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Copperstone-SY 940901ADDENDUM TO FLOODPLAIN RECLAMATION COTTONWOOD BRANCH & DENTON CREEK CITY OF COPPELL D/XT,T,AS COUNTY, TEXAS DOWDEY, ANDERSON & ASSOCIATES, INC. 16250 DALLAS PARKWAY, SUITE 100 DALLAS , TEXAS 75248 SEPTk-m6~ER 1994 Federal Emergency Management Agency Washington, D.C. 20472 July 13, 1994 Mr. Kenneth M. Crlffin, P.E. City Engineer City of Coppell P.O. Box 478 Coppell, Texas 75019 IN REPLY REFER TO: Case No.: 94-06-307P Communltyl City of Coppell, Texas Community No.: 480170 316-ACK Dear Mr. Crlffln: This is in response to your request dated June 27, 1994, for a revision to the Flood Insurance Rate Map (FIRM) for the above-referenced community. Pertinent information about the request is listed below. Identifier: Copperstone Subdivision Flooding Source: Cottonwood Branch and Denton Creek FIRM Panel Affected: 0010 E On October 1, 1992, the Federal Emergency Management Agency (FEMA) implemented the use of forms for requesting revisions or amendments to National Flood Insurance Program (NFIP) maps for two reasons. First, because the forms provide a step-by-step process for requesters to follow and are comprehensive~ requesters are assured of providing all of the necessary information to support their requests without having to go through an iterative process of providing additional information in a piecemeal fashion. Experience has shown this to be a time-consuming and cost-intensive process. Second, because use of the forms assures that the requesters' submissions are complete and more logically structured, FEMA can complete its review in a shorter timeframe and at a lesser cost to the requester. While completion of the forms may appear to be burdensome, we believe it is prudent to do so because of the advantages that result for the requester. Please note that the NFIP is non-taxpayer funded and its expenses are paid for by policyholders. Therefore, to minimize the financial burden on the policyholders while maintaining the NFIP as self-sustalning, FEMA has implemented a procedure to recover costs associated with reviewing and processing requests for final modifications to published flood information and maps. The initial fee of $1,065 that you have submitted is the minimum charge associated with our review of a request of this type. You will be notified of the estimated costs if we anticipate that, due to the extent of the review required, the total costs will exceed $3,500. In that situation, our review would be suspended pending our receipt of written authorization from you to proceed. If your request will result in a revision to the effective NFIP map, ihe total costs will include a fee of $410 per revised panel to cover the costs of cartographic preparation. 2 Using the previously referenced certification forms, we have completed an inventory of the items that you submitted. The items identified below are required before we can begin a detailed review of the request. ITEM We have received all of the data and the initial fee we require to begin a detailed technical review of your request. If additional data are required, we will inform you within days of the date of this letter. However, if application/ certification form information is requested in Items 4 or 5 below, that information must be provided before we can issue our final determination. We must receive the [initial fee/initial fee balance], $ , before we will begin our review. Payment shall be made in the form of a check or money order made payable in U.S. funds to the National Flood Insurance Pro,ram, or by credit card payment. For identification purposes, the case number referenced above must be included on the check or money order. Please forward this payment to: Federal Emergency Management Agency Revisions Fee-Collection System Administrator P.O. Box 3173 Merrifield, Virginia 22116 Based on our initial review of your request, we have determined that the total processing costs will exceed [$3,500/6,500]. Please provide written authorization for us to proceed with our review to a limit of $ · Ail applicable forms from the enclosed "Application/Certification Forms" package and the necessary supporting data, as described in the package instructions, must be submitted. The following forms, which were omitted from your previous submittal, must be provided: a® be Ce h® Form 1, entitled "Revision Requester and Community Official Formtt Form 2, entitled "Certification by Registered Professional Engineer and/or Land Surveyor" Form 3, entitled "Hydrologic Analysis Form" Form 4, entitled "Riverine Hydraulic Analysis Form" Form 5, entitled "Riverine Mapping For~' Form 6, entitled "Channelization Form" Form 7, entitled "Bridge/Culvert For~' (one form per new/revised bridge/culvert) Form 8, entitled "Levee/Floodwall System Analysis Form" Form 9, entitled "Coastal Analysis Form" Form 10, entitled "Coastal Structures Form" Form 11, entitled "Dam Form" Form 12, entitled "Alluvial Fan Flooding Form" X 6. With this letter, we are returning the original package indicating those forms that have not been completed in their entirety or on which data were requested. The item(s) that must be completed and/or statement(s) requesting data have/has been marked with an asterisk (*). Please revise and resubmit the form package. 7. Other: Please note that if all of the required items are not submitted within 90 days of the date of this letter, any subsequent request will be treated as an original submittal and will be subject to all submittal/payment procedures, including the initial fees. For a flood-control project to be exempt from fees and processing costs, it must be sponsored by a Federal, State, or local government, intended for public benefit, and primarily intended for flood-loss reduction to insurable structures in identified flood hazard areas that were in existence prior to comencement of construction of the flood-control project· Please direct all required data (except the initial concerning your request to our Technical Evaluation following address: fee) and questions Contractor at the Michael Baker Jr., Inc. 3601 Eisenhower Avenue, Suite 600 Alexandria, Virginia 22304 (703) 960-8800 Attention: Mr. David P. Preusch, P.E. When you write us about your request, you must include the case number referenced above in your letter. If you have any questions concerning FEMA policy, or the NFIP in general, please contact Mr. Alan Johnson of our staff in Washington, DC, either by telephone at (202) 646-3403 or by facsimile at (202) 646-2577. Sincerely, Michael K. Buckley, P.E., Chief Hazard Identification Branch Mitigation Directorate Enclosures cc: Mr. William A. Anderson, P.E. Dowdey, Anderson and Associates, Inc. DOWDEY, AN DERSON AN D ASSOCIATES, INC. CIVIL ENGINEERS 16250 DALLAS PARK'~VAY SUITE 100 DALLAS, TEXAS 75248 (214) 931-0694 FAX (214) 931-9538 September 8, 1994 Mr. Kenneth M. Griffin, P.E. City Engineer City of Coppell P.O. Box 478 Coppell, Texas 75019 Re: Public notice of floodway revision Dear Mr. Griffin: Enclosed is a proposed public notice for Denton Creek and Cottonwood Branch floodway revisions associated with the Copperstone subdivision. This notice is patterned after one published for Carrollton last year, a copy of which is also enclosed. If the proposed notice is suitable, would you please advertise it and notify us of the cost. The developer will pay the advertising expenses. Thank you for your time and cooperation. Sincerely, Teri D. Jones TO DAN M. DOWDEY & ASSOCIATES, INC. CIVIL ENGINEERS 16250 DALLAS PARKWAY SUITE 100 DALLAS, TEXAS 75248 (214) 931.-0694 ATTENTION 'I~c-'Vi~ O~"TO WE ARE SENDING YOU I!~ttached [] Under separate cover via the following items: [] Shop drawings [] Prints [] Plans [] Samples [] Specifications [] Copy of letter [] Change order [] COPI ES DATE NO. DESCRIPTION i fl lq~ ,, " ~ w,~ ~ THESE ARE TRANSMITTED as checked below: Ii'or approval [] For your use [] As requested [] For review and comment [] FOR BIDS DUE [] Approved as submitted [] Approved as noted [] Returned for corrections 19 [] Resubmit [] Submit [] Return__ copies for approval copies for distribution corrected prints __ [] PRINTS RETURNED AFTER LOAN TO US REMARKS co. ,o. ~72~40% Pre-Consumer Content · 10% Post-Consumer Content SIGNED: x ~ PRODUCT240 ~ Inc. Gr0bn. Mass D147l ~f enclosures are not as noted, kindly notify us at once. FED£RALEMERGENcYMANAGEMENTAGENCY I O.M.B. BurclertNo 3067-0148 I FEMA USE ONL Y REVISION REQUESTOR AND COMMUNITY OFFICIAL FORM £xpiresJuly 31, 1994 PUBLIC BURI)EN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2.13 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148)~ Washingtonr I)C 20503. 1. OVERVIEW 1. The bas~ for this revision request is (are): (check all that apply) I-~ Phys~l change L.~ Lxisting [] Proposed [] Improved methodology [] l~proved data [~P loodway revision [] Other Explain 2. FIoodingSource: De-'aso~, (~ceel~ 3. Project Name/Identifier: C?rf.> t~.¢ (s,.g~4,~,~,~.~ 4. FEMA zone designations affected: /'~ ~,'i ~' (example: A, Ail, AD, Al-A30, A99, AE, V, VI-30, VE, B,C, D, X) 5. The NFIP map panel(s)affected for all impacted communities is (are): Community Community No. Name County State Map Panel Effective No. No. Date EX: 480301 Katy,City I larris, Fort Bend TX 480287 Harris County Harris TX 480301 000SD 02/08/83 48201C 0220G 09/28/90 6. The t hat apply.) Types of' Flooding [~ Riverine [] Coastal [] Alluvial Fan [] Shallow Flooding (e.g. Zones AO and Ali) [] Lakes area of revision encompasses the following types Affected by wind/wave action [] Yes [] No [] Other(describe) of flooding, structures, and associated disciplines: (check all Structures Disciplines* [] Channelization [~ Water Resources [] Levee/Floodwall [~ tlydrology [] Bridge/Culvert [] lIydraulics ["] Dam [~ SedimentTransport [] Coastal [] Interior Drainage [~ Fill [] Structural [] Pump Station [] Geotechnical [] None [] Land Surveying [] Channel Relocation [] Other (describe) [] Excavation [] Other (describe) * Attach completed "Certification by Registered Professional Engineer and/or Land Surveyor" Form for each discipline checked. (Form 2) 2. FLOODWAY INFORMATION 7. I)oes the affected flooding'source have a floodway designated on the effective I~'IRM or FBFM? [~Yes [] No 8. Does the revised floodway delineation differ from that shown on the effective FlRM or FBFM [] Yes [~ No If yes, give reason: FEMAF~rm81-Sq. RUG93 .o.~,. ;c,-:.~- ,~.-..:~.?c .... .. C:'~'~-'. '! ''?~: ::'! ~: ~ .':::'-~ ~ 7 · ~ :~ Attach copy of either a public notice distributed by the community stating thc community's intent to revise the floodway or a statement by the community that it has notified all affected property owners and affected adjacent jurisdictions. 9. Does the State have jurisdiction over thc floodway or its adoption by communities participating in the NFIP? [] Yes [] No il'yes, attach a copy ora letter notifying thc appropriate State agency o£thc floodway revision and documentation ot'thc approval ot~the revised floodway by the appropriate State agency. 3. PROPOSED ENCROACHMENTS 10. With floodways: 1A. Does the revision request involve fi 11, new construction, substantial improvement, or other development in the floodway? [-1~ [] No ? P/t i f ! B. ~~oes the development cause the 100-year water s~ce elevation to increase at any location by more than 0.000 feet? ~ Yes ~ No ~ 2A. Does the revision request inv(~lv~ fill, new construction, substantial improvement, or other development in I 2B. :~;els~2:::a:h2::~P~ia::ve ?ff:c:~f2 :;elopment that has occurred since the effective SFIIA was · . ., ~ originally identified cause the 100-year water surface elevation to increase at any location by more than ~~,~ ;n~r;~or other surcharge limit if community or state has adopted more stringent criteria)? ~Yes ~No ~a~~ Items lB or 2B is yes, please provide documentation ~uiremen[s of Sect~;~ 65.i2 of the NI 1~ regulations, have been met, regarding evaluation of alternatives, notice to individual legal property owners, ~ ~o . , concurrence orCb, O, and certification that no insurable structures are impacted ~ 4. REVISION REQUESTOR ACKNOWLEDGMENT .... ~  12. ~avingreadNF~l~Regu~a~i~ns~44~FRCh.~parts59~6~6~and72~be~ieve[hatthepr~p~sedrevisi~n ~ is ~ is not in compliance with the requirements of the aforementioned NFIP Regulations. 5. COMMUNITY OFFICIAL ACKNOWLEDGMENT Was this revision request reviewed by the community for compliance with the cmnmunity's adopted floodplain management ordinances? [] Yes [] No 14. Does this revision request have the endorsement of the community? [] Yes [] No If no to either of the above questions, please explain: Please note that community acknowledgment and/or notification is required for all requests as outlined in Section 65.4 (b) of the N Fl P Regulations. 6. OPERATION AND MAINTENANCE 15. I)oes Lhe physical change involve a flood control structure (e.g., levees, floodwal Is, channelization, basins, dams)? I-lYes [] No Ifyes, please provide the following information for each orthe new flood control structures: A. Inspection ofthe flood control project will be conducted periodically by entity with a maximum interval o~' months between inspections. B. Based on the results ofscheduled periodic inspections, appropriate maintenance ot'the flood control facilities will be conducted by (entity1 to ensure thc integrity and degree of flood protection o{'the structure. A ~ormal plan of operation, including documentation or'thc flood Warning system, specific actions and assignments of responsibility by individual name or title, and provisions For testing thc plan at intcrwds not less than one year, [] has [] has not been prepared for thc flood control structure. R,~vi~(cm Re~,~eqt,',r :,,~d r:omm~r, it,t O~icial Form Form ! Page 2 ot 4 D. The community is willing to assume responsibility for [] performing [] overseeing compliance with the maintenance and operation plans of the IName) flood control structure. If not performed promptly by an owner other than the community, the community will provide the necessary services without cost to the Federal government. Attach operation and maintenance plans 7. REQUESTED RESPONSE FROM FEMA 16. After examining the pertinent N FIP regulations and reviewing the document entitled "Appeals, Revisions, and Amendments to Flood Insurance Maps: A guide for Community Officials," dated January 1990, this request is for a. CLOMR LOMR c. PMR A letter fi'om !~ I,MA commenting on whether a proposed project, if built as proposed, would justify a map revision (LOMR orPMR), or proposed hydrology changes (see44 CFR Ch. I, Parts 60, 6,5, and 72). A letter from FEMA officially revising the current NFIP map to show changes to floodplains, floodways, or flood elevations. LOMRs typically depict decreasedflood hazards. (See~ 44 CFR Ch. I Parts 60 and 65.) A reprinted N FIP map incorporating changes to floodplains, floodways, or flood elevations. Because of the time and cost involved to change, reprint, and redistribute an NFIP map, a PMR is usual ly processed when a revision reflects increased flood hazards or large-scope changes. (See 44 CFR Ch. I, Parts 60 and 65.) d. Other: Describe 8. FORMS INCLUDED 17. Form 2 entitled, Cert~ficatmn By Registered Professional Lnglneer and/or 1,and Surveyor" must be submitted. The following forms should be included with this request if(check the included forms): · ttydrologic analysis for flooding source differs from that used to develop FIRM · llydraulic analysis for riverine flooding differs from that used to develop FIRM · The request is based on updated topographic information or a revised floodplain or floodway delineation is requested · The request involves any type ofchannel modification · The request involves new bridge or culvert or revised analysis of an existing bridge or culvert · The request involves a new revised levee/floodwall system · The request involves analysis ofcoastal flooding · The request invol yes coastal structures credited as providing protection from the 100-year flood · The request involves an existing, proposed, or modified dam [] Hydrologic Analysis Form (Form 3) [] Riverine tlydraulic Analysis Form (Form 4) [] Riverine/Coastal Mapping Form (Form 5) [] Channelization Form (Form 6) [] Bridge/Culvert Form (Form 7) [] I.evee/Floodwall System Analysis Form (Form 8) [] Coastal Analysis Form (Form 9) [] Coastal Structures (Form 10) Dam Form (Form 11) The request involves structures credited as providing protection from the 100-year flood on an alluvial lan [] Alluvial Fan Flooding Form (Form 12) Revision Requestor and Community Offioal Form Form 1 Page 3 of 4 9. INITIAL REVIEW FEE 18. The minimum initial review fee for the appropriate request category has been included. PA~ Yes [] No Initial fee amount: $ 1~2~,$,C>O ({~oc Co~,,,..-~od g.,~.~ ~c Oe~4~ METIlOD OF PAYMENT (Check one box) CARD NUMBER ~ PAYMENT ~ VISA ~ MASTERCARD Check or money order only. Make payable to 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 National Flo~ Insurance Program 19. 20. EXP. Date or This request is for a project that is for public benefit and is intended to reduce the flood hazard to existing development in identified flood hazard areas as opposed to planned floodplain development. [] Yes [] No or This request is to correct an error or to include the effects of natural changes within the areas of special flood hazards. [] Yes [] No Note: I understand that my signature indicates that all information submitted in support of this request is correct z.,' R v S~gnature of RevisiOn equester Printed Name and Title of Revision Requester Company Name Note: Signature indicates that the community understands, from the revision requester, the impacts of the revision on flooding conditions in the community. SIgndrelof Community Official Printed Name and Title of Community O~ficial~ · Community Name Date Does this request impact any other communities? [] Yes [] No lfyes, attach letters from all affected jurisdictions acknowledging revision request and approving changes to floodway, if applicable. Note: Although a photograph ofphysical changes is not required, it may be helpful for FEMA's review. Revision Requestor and Community Official Form Form 1 Page 4 of 4 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067-0148 FEMA USE ONLY CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER Expires July 3 I, 1994 AND/OR LAND SURVEYOR FORM PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average. 23 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. 1. This certification is in accordance with 44 CFR Ch. I, Section 65.2 2. lamlicensedwithanexpertisein ~vt, f~ [Z~xo.~'co~s (C~v~b F~Git~c:_~l~) [example: water resources (hydrology, hydraulics, sediment tranSPort, interior drainage)* structural, geotechnical, land surveying.] 3. I have i o years experience in the expertise listed above. 4. 1 have [] prepared []]'reviewed the attached supporting data and analyses related to my expertise. 5. I I'-q have [] have not visitedand physically viewed the project. 6. In my opinion, the following analyses and/or designs, is/are being certified: 7. Base upon the following review, the modifications in place have been constructed in general accordance with plans and specifications. Basis for above statement: (check all that apply) a. 1~ Viewed all phases of actual construction. b. [2~Compared plans and specifications with as-built survey information. c. [~Examined plans and specifications and compared with completed projects. d. [] Other 8. All information submitted in support of this request is correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001. (please print or type) (please print or type) Registration No. (~'Z O ¢ 9~ Expiration Date: g [ X l I c/S State -/~ ~cq s Signatur~ ~ WILLIAM A.ANDERSON *Specify Subdiscipline Note: Insert not applicable (N/A) when s[atement does no[ apply. FEMA Form 81-89A, AUG 93 Certification by Registered Professional PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden/'or this/'orm is estimated to average 2.25 hours per response. The burden estimate includes the time ['or reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the O/rice o£ Management and Budget,, Paperwork Reduction Project (3067- Community Name: ~¢ Flooding Source: .... ( One forn~ for each flooding source) Project Name/Identifier: ~ 1. REACH TO BE REVISED earn limit: $'~ Upstream limit: [] Not studied [] Studied by approximate methods Downstream limit of study Upstream limit of study. [] Studied by detailed methods Downstream limit of study. Upstream limit o/`study. [] Floodway delineated Downstream limit of Floodway Upstream limit of Floodway. 2. EFFECTIVE FIS 3 ~t 9 yv ~ 3 ...,..,,.,.....,~,.,~H Y DRA U LIC ANALYSIS Why is the hydraulic analysis different from that used to develop the FIR. M. (Check all that apply) [] Not studied in FIS /~ ~~. [] Improved hydrologicdata]analysis. Explain: ~ ~ ~'~ ' [] Improved hydraulic analysis. Explain: [] Flood control structure. Explain: [] Other. Explain: FEMA Form 81-89C, AUG 93 Riverine Hydraulic Analysis Form Form 4 Page 1 of 6 -' 3. RIVERINE HYDRAULIC ANALYSIS FORM Models Submitted Full input and output listings along with files on diskette (if available) for each of the models listed below and summary ofthe source of input parameters used in the models must be provided The summary must include a complete description of any changes made from model to model (e.g. duplicate effective model to corrected effective model). Only the Duplicate Effective and the Revised or Post-Project Conditions models must be submitted. See instructions for directions on when other models may be required. Only the 100-year flood profile is required for SF! t As with a Zone A designation. For areas which do not have detailed flooding, a hydraulic model is not required; however BFE's may not be added to the revised FIRM. [] Duplicate Effective Model Copies of the hydraulic analysis used in the effective FIS, referred to as the effective models (10-, 50-, I00-, and 500-year multi-profile runs and the floodway run) must be obtained and then reproduced on the requestor's equipment to produce the duplicate effective model. This is required to assure that the effective model input data has been transferred correctly to the requestor's equipment and to assure that the revised data will be integrated into the effective data to provide a continuous FIS model upstream and downstream of the revised reach. Natural Floodway [] Corrected Effective Model The corrected effective model is the model that corrects any errors that occur in the duplicate effective model, adds any additional cross sections to the duplicate effective model, or incorporates more detailed topographic information than that used in the currently effective model. The corrected effective model must no__~t reflect any man-made physical changes since t. he date of the effective model. An error could be a technical error in the modeling procedures, or any construction in the floodplain that occurred prior to the date of the effective model but was not incorporated into thc, effective model. [] Existing or Pre-Project Conditions Model Thc duplicate effective or corrected model is modified to produce thc existing or pre-project conditions model to reflect any modifications that have occurred within thc floodplain since the date of thc effective model but prior to the construction of the project for which the revision is being requested. If no modification has occurred since the date of the effective model, then this model would be identical to the corrected effective or duplicate effective model. [] Revised or Post-Project Conditions Model The existing or pre-project conditions model (or duplicate effective or corrected effective model, as appropriate) is revised to reflect revised or post- project conditions. This model must incorporate any physical changes to the floodplain since the effective model was produced as well as the effects of the project. When the request is for proposed project this model should reflect proposed conditions. Natural Floodway Natural Floodway Natural Floodway Other: Please attach a sheet describing all other models or calculations submitted. Natural Floodway Riverine Hydraulic Analys~s I-orm I-o~m 4 Page 2 of 6 Discharges: 4. MODEL PARAMET,..,....~ER$ (from mode/used to revise lO0-year water surface elevation) Upstream Limit 10-year ..................................... ?~0~ 50-year ..................................... I~zoo 100-year -- .................................... I~lqov 500-year .................................... 3~o Attach diagram showing changes in ! 00-year discharge Explain how the starting water surface elevations were determined Downstream Limit q¥oo t3zco Give range of friction loss coefficients (Manning's 'N") Channel ......... o yg' -, t~(o Overbanks ...... ~V g- '-, o(- /ffrietion loss coefficients are different anywhere along the r '., · ~. u give lo. carton, value used m the effective FIS and revi,~ _,~, e~sed ,reach fr.om those sed to develop the FIRM, were determined. N f~ , o~ values and an expmnatlon as to how the revised values Ia°cati°~n FI_~S Revised Explain: Describe how thc cross section geometry data were determined (e.g'., field surv©,, topographic map, taken from previous .~tud.y) and list cross sections that were added. /~ ~-, o ~,,. k,',. ',-0, o4 o,-,,- .4q ti ,,~:,,. ,.,..,..:~ c, vcc T[~e c-tr~ . Riverine Hydraulic Analysis Fo~ m Fornl zl Page 3 of 6 4. MODEL PARAMETERS (Cont'd) Explain how reach lengths for channel and overbanks were determined: re.~-,,,'-~ ~k~ ~,.~ .~ ti., e. 4'~.~.+~', 5. RESULTS (from model used to revise lO0-year water surface elevations) 1. I)o the results indicate: a. Water surface elevations higher than end points of cross sections? .................. b. Supercritical depth? ............................................................ c. Critical depth? ................................................................. d. Other unique situations ........................................................ [] Yes [] No [] Yes [] No [] Yes [] No [] Yes [] No lfyes to any of thc above, attach an explanation that discusses the situation and how it is presented on the profiles, tables, andmaps. ~lt,'l[~:~-*~ ~/~ ¢I&~,6~ What is the maximum change in energy gradient between e~oss-seetions? ....... O Specify location .......................................... What is the distance between the cross-sections in 2 above? .................... Specify location .......................................... What is the maximum distance between cross-sections? ........................ Specify location .......................................... Floodway determination a. What is the maximum surcharge allowed by the community or State? ......... I. b. What is the maximum surcharge for the revised conditions? .................. 0,5 Specify location .......................................... c. What is the maximum velocity? ............................................ Specify location ............................................................ ~ q ~ ~o --3 ye/so Explain: foot foot fps d. Are there any negeative surcharge wdues at any cross-section [] Yes [] No if yes, the floodway may need to widen, lfit is not widened, please explain and indicate the maximum negative surcharge. Riverine Hydraulic Analysis Form Form 4 Page 4 of 6 5. RESULTS (Cont'd) ls the discharge value used to determine the floodway anywhere different from that used to determine the natural lO0-year flood elevations? lfYes, explain: ................................................. [] Yes [] No 100-year water surface elevations increase at any location? i~y,c,s' Ple~seattachalisto£thelocations where the increases ........................ [] Yes [] No ~ occur, state whether or not the increases are located/ ~tor's property, and provide an explanation of the reason for the increases. Please attach a completed comparison table entitled: Water Sur£ace Elevation Check (See page 6) 6. REVISED FIRM/FBFM AND FLOOD PROFILES The revised water surface elevations tic into those computed by the effective FIS Model (I0-, 50-, 100-, and5OO- year), downstream of the project at cross-section ~q z. Co within 0 feet and upstream of the project at cross section 3qqsv within ~ _feet. The revised floodway elevations tie into those computed by the effective FIS model, dowstream of the project at cross section 3qq tO within 0 feet and upstream of the project at cross section ~q~qo within_ , ~ [ [bet. i). Attach profiles, at the same vertical and horizontal scale as the profiles in the effective FIS report, showing stream bcd and profiles ()fall floods studied (without encroachment). Als(), label all cross sections, road crossings (including. low chord and top-of-road data), culverts, tributaries, corporate limits, and study limits, l~'channel distance has changed, the stationing, should be revised for all profile sheets. Attach a Floodway Data Table showing data ['or each cross section listed in the published Floodway Data Table in the FIS report. Proceed to Rivcrinc/Coastal Mapping Form Riverine Hy&aulic Analysis Form Form 4 Page 5 of 6 FEDERAL EMERGENCY MANAGMENT AGENCY WATER SURFACE ELEVATION CHECK COMMUNITY NAME FLOODtND SOURCE PROJECT NAME/IDENTIFIER EFFECTIVE DUPLICATE EFFECTIVE CORRECTED EFFECTIVE EXISTING/PRE-PROJECT REVISED/PROJECT SECNO NCWSEL~ FCWSEL2 SURC.] NCWSEL~ FCWSEL~ SURC) NCWSEL~ FCWSEL~ SURC.~ NCWSEL~ FCWSEL:~ SURC.~ NCWSEL~ FCWSEL2 SURC) 53 l,-~s' ,z/~ !.q ~.1,~ 0.2 q'Cl.¥ cfc I.C 0,2 L/&;, '4 ~fC t C, ~,,'~ ~3z-/70 ClL, f -~ c/u~.q 0.2 cfCI.'~ ':fk!,~r .D.2 c-/~f, 7 ClG/,~ I,, ~°lZq b :~i C'1 9 L!U-? .~ C:~ .-,~ 'L£~,--*.b :-"~-' ' ~ .-"."':' L/C,-/ 0 (1~.-1.7 L'~ .~? _~ "t', u O t '; 't.';,, ~( ~ .-7 ,'.:, . ' :" : L: .;2 ,,,~,' w, eft:, 7.4~ 0.-7 COMMENTS: 1-100-year (natural) Water Surface Elevation 2-Encroachment (floodway) Water Surface Elevation 3-Surcharge Value Page 6 of 6 Include all cross sections in the models between tie-in points. Any interpolated values should be indicated in parentheses. , Sheet of PUBLIC BURDEN DISCLOSURE NOTiCk, Public reporting burden £or this £orrn is estimated to average 1.5 hours per response. The burden estimate includes the [time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and Ic°mpleting and reviewing the form. Send comments re~arding th ' uracy of t?e burden estimate and any su~g~sti'ons ]for reducing this burden, to: ln£ormation Collections~Mana eme a~c ISatfe~eo~' ~;W;,.Washmgton, DC 20472; and to the Offic,~ Community Name: C Flooding Sou rce: ~ e~:~.~. ~ 1. MAPPING CHANGES 1. A topographic work map of suitable scale, contour interval, and planimetric definition must be submitted showing (indicate N/A when nol applicable): lfany of the items above are marked no or N/A, please explain: A. Revised approximate 100-year floodplain boundaries (Zone A) ............ [] Yes B. Revised detailed 100- and 500-year floodplain boundaries C. Revised 100-year floodway boundaries ................ [] Yes ....................... ~ ......... [] Yes D. Location and alignment of all cross sections used in the revised hydraulic model with stationing control indicated E. Stream alignments, road and dam alignments ....................... ~ Yes F. Current community boundaries .......................... [] Yes ....................................... [] Yes G. Effective 100- and 500-year floodplain and 100-year floodway boundaries from the FIRM/FBFM reduced or enlarged to the scale of the topographic work map ............ [] Yes 1I. Tie-ins between the effective and revised 100- and 500-year floodplains and 100-year floodwa; boundaries ITl Yes q he reqt,estor s property boundaries and community easements .......... [] Yes J. The signed certification ora registered prof'essional engineer ............. [] Yes K. l,ocation and description ofreference marks ............................ [] Yes 1,. Vertical datum (example: NGVI), NAVDetc.) [] Yes [] M. Coastal zone designations tie into adjacent areas not being revised ....... ~ Yes [] N. I,ocation and alignment ofall coastal transects used to revise the coastal analyses .................................................... [] Yes [] Included [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/ix [] No [] N/A [] No [] N/A [] No [] N/A No [] N/A No [] N/A What is the source and date of the updated topographic information (example: orthophoto maps, July 1985; field survey, May 1979, beachprofiles, June 1987, etc.)? CiTY ~"f Qp£c tt j lq {,r~qcy I ~9~[ 7_. What is the scale and contour interval of the following workmaps? a. Effective FIS scale Contour interval b. Revision Request_ i ' I'OD scale Z ' Contour interval NOTE: Revised topographic in£ormation must be ofequal or greater detail. Attach an annotated FIRM and FBFM at the scale ofthe effective FIRM and FBFM showing the revised 100-year and 500-year floodplains and the 100-year floodway boundaries and how they tie into those shown on the effective FIRM and FBFM downstream and upstream of the revision or adjacent to the area of revision for coastal studies. Attach additional pages if needed. FEMA Form 81-89D, AUG 93 Rivedne/Coastal Mapping Form fo[m 5 Page 1 of 3 1. MAPPING CHANGES (Cont'd) Flood Boundaries and 100-year water surface elevations: ttas the 100-year floodplain been shifted or increased or the 100-year water surface elevation increased at any location on property other than the requestor's or community's ? [] Yes [~ No lfyes, please give the location ofshift or increase and an explanation for the increase. o ltave the affected property owners been notified of this shift or increase and the effect it will have on their property? ........................................................... [] Yes [] No lfyes, please attach letters from these property owners stating they have no objections to the revised flood boundaries ifa LOMR is being requested. b. What is the number of insurable structures that will be impacted by thisshift or increase? tlave the floodway boundaries shifted or increased at any location compared to those shown on the effective FBFM or FIRM? ......................................................... [] Yes [] No If yes, explain: Ifa V- zone has been designated, has it been delineated to extend landward to the heel of the primary frontal dune? [] Yes [] No If no, explain: Manual or digital map submission: [] Manual [] Digital Digital map submissions may be used to update digital FIRMs (DFIRMs). For updating DFIRMs, these submissions must be coordinated with FEMA lteadquarters as far in advance of submission as possible. Riverine/Coastal Mapping Form Form 5 Pacje 2 of 3 2. EARTH FILL PLACEMENT The fill is: {~ Existing [] Proposed llas flu been/will be placed in the regulatory floodway? ...................... {~ Yes [] No lfyes, please attach completed Riverine ttydraulic Analysis Form. Itas fill been/will be placed in floodway fringe (area between the floodway and lO0-year floodplain boundaries)? ...................................... [] Yes [] No If yes, then complete A, B, C, and D below. A. Are fill slopes for granular materials steeper than one vertical on one-and-one-halfhorizontal? ....................................... [] Yes [] No lfyes, justify steeper slopes. Is adequate erosion protection provided for fill slopes exposed to moving flood waters? (Slopes exposed te flows with velocities of up to 5 feet per second (fps) during the lO0-year flood must, at a minimum, be protected by a cover of grass, vines, weeds, or similar vegetation; slopes exposed to flows with velocities greater than 5 fps during the lO0-year flood must, at a minimum, be protected by .stone or rock riprap.) .................................................................... [] Yes [] No If no, describe erosion protection provided C. I las all fill placed in revised 100-year floodplain been compacted to 95 percent of the maximum density obtainable with the Standard Proctor Test Methodor acceptable equivalent method? [] Yes [] No D. Can structures conceivably be constructed on the fill at any time in the future? [] Yes [] No If yes, provide certification of fill compaction (item C. above) by the community's NFIP permit official, a registered professional engineer, or an accredited soils engineer. ltas fill been/will be placed in a V zone? [] Yes [] No If yes, is the fill protected from erosion by a flood control structure such as a revetment or seawall? [] Yes [] No lfyes, attach the coastal structures form. Riverine/Coastal Mapping Form Form 5 Page 3 of 3 FEDERAL EMERGENCY MANAGEMENT AGENCY I O.M.B. 8arden No 3067-0148 ~ FEMA USE ONLY REVISION REQUESTOR AND COMMUNITY OFFICIAL FORM~ EXpires July 3 l, 1994 I PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2. ] 3 hours per response. The burden estimate includes the ii,ne for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), WashingtonI I)C 20503. 1. OVERVIEW 1. The basis for this revision request is (are): (check all that apply) [] Physical change ' [~Existing [] Proposed [] Improved methodology [] Improved data [~ Floodway revision [] Other Explain 2. I Iood,ng Source: ~44o~,~,~d 3. Project Name/Identifier: 4. FI!;MA zone designations affected: /h Ej ~( , (example: A, AH, AO, Al-A30, A99, AE, V, V1-30, VE, B, C, D, X) 5. The NFIP map panel(s) affected for ali impacted communities is (are): Community Community No. Name County State Map Panel Effective No. No. Date EX: 480301 Katy,City llarris, Fort Bend TX 480301 0005D 02/08/83 480287 Harris County Harris TX 48201C 0220G 09/28/90 6. The area of revision encompasses the t'ol lowing types of flooding, structures, and associated disc/pi ines: (check all that apply) Types of Flooding Structures Disciplines* [] Riverine [] Channelization [2rWater Resources [] Coastal [] Levee/Floodwall ~ tlydrology [] Alluvial Fan [~ Bridge/Culvert []' l lydraulics [] Shallow Flooding (e.g. ZonesAOandAtf) [] Dam E~ Sediment Transport [] Lakes [] Coastal [] Interior Drainage [] Fill [] Structural Affected by [] Pump Station [] Geotechnieal wind/wave action [] None [] Land Surveying [] Yes [] ChannelRelocation [] Other(describe) [] No [] Excavation [] Other (describe) [] Other(describe) * Attach completed "Certification by Registered Professional Engineer and/or Land Surveyor" Form for each discipline checked. (Form 2) 2. FLOODWAY INFORMATION 7. l)oes the affected flooding source have a floodway designated on the effective FIRM or FBFM? 8. Does the revised floodway delineation differ from that shown on the effective FIRM or FBFM [~Yes [] No I~Yes [] No cop~_,ffo_ithe~,~_p~ubli.c notice dis~. ibuted by the community stating the community s intent to revise the Attach floodwa/~ a statemen ~~nity that it has notified all affected property owners and affected adjacent 'urisdictions. 3. Docs the State have jurisdiction over thc floodway or its adoption by communities participating in thc NFIP? ~XYes fiNe If yes, attach a copy ora letter notifying the appropriate State agency of the floodway revision and documentation of the approval of the revised floodway by the appropriate State agency. 3. PROPOSED ENCROACHMENTS 10. With tloodways: 1A. Does the revision request involve fill, new construction, substantial improvement, or other development in the floodway? [] Yes [] No l B. Ifyes, does the development cause the 100-year water surface elevation to increase at any location by more than 0.000 feet? [] Yes [] No ll. Without floodways: 2A. Does the revision request involve ['ill, new construction, substantial improvement, or other development in the 100-year floodplain? [] Yes [] No 2B. Il'yes, does the cumulative effect ofall development that has occurred since the effective SFI IA was originally identified cause thc 100-year water surface elevation to increase at any location by more than one foot (or other surcharge limit if community or state has adopted more stringent criteria)? [] Yes ["~No lfthe answer to either Items lB or 2B is yes, please provide documentation that all requirements of Section 65.12 of thc NFl P regulations have been met, regarding evaluation of alternatives, notice to individual legal property owners, concurrence of CEO, and certification that no insurable structures are impacted. 4. REVISION REQUESTOR ACKNOWLEDGMENT [] is not in compliance with the requirements of the aforementioned NFIP Regulations. Il 2. Having read NFIP Regulations, 44 CFR Ch. 1, parts 59, 60, 61, and 72, 1 believe that the proposed revision [] is 5. COMMUNITY OFFICIAL ACKNOWLEDGMENT 1:3. 14. Was this revision request reviewed by the community for compliance with thc co~nmunity's adopted floodplain management ordinances? ~ Yes [] No l)ocs this revision request have the endorsement o£the community? [] Yes [] No If no to either of the above questions, please explain: Please note that community acknowledgment and/or notification is required for all requests as outlined in Section 65.4 (b) of the N Fl P Regulations. 6. OPERATION AND MAINTENANCE 1§. Does the physical change involve a flood control structure (e.g., levees, floodwulls, channelization, basins, dams)? []Yes [] No If yes, please provide the following information for each o~'the new fiood control structures: A. Inspectionofthe flood control project will be conducted periodically by 'k~,e Ct~-¥ elc (.~Oo(~e t{ entity with a maximum interval of 1 2 months between inspections. B. Based on the results ofscheduled periodic inspections, appropriate maintenance of the fiood control facilities will be conducted by '-~¢ C ¢-r~/ 6( (entity) to ensure the integrity and degree of flood protection of thc structure. C. A fi~rmal plan ofoperation, including docdmentation ofthc flood warning system, specific actions and assignments of responsibility by individual name or title, and provisions tbr testing thc plan at intcrwds not ]ess than one year, ~ has ~ has not been prepared lbr the flood control structure. Revision ~e~u*'ctor and Community O~cial Form Form t Page 2 of 4 I). The community is willing to assume responsibility for [] performing [] overseeing compliance with the maintenance and operation plans ofthe Co ~,~,-ci /gcq ~,ck INa me) flood control structure. If not pcrfin'med promptly by an owner other than the community, the community will provide the necessary services without cost to the Federal government. ~ttach operation and maintenance plans 16. After examining the pertinenL NFIP regulations and reviewing the document entitled "Appeals, Revisions, and Amendments to Flood Insurance Maps: A guide for Community Officials," dated January 1990, this request is for a. CI,OMR ,X b. I,OM c. PMR A letter fi'om P I,MA commenting on whether a proposed project, if built as proposed, would justify a map revision ( LOMR or PMR), or proposed hydrology changes (see 44 CFR Ch. I, Parts 60, 65, and 72). A letter from FEMA officially revising the current NFIP map to show changes to floodplains, floodways, or flood elevations. LOMRs typically depict decreased flood hazards. (See 44 CFR Cit. 1 Parts 60 and 65.) A reprinted N FIP map incorporating changes to floodplains, floodways, or flood elevations. Because of the time and cost involved to change, reprint, and redistribute an NFIP map, a PMR is usually processed when a revision reflects increased flood hazards or large-scope changes. (See 44 CFR Ch. I, Parts 60 and 65.) d. Other: Describe 8. FORMS INCLUDED ! 7. Form 2 entitled, "Certification By Registered Professional Engineer and/or I~and Surveyor" must be submitted. The following forms should be included with this request if(check the included forms): ® ltydrologic analysis for flooding source differs from that used to develop FIRM ® llydraulic analysis for riverine flooding differs from that used to develop FIRM The request is based on updated topographic information or a revised floodplain or floodway delineation is requested ® The request involves any type ofchannel modification ® The request involves new bridge or culvert or revised analysis of an existing bridge or culvert · The request involves a new revised levee/floodwall system · The request involves analysis of coastal flooding · The request involves coastal structures credited as providing protection from the 100-year flood · The request involves an existing, proposed, or modified dam [] Hydrologic Analysis Form (Form 3) Riverine Ilydraulic Analysis Form (Form 4) Riverine/Coastal Mapping Form (Form 5) [] Channelization Form (Form 6) [] Bridge/Culvert Form (Form 7) [] l,cvee/Floodwail System Analysis Form (Form 8) [] Coastal Analysis Form (Form 9) [] Coastal Structures (Form 10) [] Dam Form (Form 11) The request involves structures credited as providing protection from the 100-year flood on an alluvial fan [] Alluvial Fan Flooding Form (Form 12) Revision Requestor and Community Offioal ~orm Fo~m 1 Page 3 of 4 9. INITIAL REVIEW FEE 18. The minimum initial review fee for the appropriate request category has been included. [] Yes [] No Initial fcc amount: $ IO(,~-. oo MET! IOD OF PAYMENT (Check one box) CARD NUMBER [] PAYMENT [] VISA [] MASTERCARD ENCLOSED Check or money order only. I IUO[~-IO ["~1 II Make payable to 1 2 3 4 5 6 ? 8 9 10 11 12 13 14 15 1t3 National Flood Insurance Program EXP. Date Signature or 19. This request is for a project that is for public benefit and is intended to reduce the flood hazard to existing development in identified flood hazard areas as opposed to planned floodplain development. [] Yes [] No or 20. This request is to correct an error or to include the effects of natural changes within the areas of special flood hazards. [] Yes [] No Note: 1 understand that my signature indicates that all in£ormation submitted in support of this request is correct. Signature of Revision Requester Printed Name and Title of Revision Requester Company Name Note: indicates that the Signature community understands, from the revision requester, the Iimpacts of the revision on flooding conditions in the community. ([ ' Sig'tn~of~ommunityOfficial Printed Name and Title of Community Official Community Name Date Does this request impact any other communities? [] Yes [~ No If yes, attach letters from all affected jurisdictions acknowledging revision request and approving changes to floodway, if applicable. Note: Although a photograph of physical changes is not required, it may be helpful for FEMA's review. Revision Requestor and Community Official Form Form 1 Page 4 of 4 FEDERAL EMERGENCY MANAGEMENTAGENCY O.M.B, Burden No. 3067-0148 FEMA USE ONL Y CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER Expires July 31, 1994 AND/OR LAND SURVEYOR FORM PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average. 23 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. 1. This certification is in accordance with 44 CFR Ch. I, Section 65.2 2. I am licensed with an expertise in NJ~J~ T -F~ ]example: water resources (hydrology, hydraulics, sediment tranSPort, interior drainage)* structural, geotechnical, land surveying.] 3. I have IC~ years experience in the expertise listed above. 4. I have [] prepared [~reviewed the attached supporting data and analyses related to my expertise. 5. I [~'have [] have not visited and physically viewed the project. 6. In my opinion, the following analyses and/or designs, is/are being certified: J~/~Pg~tLIc A~/FNcW£i~ oF C--~TT~Nv~D ~-~JCl-I 7. Base upon the following review, the modifications in place have been constructed in general accordance with plans and specifications. Basis for above statement: (check all that apply) a. [~Viewed all phases of actual construction. b. ~]//C,,ompared plans and specifications with as-built survey information. c. 1~ Examined plans and specifications and compared with completed projects. d. [] Other 8. All information submitted in support of this request is correct to the best of my knowledge. 1 understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001. Name: (please print or Lype) Title: (please print or type) Registration No. State Seal *Specify Subdiscipline iOpt~o~l) Note: Insert not applicable (N/A) when s~tement does not apply. ~rm 81-BgA, AUG 93 Certd~cation by Registered Professional FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden NO. 3067-0148 RIVERINE HYDRAULIC ANALYSIS FORM Expires July 3 I, 1994 I'UBLIC BURI)EN DISCLOSURE NOTICE FEMA USE ONLY Public reporting burden %r this form is estimated to average 2.25 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. Community Name: Flood lng Source: (One form for each flooding source) Project Name/Identifier: 1. REACH TO BE REVISED iDownstream limit: Upstream limit: 1-] Not studied [] Studied by approximate methods Downstream limit of study. Upstream limit of study [] Studied by detailed methods Downstream limit of study. Upstream limit of study [] Floodway delineated Downstream limit of Floodway Upstream limit of Floodway. 2. EFFECTIVE FIS 3. HYDRAULIC ANALYSIS Why is the hydraulic analysis different from that used to develop the FIRM. (Check ali that apply) [] Not studied in FIS lV/h [] Improved hydrologic data/analysis. Explain: [] lmproved hydraulic analysis. Explain: C/:4n~e~,~'d-:~ ~Qom sees. 3gB/6 4~ 33 il/. [] Flood control structure. Explain: [] Other. Explain: FEMA Form 81-89C, AUG 93 Riverine Hydraulic Analysis Form Form 4 Page 1 of 6 3. RIVERINE HYDRAULIC ANALYSIS FORM Models Submitted Full input and output listings along with files on diskette (if available) for each of the models listed below and summary ofthe source of input parameters used in the models must be provided. The summary must include a complete description of any changes made from model to model (e.g. duplicate effective model to corrected effective model). Only the Duplicate Effective and the Revised or Post-Project Conditions models must be submitted. See instructions for directions on when other models may be required. Only the 100-year flood profile is required for SFI las with a Zone A designation. For areas which do not have detailed flooding, a hydraulic model is not required; however BFE's may not be added to the revised FIRM. [] Duplicate Effective Model Copies of the hydraulic analysis used in the effective FIS, referred to as the effective models (10-, 50-, I00-, and 500-year multi-profile runs and the floodway run) must be obtained and then reproduced on the requestor's equipment to produce the duplicate effective model. This is required to assure that the effective model input data has been transferred correctly to the requestor's equipment and to assure that the revised data will be integrated into the effective data to provide a continuous FIS model upstream and downstream of the revised reach. Natural Floodway [] Corrected Effective Model The corrected effective model is the model that corrects any errors that occur in the duplicate effective model, adds any additional cross sections to the duplicate effective model, or incorporates more detailed topographic information than that used in the currently effective model. The corrected effective model must not reflect any man-made physical changes since the date of the effective model. An error could be a technical error in the modeling procedures, or any construction in the floodplain that occurred prior to the date of the effective model but was not incorporated into the effective model. [] Existing or Pre-Project Conditions Model The duplicate effective or corrected model is modified to produce the existing or pre-project conditions model to reflect any modifications that have occurred within the floodplain since the date of the effective model but prior to the construction of the project for which the revision is being requested. If no modification has occurred since the date of the effective model, then this model would be identical to the corrected effective or duplicate effective model. [] Revised or Post-Project Conditions Model The existing or pre-project conditions model (or duplicate effective or corrected effective model, as appropriate) is revised to reflect revised or post- project conditions. This model must incorporate any physical changes to the floodplain since the effective model was produced as well as the effects of the project. When the request is for proposed project this model should reflect proposed conditions. Natural Floodway Natural Floodway Natural Floodway Other: Please attach a sheet describing all other models or calculations submitted. Natural Floodway Riverine Hydraulic Analysis I-orm FOrm 4 Page 2 of 6 MODEL PARAMETERS (from model used to revise lO0-year water surface elevation) Discharges: 10-year ..................................... 50-year ..................................... 100-year .................................... 500-year .................................... Attach diagram showing changes in 100-year discharge Upstream Limit Explain how thc starting water surface elevations were determined L,I scd Downstream Limit J3oo Give range of friction loss coefficients (Manning's "N") Channel ........ Overbanks ...... , OSS -,C>~,$ If friction loss coefficients are different anywhere along the revised reach from those used to develop the FIRM, give location, value used in the effective FIS, and revised values and an explanation as to how thc revised values were determined. Location FIS Revised Describe how the cross section geometry data were determined (e.g., field survey, topographic map, taken from previous study) and list cross sections that were added. Riverine Hydraulic Analysis Fofrn Form 4 Page 3 of 6 4. MODEL PARAMETERS (Cont'd) Explain how reach lengths for channel and overbanks were determined: S. RESULTS (from model used to revise 100-year water surface elevations) 1. Do the results indicate: a. Water surface elevations higher than end points of cross sections? .................. b. Supercrltica] depth? ............................................................ c. Critical depth? ................................................................. d. Other unique situations ........................................................ [] Yes [] No t~Y/:>vl ~ [] Yes [] No-) [] Yes [] No [] Yes [] No Ifyes to any of the above, attach an explanation that discusses the situation and how it is presented on the What is the maximum change in energy gradient between c~oss-sections? Specify location .......................................... What is the distance between the cross-sections in 2 above? .................... Specify location .......................................... What is thc maximum distance between cross-sections? ........................ Specify location .......................................... Floodway determination a. What is the maximum surcharge allowed by the community or b. What is the maximum surcharge for the revised conditions? Specify location c. What is the maximum velocity? ............................................ Specify location ............................................................ loot foot fps Explain: d. Are there any negeative surcharge values at any cross-section [] Yes [] No If yes, the floodway may need to widen, if it is not widened, please explain and indicate the maximum negative surcharge. Riverine Hydraulic Analysis Form Form 4 Paqe 4 of 6 5. RESULTS (Cont'd) Is the discharge value used to determine the floodway anywhere different from that used to determine the natural 100-year flood elevations? ' [] Yes.~-] No If Yes, explain: Do 100-year water surface elevations increase at any location? ....................... [] Yes [] No If yes, please attach a list of the locations where the increases occur, state whether or not the increases are located on the requestor's property, and provide an explanation of the reason for the increases. Please attach a completed comparison table entitled: Water Surface Elevation Check (See page 6) 6. REVISED FIRM/FBFM AND FLOOD PROFILES Ao The revised water surface elevations tie into those computed by the effective FIS Model (10-, 50-, I00-, and 500- year), downstream o[' the project at cross-section ~2~ ~ L within O feet and upstream of the project at cross section L,~] iL) within 0 feet. 'rhe revised floodway elevations tie into those computed by the effective FIS model, dowstream ofthe project at cross section ~Z~'l(, wiLhin 0 feet and upstream of the project at cross section e]Y~O within . ol feet. stream bed and profiles of all floods studied (without encroachment). Als~, label all cross sections, road crossings/] (including low chord and top-of-road data), culverts, tributaries, corporate limits, and study limits. Ifcha~,/ distance has changed, the stationing should be revised for all profile sheets. taca F oodway Data Table showing data for each cross section listed in the published Floodway Data T~ l'roceed Lo Riverine/Coastal Mapping Form Riverine Hydraulic Analysis Form Form ~I Page 5 of 6 I FEDERAL EMERGENCY MANAGEMENT AGENCY I O.M.B. Burden No. 3067-0148 RIVERIN E/COASTAL MAPPING FORM I Expires July 3 I, ? 994 PUBLIC BURI)F,N DISCLOSURE NOTICE IFEMA USE ONLY Public reporting burden for this form is estimated to average 1.5 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing thc form. Send comments regarding thc accuracy of thc burden esti mate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, 1)C 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, l)C 20503. Community Name: C I~'~ O~ Flooding Source: Project Name/Identifier: 1. MAPPING CHANGES 1. A topographic work map of suitable scale, contour interval, and planimetric definition must be submitted showing (indicate N/A when no! applicable): Ifany of the items above are marked no or N/A, please explain: A. Revised approximate 100-year floodplain boundaries (Zone A) ............ [] Yes B. Revised detailed 100- and 500-year floodplain boundaries ................ [] Yes C. Revised 10Gyear floodway boundaries ................................. [] Yes D. l,ocation and alignment of all cross sections used in the revised hydraulic model with stationing control indicated ....................... [] Yes E. Stream alignments, road and dam alignments .......................... [] Yes F. Current community boundaries ....................................... [] Yes G. Effective 100- and 500-year floodplain and 100-year floodway boundaries from the FIRM/FBFM reduced or enlarged to the scale ortho topographic work map .................................... [] Yes Il. Tie-ins between thc effective and revised 100- and 500-year floodplains and 100-year floodway boundaries ......................... [] Yes 1. The requestor's property boundaries and community easements .......... [] Yes J. The signed certification ora registered professional engineer ............. [] Yes K. 1,ocation and description ofrefercncc marks ............................ [] Yes l,. Vertical datum (example: NGVD, NAVI) etc.) ......................... [] Yes M. Coastal zone designations tie into adjacent areas not being revised ....... [] Yes N. I,ocation and alignment ofall coastal transects used to revise the coastal analyses .................................................... [] Yes Included [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A [] No [] N/A 2. What is thc source and date ortho updated topographic information (example: orthophoto maps, July I985; field survey, May1979, beachprofiles, June1987, etc.)? C,~:V c* C~l, eO ~ ~'el~(,,,rl iq~[ 9.. What is thc scale and contour interval of the following workmaps? a. Effective FIS scale Contour interval b. Revision Request I: Ioo scale :z' Contour interval .NOT,l~k_l~cwised t_o..mm:ral3hic information must be ofeoual or .',-mm,,- dot~;-L 4. /Attach an~14 IRM and I~B14'M at the c~:4].e, ofthe&ffc,.ctivc FI RM and t*'BFM showing the r~O-year [ 9n__fi_d 500-veer floodplains and the 100--year flo°dway boundarie,s,,and'~i(;~v they tie into those shown"~'~Tn thc e~ FIRM.n *'-- · ...... ; ' ' ~ ~ k.~tl.M and 14 BI M downstream and upstl earn ofthe rewsmn or adJacent to the ar'~a ofrevision fox coastal s~ Attach additional pages if needed. ,3. FEMA Form 81-890, AUG 93 Riverine/Coastal Mapping ~orm [olm 5 Page 1 of 3 1. MAPPING CHANGES (Cont'd) Flood Boundaries and 100-year water surface elevations: I las the 100-year floodplain been shifted or increased or the 100-year water surface elevation increased at any location on property other than the requestor's or community's ? [] Yes [] No lfyes, please give the location of shift or increase and an explanation for the increase. bo llave the affected property owners been notified of this shift or increase and the effect it will have on their property? ........................................................... [] Yes [] No lfyes, please attach letters from these property owners stating they have no objections to the revised flood boundaries ifa LOMR is being requested. What is the number of insurable structures that will be impacted by this shift or increase? Have the floodway boundaries shifted or increased at any location compared to those shown on the effective FBFM or FIRM? ......................................................... [] Yes [-] No If yes, explain: Ifa V- zone has been designated, has it been delineated to extend landward to the heel of the primary frontal dune? /~[t~ [] Yes [] No lfno, explain: Manual or digita! map submission: [] Manual [] Digital Digital map submissions may be used to update digital FIRMs (I)FIRMs). For updating I)FIRMs, these submissions must be coordinated with FEMA Headquarters as far in advance of submission as possible. Riverine/Coastal Mapping Form Form 5 Page 2 of 3 2. EARTH FILL PLACEMENT The fill is: [] Existing [] Proposed llas fill been]will be placed in the regulatory floodway? ...................... [] Yes [] No If yes, please attach completed Riverine ttydraulic Analysis Form. lias fill been]will be placed in floodway fringe (area between the floodway and lO0-yearfloodplain boundaries)? ...................................... [] Yes [] No If yes, then complete A, B, C, and D below. A. Are fill slopes ['or granular materials steeper than one vertical on one-and-one-halfhorizontal? ....................................... [] Yes [] No If yes, justi£y steeper slopes Is adequate erosion protection provided for fill slopes exposed to moving flood waters? (Slopes exposed to flows with velocities of up to 5 feet per second (fps) during the lO0-year flood must, at a minimum, be protected by a cover of grass, vines, weeds, or similar vegetation; slopes exposed to flows with velocities greater than 5 fps during the lO0-year flood must, at a minimum, be protected by stone or rock riprap.) .................................................................... [] Yes [] No If no, describe erosion protection provided ttas all fill placed in revised 100-year floodplain been compacted to 95 percent ofthe maximum density No obtainable with the Standard Proctor Test Method or acceptable equivalent method? [] Yes [] Can structures conceivably be constructed on the fill at any time in the future? [] Yes [] If yes, provide certification of fill compaction (item C. above) by the community's NFIP permit official, a registered professional engineer, or an accredited soils engineer. No Has fill been]will be placed in a V-zone? [] Yes [] No If yes, is the fill protected from erosion by a flood control structure such as a revetment or seawall? [] Yes [] No If yes, attach the coastal structures form. Riverine/Coastal Mapping Form Form S Page 3 of 3 · FEDERAL EMERGENCY MANAGEMENT AGENCY J O.M.B. Burden NO. 3067-0148 CHANNELIZATION FORM ~ Expires July 31, 1994 PUBLIC BURDEN DISCLOSURE NOTICE iFEMA USE ONLY Public reporting burden for this form is estimated to average 1.75 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148,), Washington, DC 20503. Community Name: Flooding Source: Project Name/Identifier: Downstream limit: Upstream limit: 3'5 i ] L 2. CHANNEL DESCRIPTION Describe the inlet to the channel ) Briefly describe the shape of the channel (both cross sectional andplanimetric configuration) and its lining (channelbottomandsides) L$' c~.el ~.~o,~. ~' i s;~ ~l~g~.. 2 'i ~' Describe the outlet from the channel t~ ,~.t ( ok~,~ e ~ 't~rs I~ ~5 ' c-[~h~xe I ~ t~ ~,. - ~ ~' +~ gev (, (,f,,-~. ] The channelization includes: [] Levees (Attach Levee Form) [] Drop structures [] Superelevated sections [] Transitions in cross sectional geometry [] Debris basin/detentionbasin [] Energy dissipater [] Other 5. Attach the following: a. Certified engineering drawings showing channel alignment and locations of inlet, outlet, and items checked initem4 ~'~rc S' ~ F;5~:-c C~ b. Typical cross sections and profiles ot'ehannel banks and invert FEMA Form 81-89F, AUG 93 Channelization Form Form 6 Page 1 of 3 3. HYDRAULIC CONSIDERATIONS 2. 3. 4. 5. What is the 100-year discharge? ..................................... cfs Do the cross sections in the hydraulic model match the typical cross sections in the plans? [] Yes [] No Are the channel banks higher than the 100- year flood elevations everywhere? ......... [] Yes [] No Are the channel banks higher than the 100-year flood energy grade lines everywhere? .. [] Yes [] No Is the land on both sides of the channel above the adjacent 100-year flood elevation at all points along the channel? .................................................... [] Yes [] No What is the range of freeboard? .......................................... O -- ~.. 3 feet What is the range of the 100-year flood velocities? ......................... $, q s -- Jr. 7~ fL/sec What is the lining type? (both bottom and sides) af ~r,~-c~c~etc ~ re~, ,~ ~ ..... ~ Explain how the channel lining prevents erosion and maintains channel stability (attach documentation) What is the design elevation in the channel based on? [~ Subcritical flow [] Critical flow [] Supercritical flow [] Energy grade line Is 100-year flood profile based on the above type ol'flow? .............................. [] Yes [] No If no, explain: 10. Is there the potential for a hydraulic jump at the following locations? Inlet to channel .................................................................. [] Yes [] No Outlet of channel ................................................................. [] Yes [] No At Drop Structures ............................................................... [-] Yes [] No At Transitions ................................................................... [] Yes [] No Other locations. Explain: lfthe answer to any of the above is yes, please explain how the hydraulic jump is c~ntrolled and the effects of the hydraulic jump on the stability of the channel. Explain: Channelization Form Form 6 Page 2 of 3 4. SEDIMENT TRANSPORT CONSIDERATIONS A. Is there any indication from historical records that sediment transport (including scour and deposition) can affect the 100-year water surface elevations and/or the capacity ofthe channel? ..... [] Yes [] No B. Based on the conditions of the watershed and stream bed, is there a potential for sediment transport (including scour and deposition) to affect the 100-year water surface elevations and/or the capacity of the channel? ..................................................................... [] Yes [] No Ifthe answer to either 1A or lB is yes: A. What is the estimated sediment (bed) load? cfs (attach gradation curve) Explain method used to estimate load B. Is the 100-year flood velocity anywhere within the channel less than the 100-year flood velocity of the inlet? C. Will sediment accumulate anywhere within the channel? D. Will deposition or scour occur at or near the inlet? E. Will deposition or scour occur at or near the outlet? [] Yes [] No [] Yes [] No [] Yes [] No [] Yes. [] No Attach documentation showing affects on the Hydrologic and Hydraulic analyses Channelization Form Form 6 Pacje 3 of 3 ! FEDERAL EMERGENCY MANAGEMENT AGENCY I O.M.B. Burden No. 3067-0148 BRIDGE/CULVERT FORM I Expires July 31, 1994 PUBLIC BURDEN DISCLOSURE NOTICE IFEMA USE ONLY Public reporting burden for this form is estimated to average 2 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. Community Name: Flooding Source: Project Name/Identifier: 1. IDENTIFIER Name of roadway, railroad, etc.: ~'aCk~,,~y l,ocation of bridge/culvert along flooding source (in terms of stream distance or cross-section identifier): This revision reflects (check one of the following): I~ New bridge/culvert not modeled in the FIS [] Modified bridge/culvert previously modeled in the FIS [] New analysis of bridge/culvert previously modeled in the FIS (Explaln why new analysis was performed) 2. BACKGROUND Provide the following information about the structure: ~ 5.~r¢: ~ /3 r~d~c t,,y~ t - Dimension, material, and shape (e.g. two 10 x 5 feet reinforced concrete box culvert; three 30-foot span bridge with 2 rows of two 3- foot diameter circular piers; 40-foot wide ogee shape spillway) Entrance geometry of culvert/type of bridge opening (e.g. 30 "- 75 o wing walls with square top edge, sloping embankments and vertical abutments) tlydraulic model used to analyze the structure (e.g., IIEC-2 u tilt special bridge routine, WSPRO, tlYS) Hec-~ If different than hydraulic analysis for the flooding source,justify why the hydraulic analysis used for the flooding source could not analyze the structure(s). (Attach justification) Note: If any items do not apply to submitted hydraulic analysis, indicate by N/A * One form per new/revised bridge/culvert FEMA Form 81-89E, AUG 93 Bridge/Culvert Form Form 7 Page I of 6 3. ANALYSIS Sketch the downstream face o£the structure together with the road profile. Show, at a minimum, thc maximum low chord elevation, invert elevation, minimum top ot~ road elevation, and ineffective flow widths. Sketch the upstream face of the structure together with the road profile. Show, at a minimum, the maximum low chord elevation, invert elevation, and minimum top of road elevation. Bridge/Culvert Form Form 7 Page 2 of 6 3. ANALYSIS (Cont'd) 'Sketch the plan view of the structure(s) Show, at a minimum, the skew angle, cross-section locations, distances between cross sections, and length of structure (s). flow Attach plans of the structure (s) certified by a registered Professional Engineer. Culvert length or bridge width (ft) Calculated culvert/bridge area (ft ~) by the hydraulic model, ifapplicab]e Total culvert/bridge area (ft 2) Bridge/Culvert Form Form 7 Page 3 of 6 3. ANALYSIS (Cont'd) Elevations Above Which Flow is Effective for Overbanks .- Fto,~ Upstream face Downstream face l,eft Overbank Right Overbank Minimum Top of Road Elevation Upstream face Downstream face l,eft Overbank Right Overbank 100-Year Elevations Upstream face Downstream face Water Surface Elevations Energy Gradient Elevations Discharge Amount of flow through]over the structure (s) (cfs) Low Flow Pressure Flow Weir Flow Total Flow The maximum depth of flow over the roadway/railroad (ft.) ..................................... Weir length (ft.) ........................................................ Top Widths Floodplain Floodway Upstream face Downstream face Top Widths Effective Flow Effective and Ineffective Flow Upstream face Downstream face Bridge/Culvert Form Form 7 Page 4 of 6 ANALYSIS (Cont°d) Loss Coefficients Entrance loss coefficient Manning's "n" value assigned to the structure(s) Friction loss coefficient through structure (s) Other loss coefficients (e.g., bend manhole, etc.) Total loss coefficient Weir coefficient Pier coefficient Contraction loss coefficient Expansion loss coefficient 4. SEDIMENT TRANSPORT CONSIDERATIONS 1. A. Is there any indication from historical records that sediment transport (including scour and deposition) can affect the 100-year water surface elevations? ............................. [] Yes [] No B Based on the conditions (such as geomorphology, vegetative cover and development of the watershed and stream bed, and bank conditions), is there a potential for debris and sediment transport (including scour and deposition) to affect the lO0-year water surface elevations and]or conveyance capacity through the bridge/culvert? ....................................................... [] Yes [] No lfthe answer to either lA or lB is yes: A. What is the estimated sediment (bed material) load? cfs (attach gradation curve) Explain method used to estimate thc sediment transport and thc depth of scour and/or deposition B. Will sediment accumulate anywhere through the bridge/culvert?[] Yes [] No If yes, explain the impact on the conveyance capacity through the bridge/culvert? 5. FLOODWAY ANALYSIS Explain method of bridge encroachment ~floodway run) ~ (-~ K.a ~ Bridge/Culvert Form Fo~m 7 Page 5 of 6 5. FLOODWAY ANALYSIS (Cont'd) Comments (explain any unusual situations): Attach analysis. Bridge/Culvert Form Form 7 Page 6 of 6 DOWDEY, ANDERSON AND ASSOCIATES, INC. CIVIL ENGINEERS 16250 DALLAS PARKWAY SUITE 100 DALLAS, TEXAS 75248 (214) 931-0694 FAX (214) 931-9538 September 8, 1994 Mr. Kenneth M. Griffin, P.E. City Engineer City of Coppell P.O. Box 478 Coppell, Texas 75019 Re: Floodplain Reclamation for Cottonwood Branch from Section 32816 to Section 34822 and Denton Creek from Section 33145 to Section 34950 City of Coppell, Dallas County, Texas Dear Mr. Griffin: Herein submitted are the revisions requested by a July 13, 1994 letter to you from the Federal Emergency Management Agency (FEMA). I respectfully request that you review the enclosed material and submit it to FEMA for their approval. Please call me should you have any questions. cooperation. Thank you for your Sincerely, Teri D. Jones TABLE OF CONTENTS Letter of Transmittal ....................................... 1 Table of Contents ........................................... 2 Comments on Revisions ....................................... 3 Public Notice ............................................... 4 Cottonwood Branch Revised Stream Profile ................... 5-6 Denton Creek Revised Stream Profile ........................ 7-9 Revised Flood Data Table .................................... 10 Annotated FIRM .............................................. 11 Appendix A Revised Application/Certification Forms: Cottonwood Branch..A-1 Appendix B Revised Application/Certification Forms: Denton Creek ....... B-1 Appendix C Revised Post-Project Floodplain Model: Denton Creek ......... C-1 2 RE: Case No.: 94-06-307P Community: City of Coppell, Texas Community No.: 480170 316-ACK COMMENTS ON REVISIONS: Cottonwood Branch, Form 1, Section 2: A public notice for advertisement by the City of Coppell is enclosed. 0 Cottonwood Branch, Form 4, Section 5, Question 1: Parts b, c and d of this question have been answered on the revised form enclosed. o Cottonwood Branch and Denton Creek, Form 4, Section 6, Parts C and D: Revised stream profiles and a revised Floodway Data Table are enclosed. o Cottonwood Branch, Form 5, Section 1, Part 4: An annotated FIRM with revised floodplains and floodway boundaries is included. o Denton Creek, completed, and enclosed. Form 4, Section 3: This section has been comment is included on the revised form o Denton Creek, Form 4, Section 5, Part 7: Upon close examination of data, there is no increase in 100-year water surface elevation at any location. This has been corrected on the enclosed revised form. o Denton Creek, Form 4, Section 6, Part B: The revised floodway elevations tie in precisely at the stations indicated with no variance in elevation. This has been corrected on the revised form included. o Denton Creek, Revised or Post Project Conditions Model: An incorrect ground point in the previously submitted model has been corrected. 3 NOTICE OF PROPOSED REVISION OF FLOODWAY/FLOODPLAIN MAPS Centex Real Estate Corporation, in cooperation with the City of Coppell, has submitted a study to the Federal Emergency Management Agency requesting changes to the 100-year floodplain elevations and floodway for Denton Creek and Cottonwood Branch within the Coppell corporate limits. The corrections apply to a reach of Cottonwood Branch extending from the Parkway Boulevard bridge under construction to 3200 feet upstream and to a reach of Denton Creek from approximately 4000 feet upstream from Denton Tap Road to 4700 feet upstream. The revisions are intended to demonstrate the impacts of improvements to Parkway Boulevard and more detailed topographic information in the floodplain and floodway. These modifications will impact the Flood Boundary and Floodway (Panel 10) for the City of Coppell. A copy of a floodplain study, "Floodplain Reclamation: Cottonwood Branch & Denton Creek", can be reviewed at the Engineering Department, 255 Parkway Boulevard, Coppell, Texas 75019 or Dowdey, Anderson and Associates, Inc., Civil Engineers, 16250 Dallas Parkway, Suite 100, Dallas, Texas 75248. 4 HONVB8 QOOMNOJ_LO0 ('soo NO.LN3O aNY SV'IIVO) ~ ~ 0 0 0 0 z Z~ZZZZSZZZZZ75 Z7'5 ' : ........ '.' 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Send comments regarding the accuracy of the burden estimate and any suggestions I fi)r reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C I Street, S.W., Washington, DC 20472; and Lo the Office of Management and Budget, Paperwork Reduction ProjccL (3067- 0148)~ Washin~ton~ I)C 20503. OVERVIEW 1. The basis for this revision request is (are): (check all that apply) {~ Physical change [~ l']xisting [] Proposed [] Improved methodology [] Improved data [] Floodway revision [] Other Explain 2. Flooding Source: 3. Pro. leer Name/Identifier: 4. FEMA zone designations affected: (example: A, Al 1, AD, A I-A30, A99, AE, V, V !-30, VE, B, C, D, X) 5. The NFIP map panel(s) affected for all impacted communities is (are): Community Community No. Name County EX: 480301 Katy,City I larris, Fort Bend TX 480287 I larris County thtrris TX Map State No. Panel Efi'cctive No. Date 480301 000SD 02/08/83 48201C 0220G 09/28190 6. The area of revision encompasses the following Lypes of flooding, structures, and associated disciplines: (check all that apply) Types of Flooding Structures Disciplines* [~ Riverine [~ Channelization [] Water Resources [] Coastal [] Levee/Floodwali [] Ilydrology [] ALluvial Fan I~ Bridge/Culvert [] llydraulics [] Shallow Flooding/e.g. Zones AOandAllt [] Dam [] Sediment Transport [] Lakes [] Coastal [i~ Interior Drainage [~' Fill [] Structural Affected by [] PumpStatlon [] Geotechnical wind/wave action [] None [] l,and Surveying [] Yes [] Channel Relocation [] Other(describe) [] No [] Excavation [] Other (describe) [] Other(describe) Attach completed "Certification by Registered Professional Engineer and/or Land Surveyor" Form for each discipline checked. (Form 2) 2. FLOODWAY INFORMATION 7. i)oes the affected flooding source have a Iloodway designated on the effective FII(M or FBFM? ~Yes [] No 8. i)oes the revised floodway delineation differ from that shown on I. he effective FIRM or FBFM ~ Yes [] No Ifyes, give reason: O6~D ~kl~2l~/~r-t4rl~},ll' iq~q"rrc~ q Ik'-r ~'rlX '~0'1~ i, 3,4472 ~ ~a~t~_v ~o~Y r~ FEMA Form 81-89. AUG 93 Revision Requestor and Community Official Form Form I PaCJe 1 of 4 Attach copy ofeither a public notice distributed by the community stating the com~nunity's inLent to revise the floodway or a statement by the community that it has notified all affected property owners and affected adjacent jurisdictions. 9. Does thc State have jurisdiction over the floodway or its adoption by communities participating in the NFIP? [] Yes [~ No Ifyes, attach ti copy ora letter notifying thc appropriate State agency eL'the floodway revision and documentation or the approval of thc revised floodway by the appropriate State agency. 3. PROPOSED ENCROACHMENTS 10. With Iloodways: 1A. Does the revision request involve fill, new construction, substantial improvement, or other development in the floodway? [~Yes [] No 1B. lfyes, does the development cause the 100-year water surface elevation to increase at any location by more than 0.000 feet? [] Yes [~No 11. Without floodways: 2A. Does the revision request inwflve fill, new construction, substantial improvement, or other development in the l00-year floodplain? [~Yes [] No 2B. Ifyes, does the cumulative effect ofall development [hat has occurred since the effective SFIIA was originally identified cause the 100-year water surface elevation to increase at any location by more Umn one root {or other surchurge limit if community or state has adopted more stringent criteria)? [] Yes [~No If the answer to either Items 1B or 2B is yes, please provide documentation that all requirements of Section 65.12 orthe Nlq P regulations have been met, regarding evaluation of alternatives, notice to individual legal property owners, concurrence of CEO, and certification that no insurable structures are impacted. 4. REVISION REQUESTOR ACKNOWLEDGMENT is not in compliance with thc requirements of the aforementioned NFIP Regulations. 5. COMMUNITY OFFICIAL ACKNOWLEDGMENT 14. Was this revision request reviewed by the community for compliance with the community's adopted floodplain management ordinances? [] Yes [] No l)oes this revision request have the endorsement ofthe community? [~Yes [] No Il'no to either of the above questions, please explain: Please note that community acknowledgment and/or notification is required for all requests as outlined in Section 65.,1 (b) of the N FI P Regulations. 6. OPERATION AND MAINTENANCE 15. i)oes the physical change involve a flood control strucLure (e.g., levees, floodwalls, channelization, basins, dams)? ~Yes [] No lfyes, please provide the following information for each of the new flood control structures: A. Inspection ofthe flood control project will be conducted periodically by 4-~e ~rq ~ ~o,~,oe~l · ' entity ' with a maximum interval of ~ nmnths hctween in.ql)ecti()ns. B. Based on the results ofscheduled periodic inspections, appropriate maintenance oFthe flood control facilities will be condueted by 4he Ci~ O~ oppell t (entity) to ensure the integrity and degree of flood protection of the sLructure. C. A formal plan ofoperation, including docmnentation ofthe flood warning system, specific actions and assignments of responsibility by individual name or title, and provisions fi,r t.csting the plan at intervals not less than one year, ~has ' ~ has not been prepared lbr the l]ood control structure. Revision Requestor and Community Othcial l-otto Form 1 Page 2 ol 4 I). The'community is willing Lo assume responsibility for [-1 performing ~ overseeing compliance with the maintenance and operation plans o['the ~zrr"wc)~4x~C:)OD t~2~xM~ t Na me) flood control structure. Il'not perfi)rmed promptly by an owner other than thc community, the community Will provide the necessary services without cost to the Federal government. AtLach operaLion and maintenance plans ; 16. 7. REQUESTED RESPONSE FROM FEMA After examining the perLinenL NFIP regulaLions and reviewing the document enLitled "Appeals, Revisions, and Amendments to Vlood Insurance Maps: A guide for Community Officials," da[ed January 19~0, this request is for a. CLOMR 1,0 M 1{ c. PM It A leLter from Fl']MA commenting on whether a proposed pro. iecL, ifbuilt as proposed, would justify a map revision ( LOMR or PMR), or proposed hydrology changes (see 44 CFR Ch. I, Purls 60, 65, and 72). A letter from FI';MA officially revising the current NFIP map Lo show changes to floodplains', floodways, or flood elevations. LOMRs typically depict decreased flood hazards. (See 44 CFR Cit. [ Parts 60 and 65.) A reprinted N Fl P map incorporating changes to floodplains, floodways, or flood eleva Lions. Because o['the time and cost involved to change, reprint, and redistribute an NFIP map, a PMR is usually processed when a revision reflects [nm'eased flood hazards or large-scope changes. (See 44 CFR Ch. I, Parts 60 and 65.) d. Other: Describe 8. FORMS INCLUDED 17. Form 2 enLitled, "Certification By Registered Professional Engineer and]or I~and Surveyor" must be submitted. The following for~ns should be included with this request if(check the included forms): ltydrologic analysis for flooding source differs from that used to develop FIRM · tlydraulic analysis for rivcrine flooding differs from that used to develop Fl RM The request is based on updated topographic information or a revised floodplain or floodway delineation is requested · The request involves any type ofchannel modification · The request involves new bridge or culvert or revised analysis of an existing bridge or culvert The request involves a new revised levee/floodwall system · The request involves analysis ofcoastal flooding The request involves coastal structures credited as providing protection from the 100-year flood · The request involves an existing, proposed, or modified dam [] Hydrologic Analysis Form (Form 3) Riverine l lydraulic Analysis Form (Form 4) Riverine/Coastal Mapping Fo,',n (Form 5) ~ Channelization Form (Forn~ 6) [~Bridge/Culvert Form (Form 7) [] I.evee/Floodwall System Analysis Form (Form 8) [] Coastal Analysis Form (Form 9) [] Coastal Structures (Form 1 O) [] Dam Form (Form 1 I) The requesL involves structures credited as providing protection from the I O0-year llood on an alluvial fan [] Alluvial lean Flooding Form (Form 12) Revision Requestor and Community Official Form Form 1 Page 3 of 4 9. INITIAL REVIEW FEE 18. Tile minimum initial review fee for the appropriate request category has been included. Initial fee amount: $ VlETI IOD OF PAYMENT (Cheek one box) CA'RD NUMBER [] Yes [~ No PAYMENT I-] VISA ENCLOSED Check or money order only. Make payable to 1 National Flood Insurance Program [] MASTERCARD 2 3 4 5 6 7 $ 9 10 11 12 13 14 15 16 EXP. Date ~ignature or 19. This request is for a project that is for public benefit and is intended to reduce the flood hazard to existing development in identified flood hazard areas as opposed to planned floodplain development. [] Yes ~ No or 20. This request is to correct an error or to include the effects ofnatural changes within the areas ofspecial flood hazards. [i~ Yes [] No Note: I understand that my signature indicates that all inrormation submitted in support of this request is correct. ] Signature of Revision Requester Printed Name and Title of Revision Requester Company Name Note: Signature indicates that the community understands, fr°m the revision requester, the impacts ol'the revision on flooding conditions in the community. ~~mty Official Printed Name and Title of Community Official Community Name Date Does this request impact any other communities? [] Yes [~ No Ifyes, attach letters from all alTected jurisdictions acknowledging revision request and approving changes to floodway, : ifapplicable. Note: Although a photograph ofphysical changes is not requ. ired, it may be helpful ['or FEMA's review. , ' .. Revision Requestor and Community Official Form Form .1 Page 4'of 4 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067-0148 FEMA USE ONLY CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER Expires July 3 l, 1994 AND/OR LAND SURVEYOR FORM PUBLIC BURDEN DISCLOSURE NOTICE iPublic reporting burden for this form is estimated to average. 23 hour per response. Thc burden estimate includes thc time l'or reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Mana§emcnt Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office ot' Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. I. This certification is in accordance with 44 CFR Ch. I, Section 65.2 [example: water resources (hydrology, hydraulics, sediment transport, interior drainage)* structural, geotcchnical, land survcying.] 3. I have ID years experience in the expertise listed above. 4. l have ~ prepared ~rcviewed thc attached supporting data and analyses related [o my expertisc. 5. I ~havc ~ have not visited and physically viewed thc project 6. In my opinion, the following analyses and/or designs, is/are being certified: 7. Base upon the following review, the modifications in place have been constructed in general accordance with plans and specifications. Basis for above s~tement: (check all that apply) a. ~ Viewed all phases ofactual construction. b. ~ Compared plans and specifications with as-built survey information. c. ~ Examined plans and specifications and compared with completed projects. d. ~ Other 8. All information submitted in support of this request is correct to the best of my knowledge. 1 understand that any false statement may be punishable by fine or imprisomnent under' Title 18 of the United States Code, Section I001. (please prinL or type) (please print or type) Registration No. ¢20~ Expiration Date: ~/~J/~ff SLaLe ~X~% Type of License CIVI~ ~GIM~ (~0~~ ~ Seal IOptio~l) *Specify Subdiscipline Note: Insert not applicable (N/A) when s~tement does not apply. FEMA Form 81-89A. AUG 93 Cert~hcation by Registered Professional Engineer and/or Land Surveyor Form Form 2 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067-0148 FEMA USE ONLY RIVERI NE HYDRAULIC ANALYSIS FORM Expires July 3 I, 1994 PUBI,IC BURl)EH I)ISCLOSURE NOTICE Public reporting burden l'or this form is estimated to average 2.25 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments' regarding the accuracy of the burden estimate and any suggestions For reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office ol'Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. Community Name: Flooding Source: Cx::rr'rOM ~t::OD q~IP-/XMCI4 {One form for each flooding source) Project Name/Identifier: I.REACH TO BE REVISED DoWnstream limit: "~ 9. ~:~ J CO UpsLream limit: ~O'-/I 0 2. EFFECTIVE FIS [] Not studied I~l Studied by approximate methods Downstream limit ol'sLudy Upstream limit ol'study. [] Studied by detailed methods Downstream limit of study ~2~BICo Upstream limit ol'study (~-'//0 Fh)odway delineated Downstream l imlt of Floodway, Upstream limit or Floodway 3. HYDRAULIC ANALYSIS Why is the hydraulic analysis different from that used to develop the FIRM. (Check all that apply) [] Not studied in FIS [] Improved hydrologic data/analysis. Explain: Improved hydraulic analysis. Explain: [] Flood control structure. Explain: [] Other. Explain: FE. MA Form 81-89C, AUG 93 Riverine Hydraulic Analysis Form Form 4 Page 1 of 6 RIVERINE HYDRAULIC ANALYSIS FORM Models Submitted Full input and output listings along with files on diskette (ifavaiIable) l'or each ol'the models listed below and summary ol'the source olr input parameters used in the models must be provided. The summary must include a complete description of any changes made from model to model (e.g. duplicate effective model lo corrected effective model). Only the Duplicate Effective and the Revised or Post-Project Conditions models must be submitted. See instructions rot directions on when other models may be required. Only the 100-year flood profile is required for Sl~'! las with a Zone A designation. For areas which do not have detailed flooding, a hydraulic model is not required; however BFE's may not be added to the revised I"IRM. [] Duplicate Effective Model Natural Floodway Copies of the hydraulic analysis used in the effective FIS, referred to as the [] [] effective models (I0-, 50-, 100-, and 500.year multi-profile runs and the floodway run) must be obtained and then reproduced on the requestor's equipment to produce the duplicate effective model. This is required to assure that the effective model input data has been transferred correctly to the requestor's equipment and to assure that the revised data will be integrated into the effective data to provide a continuous FIS model upstream and downstream vt'the revised reach. [] Corrected Effective Model Natural Floodway The corrected effective model is the model that corrects any errors that occur in the duplicate effective model, adds any additional cross sections to the duplicate effective model, or incorporates more detailed topographic information than that used in the currently effective model. The corrected effective model must not reflect any man-made physical changes since the date o1' the effective model. An error could be a technical error' in the modeling procedures, or any construction in the floodplain that occurred prior to the date of the effective model but was not incorporated into the effective model. Natural Floodway [] Existing or Pre-Project Conditions Model [] [] The duplicate effective or corrected model is modified to produce the existing or pre-pro, ioof conditions model to reflect any modifications that have occurred within the floodplain since the date of the effective model but prior to the construction of the project for which the revision is being requested. If no modification has occurred since the date of the effective model, then this model would be identical to the corrected erfectlve or duplicate effective model. [] Revised or Post-Project Conditions Model Natural Floodway The existing or pre-project conditions model (or duplicate effective or corrected effective model, as appropriate) is revised to reflect revised or post- project conditions. 'Phis model must incorporaLe any physical changes to the floodplain since the effective model was produced as well as the effects of the project. When the request is for proposed project this model should reflect proposed conditions. [] Other: Please attach a sheet describing all other models or Natural Floodway calculations submitted. [] [] Riverine Hydraulic Analys,s ~o*m Form 4 Page 4. MODEL PARAMETERS (from model used to revise tOO-year wa ter surface elevation) Discharges: 10-year ..................................... 50-year ..................................... ! CiO-year .................................... 500-year .................................... Attach diagram showing changes in 100-year discharge Upstream Limit q6oo 6 qoo q4oo' l,xpla~n how the starting water surface elevations were determined Downstream Limit g,.Ioo 'i Give range of friction loss coefficients (Manning's 'N") Channel ........ 0.02 - 0, Overbanks ....... 0,055- O' 0~ Iffriction loss coefficients are different anywhere along the revised reach from those used to develop the FIRM, give location, value used in the effective FIS, and revised values and an explanation as to how thc revised values were determined. I,ocaLion .FIS Revised Describe how the cross section geometry data were determined (e.g., field surt,ey, topographic map, taken from. preoious study) and list cross sections that were added. Riverine Hydraulic Analysis Farm Form 4 Page 3 of 6 4. MODEL PARAMETERS (Cont'd) Explain how reach lengths for channel and overbanks were determined: S. RESULTS (from mode/used to revise lO0-year wa ter surface elevations) I)o the results indicate: 2. 3. 4. 5. a. Water surface elevations higher than end points ofcross sections? .................. b. Supercritical depth? ............................................................ c. Critical depth? ............................ ~: .................................... d. Other unique situations ........................................................ [] Yes [] No [] Yes [] No [] Yes [] No [] Yes [] No Ifyes to any ot'the above, attach an explanation that discusses the situation and how it is present, ed on the profiles, tables, and maps. a,O'r ~L.V'Z,~'I'~ What is t.he maximum change in energy gradient between ¢~oss-seetions? ....... J.-I q SpeciFy location .......................................... Bq ~22- Gq I0 What is the distance between the cross-sections in 2 above? .................... I .~ I~ F~. Specify location .......................................... What. is the maximum distance between cross-sections? ........................ I~il '~ F"r. Specify location .......................................... ~q~2-;Z-La-~l 0 Floodway determination a. What is the maximum surcharge allowed by the community or State? ......... I. b. What is the maximum surcharge For the revised conditions? .................. L Specify location .......................................... ~2~ftCz~; c. What is the maximum velocity? ............................................. Lo,-/ Specify location .............. ' .............................................. l~xplain: Coot Coot ~ps d. Are there any negeative surcharge values at any cross-section [] Yes ~ No Iryes, the floodway may need to widen. If it is not widened, please explain and indicate the maximum negative surcharge. ' Rive~ine Hydraulic Analysis Form Form 4 Page 4 of 6 5. RESULTS (Cont'd) Is the discharge value used Lo determine the floodway anywhere different from that used to determine the natural 100-yearrlood elevations? ................................................. [] Yes.[~ No If Yes, explain: Do 100-year water surface elevations increase at any location? ....................... [] Yes ~ No If yes, please attach a list of the locations where the increases occur, stale whether or not the increases are located on the requestor's property, and provide an explanation el'the reason for the increases. Please attach a completed comparison table entitled: Water Surface Elevation Check (See page 6) 6. REVISED FIRM/FBFM AND FLOOD PROFILES The revised water surface elevations tie inlo those computed by the effective FIS Model (I0-, 50-, 100-, and500-' year), downstream of the project at cross-secLion_.~ within. O feet and upstream of the project at cross section (:~-llO within O feet. The revised floodway elevations Lie into those computed by the effective FIS model, dowsLream of the project at cross section 52~1Co within {5) feet and upstream ofthe projecL at cross section C~14 :~O within 0.01 feet. I). Attach profiles, at the same vertical and horizontal scale as the profiles in Lhe effective INS report, showing stream bed and profiles of all floods studied (without, encroachment). Also, label all cross sections, road crossings (including low chord and top-of-road data), culverts, tributaries, corporate limits, and study limits. If channel distance has changed, the stationing should be revised for all profile sheets. Attach a ["loodway Data Table showing data for each cross section listed in the published Floodway Data Table in the I,'iS report. Proceed to Riverlne/Coastal Mapping Form Riuerine Hydraulic Analysis Form Form ti Page · 2 'FEDERAL EMERGENCY MANAGEMENTAGENCY ~ O.M.8. Burclen No. 3067-0148 FEMA USE ONL Y RIVERINFJCOASTAL MAPPING FORM Expires July 31. 1994 I~UBLIC BURDEN DISCLOSURE NOTIC, E Public reporting burden for this form is estimated to average 1.5 hours per response. The burden estimate includes thc [time for reviewing instructions, searching existing data sources, gathering and ~naintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office el'Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, l)C 20503. Community Name: ~ITY C)~ COPi::~I~L. Flooding Source: Project Name/Identifier: 1. A topographic work map ofsuitable scale, contour interval, and planimetric definition must be submitted showing (indicule N/A when nv/applicable): A. Revised approximate 100-year floodplain boundaries (Zone A) ............ [] Yes B. Revised detailed 100- and 500-year floodplain boundaries ................. [] Yes [] C. Revised 100-year floodway boundaries ................................. [] Yes [] D. Location and alignment o£all cross sections used in the revised hydraulic model with stationing c0htrol indicated ....................... [] Yes .1-'1 Stream alignments, road and dam alignments .......................... [] Yes [] Current community boundaries Effective 100- and 500-year floodplain and 100-year floodway boundaries from the FIRM/FBFM reduced or enlarged to the scale oFthe topographic work map .................................... [] Il. Tie-ins between the effective and revised 100'- and 500-year floodplains and 100-year floodway boundaries .......................... [] I. The requestor's property boundaries and community easements .......... [] d. The signed certification ora registered professional engineer ............. [] K. I,ocaLion and description oFreFerence marks .................... ' ........[] I,. Vertical datum (example: NGVD, NAVD etc.) .......................... [] M. Coastal zone designations tie into adjacent areas not being revised ....... I'-I N. l,ocution and alignment ofall coastal transecks used Lo revise the coastal analyses .................................................... [] ....................................... [] Yes ifany of the items above are marked no or N/A, please explain: Included [] No [] NIA No [] N/A No [] N/A No [] N/A No [] N/A [] No [] N/A Yes [] No [] N/A Yes [] No [] Yes [] No [] N/A Yes [] No [] N/A Yes [] No [] N/A Yes [] No [] N/A Yes [] No [] N/A Yes [] No [] NIA What is the source and date of the'updated topographic information (example: orthophoto map,% July 1985; field suroey, May I979, beach profiles, June 1987, etc.)? OrV og ~u_.: wr-~-iglzutxlzq Iqq2 · ' What is the scale and contour interval of the following workmaps? a. Effective leis scale Contour interval b. Revision Request 15tC,~0' scale 2' Contour interval NOTE: Revised topographic inrormatlon must be o£equal or greater detail. -. Attach an annotated IelRM and FBFM at the scale orthe effective FIRM and IeIlleM showing the revised 100-year and 500-year floodplains and the tOO-year floodway boundaries and how they tie into those shown on the effective FIRM and FBI,'M downstream and upstream orthe revision or adjacent to the area orrevision rot coastal studies. Attach additional pages if needed. FEMA Form 81-890, AUG 93 .... ',.. R!verinet¢oastal Mapping Form Form 5 Page 1 ol 3 1. MAPPING cHANGEs (Cont'd) Flood Boundaries and 100-year water surface elevations: ['las the lO0-year floodplain been shifted or increased or the 100-year water surface elevation increased at. any location on property other than the requestor's or community's ? [] Yes [1~ No Ifyes, please give the location orshirt or increase and an explanation for the increase. a. l lave the affected property owners been notified ofthis shirt or increase and the effect it will have on their property? ........................................................... [] Yes [] No If yes, please attach letters from these property owners stating they have no objections to the revised flood boundaries ifa LOMR is being requested. b. What is the number of insurable structures that will be impacted by this·shift or increase? 6. }{ave the floodway boundaries shifted or increased at any location compared to those shown on the effective FBFM or FIRM? ......................................................... ~[~ Yes [] No Ifyes, explain: ~. Ira V- zon~ has been d~si~na~ed, has k been delineated ~o extend landward to the heel o~Che primary frontal dune? ~ Yes ~ No N/A If no, explain: Manual or digital map submission: [~q Mantial [] Digital Digital map submissions may be used to update digital FIR/vls (DFIRMs). For updating DFIRMs, these submissions must be coordinated with FEMA I Ieadquarters as rat in advance orsubmission as possible. :},' Riverlne/Coastal Mapping Form Form 5 P~ge 2 of 3 2. EARTH FILL PLACEMENT The fill is: [] Existing [] Proposed l las fill been/will be placed in the regulatory floodway? ...................... lfyes, please attach completed Riverine tlydraulic Analysis Form. Has fill been/wi 11 be placed in floodway fringe (area between the floodway and l O0-year floodplain boundaries)? ...................................... [] lfyes, then complete A, B, C, and D below. A. [] Yes [] No Yes [] No Are fill slopes for granular materials steeper than one vertical on one-and-one-half horizontal? ....................................... [] Yes lfyes, justify steeper slopes [] No Is adequate erosion protection provided for fill slopes exposed to moving flood waters? (Slopes exp()sed to flows with velocities of up to 5 feet per second(fps) during the l O0-year flood must, at a minimum, &; protected by a cover of grass, vines, weeds, or similar vegetation; slopes exposed to flows with velocities greater than 5 fps during the l O0-year flood must, at a minimum, be protected by stone or roch ripr,.v.) ........................................................... . ......... ~ Yes [] No Il'no, describe erosion protection provided o llas all fill placed in revised 100-year floodplain been compacted to 95 percent of the maximum density obtainable with the Standard Proctor Test Method or acceptable equivalent method? [] Yes [] No D. Can structures conceivably be constructed on the fill at any time in the future? ~ Yes [] No lfyes, provide certification of fill compaction (item C. above) by the community's NFIP permit official, a registered professional engineer, or an accredited soils engineer. ttas fill been/will be placed in a V-zone? [] Yes [] No If yes, is the fill protected from erosion by a flood control structure such as a revetment or seawall? [] Yes [] No If yes, attach the coastal structures form. Riverine/Coastal Mapping Form Form 5 Page 3 of 3 FEDERAL EMERGENCY MANAGEMENT AGENCY I O.M.B. Burden No. 3067-0148 I FEMA USE ONLY CHANNELIZATION FORM I Expires July31, 1994 I PUBLIC BUI(DEN DISCLOSURE NOTICE Public reporting burden for this form is estimated'to average 1.75 hours per response. The burden estimate includes the time for reviewing ~nstruct~ons, searching exlst~ng data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reduc~n~ this burden, Lo: Information Collections M~nagement, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; ~nd to the O~ce &Management and Budget, Paperwork ReducUon Pro, eot (3067- 0148), Washington, DC 20503. Community Name: O._V~¥ Flooding Source: O-~T~"O Project Name/Identifier: 1. EXTENT OF CHANNELIZATION l)ownstream limiL: Upstream limit: 2. CHANNEL DESCRIPTION Describe the inlet to the channel Briefly describe the shape or the channel (both cross sectional andplanimetric configuration) and its lining (channel bottom and sides) ~' Cff~'~ll~'b ]~bT~"~l'~ , ~:[ ~D~~ Z:l ~ ~~ ~bqD, Describe the outlet ~rom the channel t~~ ~4~~~ tM~ ~6t ~~ ~~ - ~, ~~ (~,) Thc channelization includes: [] Levees (Attach Levee Form) [] Drop structures [] Superelevated sections [] Transitions in cross sectional geometry [] Debris basin/detention basin [] Energy dissipater [] Other 5. Attach the following: Certified engineering drawings showing channel alignment and locations &inlet, outlet, and items dmcked in item 4 ~rtCq01~' ~ ~, ~I~Ui~' ~ Typical cross sections and profiles of channel banks and invert FEMA Form 81-SgF, AUG 93 Channelization Form Form 6 Page 1 of 3 3. HYDRAULIC CONSIDERATIONS 2. 3. 4. 5. What is the 100-year discharge? ..................................... 7~OO Do the cross sections in the hydraulic model match the typical cross sections in the plans? [~ Yes [] No Are the channel banks higher than the 100- year flood elevations everywhere? ......... [] Yes [] No Are the channel banks higher than the 100-year flood energy grade lines everywhere? .. [] Yes [] No Is the land on both sides otethe channel above the adjacent 100-year flood elevation atall points along the ehannel? .................................................... [] Yes [] No Wh~t is the range offreeboard? .......................................... 0 -- 2, 3 What is the range of the 100-year flood velocities? ......................... What is thc lining type? (both bottom and sides) 1~,~' ~-~ ~: C~(_f3gV~ ~ Explain how the channel lining prevents erosion and main~ins channel stability (attach documentation) What is the design elevation in Lhe channel based on? [] Subcritical flow [] Critical flow [] Supercritical flow [] Energy grade line Is ] 00-year flood profile based on the above type orflow? .............................. [] Yes [] No If no, explain: e~ feel 10. Is there the potential for a hydraulic jump at the following locations? Inlet to channel .................................................................. [] Yes [] No Outlet ofehannel ................................................................. [] Yes [] No At Drop Structures ............................................................... [] Yes [] No At Transitions ................................................................... [] Yes [] No Other locations. Explain: If the answer to any of the above is yes, please explain how the hydraulic jump is controlled and the effects of the hydraulic jump on the stability of the channel. Explain: Channelization Form Form 6 Page 2 of 3 ,. 4. SEDIMENT TRANSPORT CONSIDERATIONS A. Is there any indication from historical records that. sediment transport (including scour and deposition) can affect the 100-year water surface elevations and/or the capacity o1' the channel? ..... [] Yes [] No B. Based on the conditions of the watershed and stream bed, is there a potential fi)r sediment transport. (including scour and deposition) Lo affect the 100-year water surface elevations and/or the capacity of the channel? ..................................................................... [] Yes l~ No If'the answer to either 1A or lB is yes: A. What is the estimated sediment (bed) load? cfs (attach gradation curve) Explain method used to estimate load B. Is the 100-year flood velocity anywhere within the channel less than the - 100-year flood velocity of the inlet? C. Will sediment accumulate anywhere within, the channel? D. Will deposition or scour occur at or near the inlet? E. Will deposition or scour occur at or near the outlet? [] Yes [] No [] Yes [] No []' Yes [] No [] Yes. [] No Attach documentation showing affects on the Hydrologic and Hydraulic analyses Channelization Form Form 6 Page 3 of 3 "FEDERAL EMERGENCY MANAGEMENT AGENCY O,M. 8. Burden No. $067-0148 FEMA USE ONLY BRIDGE/CULVERT FORM Expir'e$$uly 3 I, 1994 PUBLIC BURDEN DISCLOSURE NOTICE Public report]ng burden ['or this form is estimated to average 2 hours per response. The burden estimate includes the time.for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and rev{ewing Lhe ['orm. Send comments regarding the accuracy of the burden estimate and any suggestions ['or reduc]ng Lhis burden, to: ln['ormation Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office o[' Management and Budget, Paperwork [{eduction Project (3067- 0148),, Washington, DC 20503. Community Name: Flooding Source: QJCYF'CiDi,,~ ~00 b Project Name/Identifier: 1. IDENTIFIER Name of roadway, railroad, etc.: l,ocation of bridge/culvert along flooding source (in terms of stream distance or cross-section identifier):. This revision reflects (check one of the following): [] New bridge/culvert not inodeled in the FIS [] Modified bridge/culvert previously modeled in the FIS [] New analysis ofbridge/culvert previously modeled in the FIS (Explain why new analysis was performed) 2. BACKGROUND Provide the following information about the structure: ~'1~0~7-~" /.0 ' ~'-SP--I D~ b/X.YOO'r- Dimension, material, and shape (e.g. two 10 x 15 feet reinforced concrete box culvert,; three 30-root span bridge with 2 rows ol'~wo 3- toot diameter circular piers; 40-foot wide ogee shapb spillway) Entrance geometry ofculverCttype ofbridge opening (e.g. 30 "- 75 "wing walls with square top edge, sloping embankments and vertical abutments) 3. Hydraulic model used to analyze the structure (e.g., IIEC-2 with special bridge routine, WSPRO, ll Y8). lfdifferent than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structure(s). (Attach justification) Note: If any items do not apply to submitted hydraulic analysis, indicate by N/A * One form per new/revised bridge/culvert FEMA Form 81-89E, AUG 93 Bridge/Culvert Form Form 7 Page I of 6 3. ANALYSIS Sketch the downstream face of the structure together with the road prol~le. Sho'w, ut a minimum, the maximum low chord elevation, invert elevation, minimum top or road elevation, and ineffective flow widths. Sketch the upstream face of the structure together with the road profile. Show, at a minimum, the maximum low chord elevation, invert elevation, and minimum top of road elevation. 6ridge/Culver~ Form Form ? Page 2 of 6 3. ANALYSIS (Cont'd) Sketch the plan view of the structure(s) Show, al. a mini~num, the skew angle, cros§-secLion locations, distances between cross sections, and length of structure (s). flow Attach plans of the structure (s) certified by a registered Professional Engineer. Culvert length or bridge width (ft) Calculated culvert/bridge area (It") by the hydraulic model, il'applicable Total culvert/bridge area (fL 2) Bridge/Culvert Form Form 7 Page 3 of 6 3. ANALYSIS (Cont'd) Elevations Above Which Flow is Effective for Overbanks -~e-~O~4 1E~-~'~ohq240~---C)'TO Cef;~g~-~t.~ (~-Fl~$~Za~tx~_) l,eft Overbank Right Overbank Upstream face Downstream face Minimum Top of Road Elevation Upstream face Downstream face l,eft Overbank I~.ight Overbank ! 00-Year Elevations Upstream face Downstream face Water Surface l'~levations Energy Gradient Elevations Discharge A mount of flow through/over the structure (s) (els) Low Flow Pressure Flow Weir Flow Total Flow The maximum depth of flow over the roadway/railroad (ft.) ..................................... Weir length (ft.) ........................................................ Top Widths Floodplain Floodway Upstream lace Downstream face Top Widths Effective Flow Effective and Ineffective Flow Upstream face Downstream face Bridge/Culvert Form Form 7 Page 4 of 6 3. ANALYSIS (Cont'd) I,oss Coefficients Entrance loss coefficient Manning's "n" value assigned to the structure(s) Friction loss coefficient through structure (s) Other loss coefficients (e.g., bend manhole, etc.) Total loss coefficient Weir coefficient Pier coefficient Contraction loss coefficient Expansion loss coefficient (:),5 4. SEDIMENT TRANSPORT CONSIDERATIONS 1. o A. Is there any indication from historical records that sediment transport [including scour and deposition) can affect the 100-year water surface elevations? ............................. [] Yes ~] No B Based on the conditions (such as geomorphology, vegetative cover and development of the watershed and stream bed, and bank conditions), is there a potential for debris and sediment transport (including scour and deposition) to affect the 100-year water surface elevations and/or conveyance capacity through the bridge/culvert.? ....................................................... [] Yes [] No lfthe answer to either lA or lB is yes: A. What is the estimated sediment (bed material) load? els (attach gradation curve) Explain method used to estimate the sediment transport and the depth or scour and/or deposition B. Will sediment accumulate anywhere through the bridge/culvert?Il Yes [] No Ii'yes, explain the impact on the conveyance capacity through the b,'idge/cu Ivert? 5. FLOODWAY ANALYSIS Explain method of bridge encroachment ~floodway run) Bridge/Culvert Form Form 7 Page 5 of 6 5. FLOODWAY ANALYSIS (Cont'd) Comments (explain any unusual situations): Attach analysis. Bridge/Culvert Form Form 7 Page 6 of 6 REVISION REQUESTOR AND COMMUNITY OFFICIAL FORM Expires July 31, 1994 i'UBLIC IIUI{I)EN I)iSCLOSUI[E NOTICE Public reporting burden for this form is estimated to average 2.13 hours per response. The burden estimate includes the time I'or reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and 'completing and reviewing the form. Send comments regarding the accuracy el'thc hurden estimate and any suggestions 'fin' reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C SLreet, S.W., Washington, I)C 20472; and to the Office of Management and Budget, Paperwork Reduction ProjccL (3067- , 0148)~ WashingtonI I)C 20503. I. OVERVIEW !. The basis for this revision request is (arc): (check all that apply) ~ Physical change [] Existing [] Proposed [] Improved methodology [] Improved data [] Floodway revision [] Other Explain 2. I"h)odingSource: _I')~,.~FDNI 3. l'ro. iect Name/Identifier: CO1-4>~q~;%Tl>}d ~- 4. FEM A zone designations affected: ~ X {example: A, Ail, AO, Al-A30, A99, AE, V, VI-30, VIS, B, C, D, X) 5. The NFIP map panel(s) affected for all impacted communities is (are): Co~nmunity Community Mai) Panel Ell'reLive No. Name County StaLe No. No. Date I,;X: 480301 Katy,City llarris, Fort Bend TX 480301 0005D 02/08/83 480287 i larris County tlarris TX 48201C 0220G 09/28/90 6. The area o£revision encompasses the I'ollowing types that apply) Types or I"looding [] Riverinu [] Coastal [] Alluvial Fan [] Shallow Flooding te.g. Zones AO and AII~ [] Lakes AfFected by wind/wave action [] Yes [] No I-I Other(describe) of flooding, strucl.ures, and ussoclated disciplines: (check all Structures Disciplines* [] Channelization [] Water Resources [] Levee/Floodwall [] l lydrology [] Bridge/Culvert [] I lydraulics [] I)am [] SedimentTransport [] CousLal ~ InterlorDrainage ~ FiLl [] Structural [] PumpSLation [] Geotechnical [] Nono [] l,and Surveying [] Channel Relocation [] Other (describe) [] Excavation [] Other (describe) * Attach completed "Certification by Registered Professional Engineer and/or Land Surveyor" [form for each dlsc~pllne checked. (I,'orm 2) 2, FLOODWAY INFORMATION 7. Does the affected I'louding source have a floodway dusignaLcd un the elTecLivu I,'[I(M or I"IiI"M? ~ Yes [] No 8. ~)o~s~herevisedflo~dwayd~ineati~ndiff~r~`r~mLha~sh~wn~n~hee~ec~iveF~ICM~rFB~°~M t-lYes I~No IFyes, give reason: FEMA Form 81-89. AUG 93 Revision Requestor and Community Official Form Form 1 Page 1 of 4 Attach copy of either a public notice distributed by the community stating the community's intent to revise the floodway or a statement by tile community that il. has notified all affected property owners anti affected adjacent jurisdictions. 9. Does tile State have jurisdiction over the floodway or its adoption by communities participating in tho N FIP? [] Yes [] No Ifyes, al.lzmh a copy ora letter notifying tile appropriate State agency of thc floodway revision and documentation of the approval of the revised floodway by the appropriate State agency, 3. PROPOSED ENCROACHMENTS 10. With floodways: 1A. Does the revision request involve fill, new construction, substantial improvement, or other development in the floodway? [] Yes [~ No I B. lfyes, does the development cause the 100-year water surface elevaLhm Lo increase at any location by more : . than 0.000 feet? [] Yes [] No 11. Without floodways: 2A. l)oos the revision request inw~Ive fill, new construction, substantial improvement, or other development in the lOO-year floodplain? ~Yes [] No 21½. Ifyes, does the cumulative effect el'all development that has occurred since the effective SFIIA was originally identified cause the 100-year water surface elevation to increase at any location by more than one foot {or other surcharge lintil if cotnmunity or stale has adopted more stringenl criteria)? [] Yes [~No If the answer to either Items 1 II or 211 is yes, please provide documental.ion that all requirements orSection {15. I 2 of the NI"I P regulations have been met, regarding evaluation el'alternatives, notice to individual legal property owners, concurrence of (]1,;O, and certification Lhal no insurable struclures arc impact.ed. 4. REVISION REQUESTOR ACKNOWLEDGMENT 12. ~av~ngre~dNF~?.egu~a~i~ns~44C~`~.Ch.~parts59~G~6t~and7:)~be~ievethal.theprop°s~drevhd~n [~ is [ ~ is not in compliance wikh U~e requirements oFUle a~orcmenLioncd NF1P Rcgula;ions. 5- COMMUNITY OFFICIAL ACKNOWLEDGMENT 13. Wa~ this revision request reviewed bg the communiL~ for complianc~ wiCl~ thc communiL~'~ mlopked floodplain managemenLordinance~? ~ Yes ~ ~o Does this revbion request have the endorsemenLo[Lhe community? ~ Yes ~ ~o 14. If no to either of the above quesLions, please explain: Please note that community acknowledgment and tot notification is required for all requests as outlined in Section 65.,1 (b) el~ the N FI P Regulations. 15. 6. OPERATION AND MAINTENANCE I)oes the physical change involve a flood control structure (e.g., levees, floodwalls, clmnneliz, uLion, basins, dams)? []Yes ~ No If yes, please provide the following information ['or each orthe new flood control structures: A. Inspection orr[he flood conLrol project will be conducted periodically by enLity with a maxinmm inLerval of months between inspections. B. Based on the results ofscheduled periodic inspections, appropriate main[chance ofthe flood control facilities will be conducted by (~:nLiLy} Lo ensure the integrity ami degree or flood protection o1' the structure. w,trn]ng system, specific acLions and A formal plan ofoperation, including documentation of the food · ' . assignments el' responsibility by individual name or LiLle, and provisions Ibr testing the plan at intervals not less than one year, [] has [] hits not been prepared I'or Lhe Ilo.d control sLrucLure. Revision Requester and Community Ofhcidl Form Form 1 Page 2 of 4 I). The cmnmunity is willing Lo assume responsibility for [] performing [] overseeing compliance wiLh the maintenance and operation plans o1' the (Name) flood control structure. If not per£ormed promptly by un owner other than the community, the community Will provide the necessary services without cost to the Federal government. Attach operation and maintenance plans ~ 16. 7. REQUESTED RESPONSE FROM FEMA After examining the pertinent N l"l P regulations and reviewing the document enLitled "Appeals, Revisimts, and Amendments to Flood Insurance Maps: A guide for Community Officials," dated January 1990, this request is for ~a. CI,OMR fl b. I,OMR c. PMR A letter from ["F,M A commenting on whether a proposed project, ifbuilt as proposed, would justify a map revision (LOMR or PMR), or proposed hydrology changes(see44 CFR Ch. I, Parts 6(1, 6,5, and 72). A letter from Pi';MA officially revising the current NFIP map Lo show changes to floodplains,' floodways, or flood elevations. LOMRs typically depict decreased flood hazards. (See 44 CFR Cit. I Parts 60 and 65.) A reprinted N FI P map incorporating changes to floodplains, floodways, or flood elevations. Because of the time and cost involved to change, reprint, and redistribute an NFIP map, a PMR is usually processed when a revision reflects increased flood hazards ur large-scope ' changes. (See 44 CP'R Ch. I, Parts 60 and 65.) d. Other: Describe FORMS INCLUDED 17. Form 2 untitled, "Certification By I~.cgistered Professional Lng~neer andJor l,and Surveyor" must be subntiLted. The following forms should be included with this request if(check the included forms): · ltydrologic analysis for flooding source differs from that used to develop FIRM · Hydraulic analysis ['or riverine flooding differs from that used to develop Fi ltM The request is based on updated topographic information or a revised floodplain or floodway delineation is requested . The request involves any type orchannel modification · The requesl involves new bridge or culvert or revised analysis o£an existing bridge or culvert · The request involves a new revised levee/floodwall system · The request involves analysis ofcoastal flooding · The request involves coastal structures credited as providing protection from the lO0-year flood The request involves an existing, proposed, or modified dam [] Hydrologic Analysis Form (Form 3) Riverine I lydraulic Analysis Form (Form 4) Riverine/Coastal Mapping Form (Form 5) [] [] Channelization Form (Form 6) B,'idge/Culvert Form ,. (Form 7) [] l,cveelPloodwall System Analysis Form (l"orm 8) [] Coastal Analysis Form (Form 9) [] Coastal Structures (Form 10) [] Dam Form (Form 1 l) The requesL involves structures credited as providing protection i'rom the 100-year flood on an alluvial fan [] Alluvial Fan l"looding Form (Form 12) Revision Requestor'and Commumty Ofticmal Focm fo~m 1 Page 3 o! 4 9. INITIAL REVIEW FEE 8. The minimum initial review fee for the appropriate request category has been included. l,dtial fee amount: $ M ETI I OD OF PAYMENT (Check one box) 19. 20. [] PAYMENT [] VISA ENCLOSED Check or money order only. Make payable to 1 National Flood Insurance Program CA'RD NUMBER 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 EXP. Date: . ,:':" Signature or This request is for a project that is for public benefit and is intended to reduce the flood hazard to existing development in identified Flood hazard areas as opposed to planned floodplain development. I~ Yes [] No or This request is to correct an error or to include the effects or natural changes within the areas or speclai flood hazards. ~1 Yes [] No Note: I understand that my signature indicates that all information submitted in support o£ this request is correct. Signature of Revision Requester Printed Name and Title of Revision Requester Company Name Does this request impact any other communities? [] Yes {5] No Note: Signature indicates that the community understands, from the revision requester, the mpacts of the revision on flooding conditions in the community. Slgnat~ Community Official Printed Name and Title of Community Official O_IT'/OF Community Name Ifyes, attach letters from all affecte, d jurisdictions acknowledging revision request and approving changes to floodway, if applicable. 'Note: Although a photograph ofphysical changes is not requ. ired, it may be helpful for FEMA's review. · ....~ '.: " Revision Requesto,r and Community Official Form Form .1 Page 4'of 4 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No, 3067-0148 FEMA USE ONLY CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER Expires July 31, 1994 AND/OR LAND SURVEYOR FORM PUBLIC BUH. DEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average. 23 hour per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Mum~gement Agency, ~00 C S~recL, S.W., Washington, DC 20472; and to the O~ce of Munugement and Uudget, Palmrwork ReducUon Projecl, (3067- 0148), Washington, I)C 20503. 1. This certification is in accordance with 44 CFR Ch. I, ~ection 65.2 2. I am licensed with an expertise in [example: wa~er resources (hydrology, hydraulics, sediment transport, interior drainage)* structural, geotechnical, land surveying.l 3. I have IO years experience in the expertise listed above. 4. i have ~ prepared ~ reviewed thc attached supporting data and analyses related to my expertise. 5. I ~ have ~ have not visited and physically viewed the project. 6. In my opinion, the following analyses and/or designs, is/are being certified: 7. Base upon the following review, the modifications in place have been constructed in general accordance with plans and specifications. Basis for above s~tement: (check all ~hat apply) a. ~ Viewed all phases of actual construction. b. ~Compared plans and specifications with as-built survey information. c. ~xamincd plans and specifications and compared wi~h completed projects. d. ~ Other 8. Ail information submitted in supportofthis request is correc~ to the bestofmy knowledge. I understand that any false s~atement may be punishable by fine or i~nprisonment under Title 18 of the U hired S~ates Code, Section 1001. (please printer type) (please prin~ or type) Registration No. ~0~ Expiration Date: ~/~1/q~ State Seal *Specif~ Subdiscipline No~e: Insert no~ applicable (N/A) when s~ement does no~ applT. FEMA Form 81-89A, AUG 93 Cerhhcation by Registered Professional Engineer and/or Land Surveyor Form Form 2 fllVERINE HYDRAULIC ANALYSIS FORM Expire$luly St 1994 I'UBI]IC'i~UI{i)EN I)[SCLOSUI{E NOTICE Public reporting burden ?or Lhis form is esLimated Lo average 2.25 hours per response. The burden estimate includes the time for rcvlcwing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments' regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information CollecLions Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office oFManagement and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. Community Name: Flooding Source: Projuct Name/Identifier: 1. REACH TO BE REVISED Downstream limit: Upstream limit: 2. EFFECTIVE FIS [] NoLstudied ~-] Studied by approximate methods Downstream limit of study Upstream limit of study [] Studiud by detailed methods Downstream limit of study Upsl. ream limit ofstudy Floodway delineated Downstream limit of Floodway Upstream limit of Floodway, 3. HYDRAULIC ANALYSIS Why is the hydraulic analysis different from that used to develop the FIRM. (Check all that apply) [] Notstudied in FIS [] Improved hydrologic data/analysis. Explain: .l~lmproved hydraulic analysis. Explain: ~ Flood control structure. Explain: [] Other. Explain: FI[MA Form 81-89C, AUG 93 Riverine Hydraulic Analysis Form Form 4 Page 1 of 6 3, RIVERINE HYDRAULIC ANALYSIS FORM Models Submitted Full input and output listings along with fllus on diskuttu (ifauailable) for each of the models listed below and · summary ol'the sourcu of input parameters used in the models must be provided. Thu summary must include a eomvlete description ol'any changes made from model to model (e.g. duplicate e£/'ectiue model to corrected effectiue model). Only the Duplicate Effective and the Revised or Post-Project Conditions models must. be submitted. See instructions fi~r directions on when other models may he required. Only the 100-yea,' flood profile is required for $I,'I las with a Zonu A designation. For areas which do not huve detailed flooding, a hydraulic model is not reqvired; however BFE's may not be added to the revised FIRM. [] Duplicate Effective Model Natural Copies oF the hydraulic analysis used in the effective VIS, referred to as the [] effective models (I0-, 50-, 100-, and 500-year multi-profile runs and the, floodway run) must be obtained and then reproduced on thc requestor's equipment Lo produce the duplicate effective model. 'Phis is required to assure that the effective model input data has been transferred correctly to the requestor's equipment and to assure that thc revised data will be integrated into the effective data to provide a continuous FIS model upstream and downstream of the revised reach. [] Corrected Effective Model Natural The corrected effective model is the model that corrects any errors that. occur in the duplicate effective model, adds any additional cross sections to the duplicate effective mo(lei, or incorporates more detailed topographic information than that used in the currently effective ~nodel. The corrected effective model must no__._~ reflect any man-made physical changes since the date oF the effective model. An error could be a technical error in the modeling procedures, or any construction in the floodplain that occurred prior to the date of the effective model but was not incorporated into the effective model. [] Existing or Pre-Project Conditions Model Thc duplicate effective or corrected model is modified Lo produce thc existing or pre-proiect conditions model to reflect any modifications that have occurred within Cbc floodplain since the date of the effective model but prio,' to the construction of thc project for which the revision is being requested. If no modification has occurred since the date of the effective model, then this model would be identical to the corrected effective or duplicate effecti ye model. [] Revised or Post-Project Conditions Model The existing or pre-project'conditions model (or duplicate effec'tioe or corrected effective model, as appropriate) is revised to reflect revised or post- project conditions. 'Phis model must incorporate any physical changes to the floodplain since the effective model was produced as well as thc effects of the project. When the request is for proposed project this model should reflect proposed conditions. Floodway Floodway Natural Floodway Natural Floodway Other: Please attach a sheet describing all other models or calculations submitted. Natural Floodway IZI' Riverlne Hydraulic Analys~s Form Form 4 Page 2 ot ii 4. MOOEL PARAMETERS (from mode/used (o revise fOO-year water surface elevation) 1. Discharges: Upstream Limit le0-year .................................... §00-year .................................... Downstream Li~nit ., I,-l?oo Attach diagram showing changes in 100-year discharge 2. Explain haw thc starting water surface elevations were determined Give range of friction loss coefficients (Manning's "N") Channel ........ Overbanks ...... 0, o45- O.OL O.oq5 - o,%o If fricLion loss coefScients are different anywhere along the revised reach fi'om Lhose used to devel°p the I"II'LM, give location, value used in the effective FIS, and revised values and an explanation as to how the revised values were determined. N//x Location FiS Revised Explain: Describe how the cross section geometry data were determined (e.g., fieldsurt, ey, topographic map, taken [rom previous study) anti list cross sections that were added. "RDerlne Hydraulic Analysis Form Form 4 Page 3 of 6 4. MODEL PARAMETERS (Cont'd) Explain how reach lengths for channel and overbanks were'determined: 5. RESULTS (from model used 1o revise lO0-year water surface elevations) 1. Do the results indicate: a. Water surface elevations higher than end points of cross sections? .................. · b. Supercritical depth? ............................................................ ' e. Critical depth? - d.' Other unique situations [] Yes [] No [] Yes [] No [-] Yes [] No [] Yes ~ No Ifyes to any of the above, attach an explanation that discusses the situaLion and how it is presented on the prolqles, tables, and maps. ~ L.~ Ze:--E~t~--T~2TI ~'~ What is the maximum change in energy gradlen~ between c~oss-sectlons? ....... Specify location .......................................... ~4~O- What is the distance between the cross-sections in 2 above? .................... I00 Specify location .......................................... What is the maximum distance between cross-sections? ........................ Specify location .......................................... 5. Floodway determination a. What is the maximum surcharge allowed by the community or SLate? ......... b. What is the maximum surcharge for the revised conditions? .................. ~.j .., Specify h)caLion .......................................... ..,~i '.,'i .'ii :' 'c. What is the maximum velocity? ............................................. ' Sl)ecil'y location ............................................................ Explain: d. Are there any negeative surcharge values aL any cross-section [] Yes ~ No Ifyes, the floodway may need Lo widen. If it is not widened, please explain and indicate the maximum negative surcharge. ' ' Riverine Hydraulic Analysis Form Form 4 . Page 4 of 6 5. RESULTS(ConS'd) 6." Is the discharge value used to determine the floodway anywhere different from that used to determine the natural 100-year flood elevations? ' El Yes.[] [No ~ lfYes, explain: Do l00-year water surface elevations increase aL any location? ....................... [] Yes [~ No Ifyes, please attach a list of the locations where the increases occur, state whether or not the increases arc located on the rcquestor's property, and provide an explanation of the reason for the increases. Please attach a completed comparison table enLi tied: Water Sur£ace l~levaLion Check (See page 6) ': 6. REVISED FIRM/FBFM AND FLOOD PROFILES The revised water surface elevations tie into those computed by the effective FIS Model (I0-, 50-, I00-, and500-': year), downstream of thc project aL cross-section ~ 2_ (cC) within 0 feet and upstream of the project at cross section ~0 within 0 feet. B. The revised floodway elevations fie into those computed by the effective FIS model, dowstream of the project at ['eel and upstream or the project at cross section 5qqL~O cross section' b49 o within within 0 fueL. ALLach profiles, at the same vertical and horizontal scale as the profiles in Lhe effective FIS report, showing stream hud and profiles of all floods studied (without encroachment). Also, label all cross sections, road crossings (including low chord and top-of-road data), culverts, tributaries, corporate limits, and study limits. Ifchanncl distance has changed, the stationing should be revised for all profile sheets. i). Attach a Floodway Data 'Fable showing data for each cross section listed in thc published Floodway Data Table in the VIS report. Proceed to Riverine/Coastal Mapping Form ' Riverine Hydraulic Analysis Form Form ~l Page 5 of § I,M .o_ ~o ~ ,,, - ~ o m 0 ~ 0 0 o · .- 'FEDERAL EMERGENCY MANAGEMENT AGENCY:: ' '~ o.M. 8. Bu~-de nNo. 3067-0148 FEMA USE ONLY ,RIVERINE/COASTAL MAPPING FORM Expires Jut), $1 1994 J PUBLIC BURDEN DISCLOSURE NOTI(.',E Public reporting burden for this form is estimated to average 1.5 hours per response. The burden estimate includes the Jtime for reviewing instructi,ons, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the rnrm. Send comments regarding the accuracy oft,he hurden estima[e and any suggestions for reducing this burden, Lo: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office or Management and Budget, Paperwork Reduction Project (a067- 0148), Wash, ington, I)C 20503. Community Name: ~tT~/ [~- (~~ Flooding Source: ~1 Project Name/Identifier: 1. MAPPING CHANGES I. A topographic wo,-k map ofsuitable scale, contour interval, and planimetric definition must be submitted showing (indicate NIA when nul applicable): Included A. Revised approximate 100-year floodplain boundaries (Zone A) ............ [] B. Revised detailed 100- and 500-year floodplain boundaries ................ [] C. Revised 100-your floodway boundaries ................................. D. Location and alignment ofall cross sections used in the revised hydraulic model with stationing e0htrol indicated ....................... [] E. Stream alignments, road and dam alignments .......................... [] F. Current community boundaries ....................................... G. Effective 100- and 500-year floodplain and 100-year floodway boundaries from the FIRMfFBFM reduced or enlarged to the scale ol'the topographic work map .................................... 1 I. Tie-ins between the effective and revised 100'- and 500-year floodplains and 100-year floodway boundaries .......................... 1. The requestor's property boundaries and community easements .......... J. Tile signed certification ora registered professional engineer ............. [] R. l,ocation and description el'reference marks .................... ' ........ ~] 1,. Vertical datum (example: NGVD, NAVD etc.) .......................... M. Coastal zone designations tie into adjacent areas not being revised ....... [] N. i,ucation and alignment ufall coastal transects used to revise the coastal analyses .................................................... [] lrany of the items above are marked no or N/A, please explain: Yes [] No [] Yes [] No [] Yes [] No [] Yes [] No [] Yes [] No [] Yes [] No [] N/A N/A N/A N/A NIA Yes [] No [] N/A Yes [] No Yes [] No Yes [] No Yes [] No Yes [] No Yes [] No [] Nil\ []. N/A [] N/A [] N/A [] N/A Yes [] No [] N/A 4o What is tile source and date of the updated topographic information (example: orthophoto maps, July 1985;field survey, May I979, beach profiles, Jane 1987, etc.)? What is the scale and contour interval ofthe following workmaps? a. Effective INS scale Contour interval b. Revision Request j": IO(~' scale 2' ' Contour interval NOT. Ii: Revised topographic information must be orequal or greater detail. ' -. Attach an annotated FIRM and F'BivM aL thc scale orthe effective FIRM and l,'l]FM showing the revised 100-year and 500-year floodplains and the 100-year floodway boundaries and how thuy tie into those shown on the effective I,'IRM and FBI,'M downstream and upstream orthe revision or adjacent to the area of revision for coastal studies. At.tach additional pages il'needed. . -. '.: ..... .:..' ' form S Page 1 ol 3 Riverine/Coastal Mapping Form FEMA Form 8!-890, AUG 93 1. MAPPING cHANGEs (Cont'd) Flood Boundaries and 100-year water surface elevations: Has the 100-year floodplain been shi{.ted or increased or the ! 00-year water sur{.ace elevation increased at any location on property other than the requestor's or communiLy's ? [] Yes [] No Il'yes, please give the location ol'shitZ or increase and an explanation {'or the increase. a. I lave the affected property owners been notified ofthis shift or increase and the effect it will have on their property? ........................................................... F'I Yes [] No Il'yes, please attach letters from these property owners stating they have no objections to the revised flood boundaries il'a LOMR is being requested. b. What is the number of insurable structures that will be impacted by this'shift, or increase? ,.Have the floodway boundaries shifted or increased at any location compared to those shown on the effective FBI,'M or FIRM? ................................. ......................... I-! Yes [] No Il'yes, explain: Ifa V- zone has been designated, has it been delineated to extend landward to the heel of the primary frontal ,dune?.. [] Yes [] No o Manual or digital map submission: · '~ Mantial I-! Digital Digital map submissions may be used to update digital FIRMs (DFIRMs). l"or updating DFIRMs, these submissions must be coordinated with FEMA lleadquarters as far in advance o{.submission as possible. 'i~'.. : " ' RDerlne/Coastal Mapping Form For'm 5 P~ge 2 of 3 2. EARTH FILL PLACEMENT The fill is: [~l Existing [] Proposed llas fill been/will be placed in the regulatory floodway? ...................... [] Yes [] No ifyes, please attach completed Riverine 1 lydraulic Analysis Form. Has fill been/will be placed in floodway fringe (area between the floodwalg and lO0-yearfloodplain boundaries)? ...................................... [] Yes [] No lfyes, then complete A, B, C, and D below. A. Are fill slopes for granular materials steeper than one vertical on one-and-one-half horizontal? ....................................... [] lfyes, justify steeper slopes Yes [XI No is adequate erosion protection provided for fill slopes exposed to moving flood waters? (Slopes exposed to flows with velocities of up to 5 feet per second (fps) during the l O0-year flood must, at a mtn imum, be protected by a cover of gra~s, vines, weeds, or similar vegetation; slopes exposed to flows with velocities greater than 5 fps during the l O0-yeur flood must, at a minimum, be protected by stone or rock ripr~p.) ........................................................... ' ......... [~ Yes [] No lrno, describe erosion protection provided llas all fill placed in revised 100-year floodplain been compacted to 95 percent ofthe maximum density obtainable with the Standard Proctor Test Method or acceptable equivalent method? [] Yes [] No D. Can structures conceivably be constructed on the fill at any time in the future? [~ Yes [] No lfyes, provide certification of fill compaction (item C. above) by the community's NFIP permit official, a registered professional engineer, or an accredited soils engineer. tiaa fill been/will be placed in a V-zone? Ifyes, is the fill protected from erosion by a flood control structur'e such aa a revetment or seawall? [] Yes [] Yes [] No [fyes, attach the coastal structures form. RiverlnelCoastal Mapping Farm Form 5 Page APPENDIX C Denton Creek Revised Post-Project Conditions Model c-1 HEC2 S/N: 1363000510 HRVersion: 6.52 Data File: DCMODZ.hc2 * HEC-2 WATER SURFACE PROFILES * Version 4.6.2; May 1991 , * RUN DATE 15AUG94 TIME 13:01:32 *************************************** * U.S. ~ ~S OF ENGINEERS * HI'DROI~DGIC EI{GINEERING CE}PIER * * 609 SECOD STREET, SUITE D * * DAVIS, CALIFORNIA 95616-4687 * * (916) 756-1104 * *************************************~* X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX ::: FULL MICRO-COmPUTER IMPLEMENTATION ::: 111 111 37 Brookside Road HAESTAD METHODS * Waterbury, Connecticut 06708 * (203) 755-1666 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 THIS RUN EXECUTED 15AUG94 13:01:32 T1 T2 T3 DEIF~ON CREEK - POST-PROJECT MODEL DENTON CREEK - 10 YR DISCHARGE PROFILE FIS DENTON CREEK, TEXAS FILE: DCMODZ.HC2 J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0 2 0 0 0 0 0 0 451.01 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHlqIM ITRACE 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 110 150 MODEL DEVELOPED FROM FIS REPLICATION FILE DCBFL (89123N4F) WITH CROSS SECTIONS 268+80 THROUGH 313+35 INSERTED FROM PROPOSED GRADING PLAN FOR THE COPPELL CO~UfONITY PARK. QT 4 12800 18200 20600 36200 NC .055 .055 .035 .1 .3 X1 25530 45 2495.2 2742.67 700 560 700 X3 2494 470.0 2742 470.0 GR 469.5 500 460.5 600 455.6 700 452.9 GR 449.9 1000 451.1 1100 450.6 1200 451.3 GR 451 1500 451.4 1600 451.6 1700 451.5 GR 453.1 2000 453.4 2100 454.2 2200 454.3 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 GR 454.8 2742.67 453.5 2780 455.0 2880 456.5 GR 457.8 3240 457.8 3315 457.8 3395 457.2 GR 456.9 3680 458.0 3825 458.4 3905 458.7 GR 457 4200 456.5 4300 455.1 4400 454.9 800 1300 1800 2300 2630 3020 3540 4000 4500 450.4 450.8 452.7 455 434.40 456.8 455.9 457.7 453.8 Xl 25770 40 2495.2 2780 240 240 240 X3 2495 470.0 2780 470.0 GR 469.5 500 460.5 600 455.6 700 452.9 800 450.4 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 Gq{ 456.0 2780 456.8 2845 456.8 3060 457.6 3210 457.8 GR 457.7 3370 457.7 3420 457.3 3445 457.3 3490 457.1 GR 457.1 3540 456 3555 456 3590 459.6 3600 457.7 900 1400 1900 2400 2670 3100 3620 4100 4600 900 1400 1900 2400 2710 3230 3515 4360 Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: DCMODZ.hc2 Page QT 4 13300 18900 21300 36200 N~ 5 .055 2619.58 .035 2818.65 .055 2900 ~ 5200 NOTE: GR POINTS 3500, 3650, AND 3920 CORRECTED PER DEWBERRY-DAVIS FIS UPDATE COP~ECTIONS PROVIDED VERBALLY IN OCTOBER 1992. A~. X1 26830 42 2619.58 3100 1030 960 1010 X3 2619 470.0 5200 470.0 GR 464.9 550 461.9 600 459.1 700 455.9 GR 451.7 1000 451.3 1100 451.2 1200 450.9 GR 452.8 1500 452.8 1600 452.4 1700 453.2 GR 453.3 2000 454.2 2100 454.4 2200 455.3 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 GR~ 436.5 3062 452 3100 454 3200 452 GR 452.0 3500 452 3650 452.0 3920 456.3 GR 461.9 5100 465 5200 A]~ CROSS SECTION - 16 APRIL '92 NOTE: SECTIONS 268+80 THRU 313+35 FROM PROPOSED GRADING PLAN FOR T~E COPPELL CO~"~ITY PARK. a~. BEGIN PROPOSED PARK IMPROVEMENTS .035 800 1300 1800 2300 2702 3005 3230 4000 3100 452.9 451.1 453.1 456 436.74 436.3 452 460 .055 900 1400 1900 2400 2738 3027 3290 4250 N~ 6 .05 1060.0 .04 1241.0 .065 1444.0 .04 1521.0 .07 ~ 1634.0 .045 2761.0 Xl 26880 35.0 1012.0 1585.0 32 479 50 GR 461.5 1012.0 455.0 1038.0 450.0 1060.0 436.76 1113.0 436.76 1188.0 GR 450.0 1241.0 455.0 1265.0 457.0 1276.0 458.0 1286.0 458.7 1304.0 GR 458.0 1371.0 455.0 1407.0 450.0 1444.0 436.2 1468.0 436.4 1488.0 GR 450.0 1521.0 455.0 1530.0 457.5 1585.0 457.0 1634.0 456.0 1666.0 GR 455.4 1708.0 455.3 1767.0 455.0 1820.0 454.0 1889.0 453.8 2084.0 GR 454.0 2133.0 454.1 2214.0 454.0 2300.0 453.8 2327.0 454.0 2342.0 GR 454.2 2423.0 454.0 2481.0 454.0 2634.0 455.0 2683.0 459.0 2761.0 }~{ 4.0 .0500 1038.0 .0400 1189.0 .0700 1433.0 .0400 2658.0 Xl 27165 28.0 985.0 1308.0 240 201 284 GR 461.5 985.0 455.0 1011.0 450.0 1038.0 436.90 1090.0 436.1 GR 450.0 1189.0 455.0 1218.0 458.0 1239.0 458.5 1270.0 459.0 GR 459.0 1340.0 458.0 1381.0 455.0 1403.0 454.0 1408.0 453.0 GR 452.0 1433.0 451.0 1558.0 450.0 1683.0 449.0 1808.0 448.5 GR 449.0 2050.0 449.5 2186.0 449.0 2260.0 449.0 2360.0 450.0 GR 452.0 2505.0 455.0 2607.0 459.0 2658.0 1137.0 1308.0 1420.0 1909.0 2460.0 NJ{ 8 .05 1054.0 .04 1199.0 .065 1427.0 .04 1499.0 .07 ~' 1544.0 .04 2106.0 .035 2490.0 .040 2761.0 X1 27449 39.0 1014.0 1534.0 240 248 284 GR 460.3 1014.0 455.0 1035.0 450.0 1054.0 437.04 1104.0 437.04 1149.0 GR 450.0 1199.0 455.0 1220.0 456.0 1245.0 457.6 1280.0 455.0 1322.0 GR 455.0 1354.0 456.4 1368.0 455.0 1413.0 450.0 1427.0 435.6 1470.0 GR 435.7 1485.0 450.0 1499.0 455.0 1521.0 457.5 1534.0 455.0 1544.0 Run Date: 15AUG94 Run Time: 13:01:32 ~]4Version: 6.52 Data File: DCMODZ.hc2 Page GR 453.0 1610.0 453.0 1668.0 452.0 1826.0 451.0 1944.0 450.0 2042.0 GR 449.0 2066.0 446.6 2106.0 446.6 2150.0 446.6 2183.0 446.6 2415.0 GR 446.6 2430.0 446.6 2490.0 450.0 2590.0 451.0 2637.0 452.0 2657.0 GR 453.0 2687.0 454.0 2700.0 455.0 2734.0 459.0 2761.0 APPROXIMATE LOCATION FIS SECTION 280+80 'n' VALUE LOWERED T~ROUGH LAKE EXPANSION AREA [] 8 .05 1109.0 .04 1253.0 .065 1516.0 .04 1583.0 .07 ltl{ 1616.0 .040 2252.0 .035 2629.0 .040 2789.0 X1 27748 39.0 1071.0 1606.0 324 262 299 GR 460.0 1071.0 455.0 1091.0 450.0 1109.0 437.18 1160.0 437.18 1202.0 GR 450.0 1253.0 455.0 1275,0 458.0 1286.0 458.0 1371.0 459.0 1426.0 GR 459.2 1441.0 455.0 1499.0 450.0 1516.0 435.2 1538.0 435.3 1557.0 GR 450.0 1583.0 455.0 1594.0 456.5 1606.0 455.0 1616.0 452.0 1644.0 GR 451.0 1666.0 450.7 1681.0 451.0 1696.0 452.0 1713.0 452.4 1728.0 GR 452.0 1836.0 451.0 1948.0 450.0 2045.0 449.0 2083.0 448.0 2149.0 GR 446.6 2252.0 446.6 2258.0 446.6 2259.0 446.6 2629.0 448.0 2636.0 GR 451.0 2683.0 452.0 2733.0 455.0 2765.0 459.0 2789.0 'n' VALUE LOWERED TtIROUG~ LAKE EXPANSION AREA [] 8 .05 1081.0 .04 1224.0 .065 1391.0 .04 1482.0 .07 [] 1600.0 .040 2336.0 .035 2408.0 .040 2617.0 X1 27992 42.0 1041.0 1543.0 213 309 244 GR 460.0 1041.0 455.0 1061.0 450.0 1081.0 437.28 1132.0 437.28 1173.0 GR 450.0 1224.0 455.0 1243.0 459.0 1265.0 459.7 1302.0 459.7 1339.0 GR 459.0 1362.0 455.0 1375.0 450.0 1391.0 436.0 1410.0 435.6 1452.0 GR 450.0 1482.0 455.0 1508.0 458.0 1528.0 458.6 1543.0 458.0 1558.0 GR 455.0 1572.0 451.0 1600.0 450.0 1609.0 449.0 1631.0 448.0 1666.0 GR 447.4 1693.0 448.0 1721.0 449.0 1969.0 449.9 2050.0 449.9 2160.0 GR 449.0 2282.0 448.0 2322.0 446.6 2336.0 446.6 2340.0 446.6 2408.0 GR 448.0 2424.0 449.0 2444.0 450.0 2475.0 451.0 2526.0 452.0 2565.0 GR 455.0 2587.0 460.0 2617.0 [] 10 .05 1061.0 .04 1214.0 .065 1275.0 .04 1353.0 .07 Itl{ 1419.0 .040 1566.0 .035 2024.0 .040 2218.0 .035 2297.0 .04 ~ 2496.0 Xl 28168 32.0 1021.0 1419.0 167 223 176 GR 460.0 1021.0 455.0 1041.0 450.0 1061.0 437.36 1112.0 437.36 1146.0 GR 450.0 1197.0 455.0 1214.0 459.2 1241.0 455.0 1265.0 450.0 1275.0 GR 436.6 1293.0 438.9 1328.0 450.0 1353.0 455.0 1375.0 458.8 1419.0 GR 455.0 1461.0 453.0 1488.0 449.0 1525.0 448.0 1555.0 446.6 1566.0 GR 446.6 2024.0 448.0 2040.0 448.4 2125.0 448.0 2198.0 446.6 2218.0 GR 446.6 2297.0 448.0 2319.0 449.0 2339.0 450.0 2384.0 451.0 2437.0 GR 455.0 2468.0 460.0 2496.0 APPROXIMATE LOCATION FIS SECTION 288+70 Run Date: 15AUG94 Run Time: 13:01:32 ]~Version: 6.52 Data File: DCMODZ.hc2 Page QT 4 13300 18900 21300 36200 [] 8 .05 1259.0 .04 1401.0 .065 1503.0 .04 1572.0 .07 [] 1605.0 .040 1842.0 .035 2384.0 .040 2599.0 Xl 28492 32.0 1215.0 1605.0 406 307 324 GR 460.0 1215.0 460.0 1216.0 455.0 1237.0 450.0 1259.0 437.50 1309.0 GR 437.50 1351.0 450.0 1401.0 455.0 1416.0 457.0 1424.0 457.4 1439.0 GR 457.0 1465.0 455.0 1492.0 450.0 1503.0 437.6 1518.0 436.3 1536.0 GR 450.0 1572.0 455.0 1583.0 459.2 1605.0 455.0 1650.0 453.0 1689.0 GR 450.0 1735.0 449.0 1782.0 448.0 1822.0 446.6 1842.0 446.6 2384.0 GR 448.0 2447.0 449.0 2490.0 450.0 2522.0 451.0 2544.0 453.0 2566.0 GR 455.0 2576.0 460.0 2599.0 NR 10 .05 1321.0 .04 1537.0 .065 1576.0 .04 [] 1689.0 .040 1830.0 .035 1945 .040 2150 .035 [] 2543.0 X1 28720 40.0 1280.0 1689.0 173 338 228 GR 460.0 1280.0 460.0 1281.0 455.0 1301.0 450.0 1321.0 GR 437.62 1415.0 450.0 1466.0 455.0 1483.0 458.0 1495.0 GR 459.7 1537.0 459.0 1552.0 455.0 1565.0 450.0 1576.0 GR 436.8 1609.0 450.0 1643.0 455.0 1657.0 458.6 1689.0 GR 450.0 1746.0 449.0 1758.0 448.0 1806.0 446.6 1830.0 GR 448.0 1985.0 449.0 2010.0 449.0 2115.0 448.0 2140.0 GR 446.6 2350.0 450.0 2388.0 451.0 2417.0 452.0 2423.0 GR 450.0 2456.0 450.0 2486.0 452.0 2501.0 455.0 2513.0 1643.0 2350 437.62 459.0 437.5 455.0 446.6 446.6 452.0 460.0 .07 .04 1372.0 1509.0 1597.0 1711.0 1945.0 2150.0 2443.0 2543.0 [] 6 .05 1339.0 .04 1482.0 .065 1610.0 .04 1666.0 .075 [] 1699.0 .040 2703.0 X1 28890 45.0 1289.0 1696.0 153 194 170 X3 2526 470.0 GR 462.0 1289.0 460.0 1297.0 455.0 1317.0 450.0 1339.0 437.71 1388.0 GR 437.71 1433.0 450.0 1482.0 455.0 1499.0 459.0 1516.0 459.5 1539.0 GR 459.0 1564.0 456.0 1581.0 455.0 1596.0 450.0 1610.0 437.5 1633.0 GR 437.1 1637.0 450.0 1666.0 455.0 1677.0 460.0 1696.0 460.9 1699.0 GR 460.0 1709.0 455.0 1732.0 451.0 1749.0 450.0 1759.0 449.0 1775.0 GR 448.0 1802.0 449.0 1837.0 450.0 2012.0 451.0 2079.0 451.0 2236.0 GR 450.0 2253.0 448.0 2268.0 448.0 2273.0 450.0 2293.0 450.0 2411.0 GR 451.0 2457.0 451.2 2459.0 449.0 2495.0 449.0 2526.0 456.5 2526.0 GR 456.5 2555.0 453.6 2555.0 453.6 2571.0 455.0 2629.0 460.0 2703.0 APPROXIMATE LOCATION FIS SECTION 296+10 [] 4 .05 1318.0 .04 1542.0 .07 1654.0 .040 2490.0 Xl 29124 29 1264.0 1620.0 161 337 234 GR 462.0 1264.0 460.0 1272.0 455.0 1293.0 450.0 1318.0 437.83 GR 437.83 1409.0 449.5 1456.0 437.4 1488.0 437.6 1512.0 450.0 GR 455.0 1577.0 459.0 1620.0 459.0 1654.0 455.0 1673.0 451.0 GR 450.5 1705.0 451.0 1715.0 452.0 1755.0 453.0 1846.0 453.8 GR 453.0 2184.0 452.0 2284.0 451.8 2318.0 452.0 2328.0 453.0 GR 454.0 2340.0 455.0 2345.0 459.0 2426.0 460.0 2490.0 1367.0 1542.0 1693.0 2015.0 2333.0 Run Date: 15AUG94 Run Time: 13:01:32 ]~[Version: 6.52 Data File: DCMODZ.hc2 Page [] 10 .05 1219.0 .04 [] 1620.0 .040 1735.0 .040 [] 2777.0 X1 29651 48.0 1168.0 1615.0 GR 462.0 1168.0 460.0 1176.0 GR 438.06 1320.0 450.0 1368.0 GR 458.0 1471.0 455.0 1497.0 GR 450.0 1597.0 455.0 1605.0 GR 455.0 1625.0 450.0 1670.0 GR 450.8 1932.0 450.0 2102.0 GR 449.9 2162.0 450.0 2170.0 GR 458.0 2403.0 455.0 2486.0 GR 457.0 2558.0 455.0 2566.0 GR 459.0 2604.0 459.0 2772.0 [] 10 .05 1175.0 .04 [] 1654.0 .040 1770.0 .035 [] 2771.0 X1 29831 47 1147.0 1570.0 GR 462.0 1147.0 460.0 1155.0 GR 438.14 1296.0 450.0 1343.0 GR 460.0 1421.0 459.0 1444.0 GR 439.3 1518.0 450.0 1543.0 GR 459.8 1586.0 455.0 1607.0 GR 449.0 1735.0 447.9 1770.0 GR 457.0 2139.0 458.0 2239.0 GR 458.0 2388.0 455.0 2396.0 GR 459.0 2434.0 459.0 2476.0 GR 458.0 2763.0 460.0 2771.0 APPROXIMATE LOCATION FIS SECTION 305+70 [] 8 .05 1176.0 .04 [] 1672.0 .045 1940.0 .035 X1 30027 34 1128.0 1525.0 GR 462.0 1128.0 460.0 1136.0 GR 438.23 1267.0 450.0 1314.0 GR 450.0 1420.0 439.8 1434.0 GR 460.0 1525.0 460.5 1548.0 GR 459.0 1740.0 457.0 1758.0 GR 450.0 1908.0 447.9 1940.0 GR 454.0 2116.0 455.0 2131.0 [] 9 .05 1095.0 .04 [] 1668.0 .045 1694.0 .07 X1 30384 46.0 1045.0 1447.0 GR 462.0 1045.0 460.0 1053.0 GR 438.14 1178.0 450.0 1225.0 GR 455.0 1307.0 450.0 1320.0 GR 450.0 1377.0 455.0 1391.0 GR 460.0 1504.0 460.0 1570.0 GR 450.0 1668.0 445.0 1673.0 1410.0 .065 1529.0 .04 1597.0 .07 1780.0 .040 2486.0 .075 2604.0 .045 600 404 527 455.0 1196.0 450.0 1219.0 438.06 1267.0 455.0 1387.0 459.0 1410.0 459.0 1427.0 450.0 1529.0 438.8 1550.0 438.9 1571.0 457.0 1610.0 457.4 1615.0 457.0 1620.0 449.0 1710.0 449.0 1735.0 450.0 1780.0 449.8 2115.0 449.7 2135.0 449.8 2156.0 455.0 2210.0 457.0 2228.0 458.0 2331.0 454.0 2494.0 454.0 2502.0 457.0 2523.0 453.0 2573.0 453.0 2577.0 455.0 2585.0 460.0 2777.0 1421.0 .065 1480.0 .04 1543.0 .07 2090.0 .045 2396.0 .075 2434.0 .045 171 197 180 455.0 1175.0 450.0 1197.0 438.14 1244.0 455.0 1361.0 460.0 1377.0 461.0 1386.0 455.0 1462.0 450.0 1480.0 439.3 1498.0 455.0 1552.0 457.0 1557.0 458.0 1570.0 455.0 1654.0 451.0 1684.0 450.0 1712.0 447.9 2090.0 450.0 2100.0 455.0 2127.0 458.0 2277.0 457.0 2307.0 458.0 2343.0 452.0 2400.0 452.0 2408.0 455.0 2415.0 458.0 2536.0 457.3 2582.0 457.3 2725.0 1314.0 .065 1420.0 .04 1476.0 .07 1975.0 .045 2190.0 148 299 196 455.0 1156.0 450.0 1176.0 438.23 1223.0 455.0 1340.0 458.2 1377.0 455.0 1409.0 439.8 1453.0 450.0 1476.0 455.0 1493.0 460.0 1578.0 459.6 1619.0 459.6 1672.0 456.0 1780.0 455.0 1790.0 451.0 1821.0 447.9 1975.0 450.0 2028.0 453.0 2088.0 459.0 2159.0 460.0 2190.0 1225.0 .065 1320.0 .04 1377.0 .07 1951.0 .045 1977.0 .07 2150.0 371 410 357 455.0 1073.0 450.0 1095.0 438.14 1142.0 455.0 1246.0 459.0 1270.0 460.0 1287.0 446.0 1328.0 446.0 1333.0 447.0 1371.0 459.0 1413.0 460.0 1447.0 460.7 1481.0 459.8 1640.0 459.0 1650.0 455.0 1658.0 445.0 1689.0 450.0 1694.0 455.0 1697.0 Run Date: 15AUG94 Run Time: 13:01:32 ~Version: 6.52 Data File: DCMODZ.hc2 Page GR 460.0 1716.0 460.0 1756.0 461.3 1788.0 461.0 1800.0 459.0 1815.0 GR 458.0 1888.0 455.0 1930.0 450.0 1951.0 445.0 1958.0 445.0 1967.0 GR 450.0 1977.0 455.0 1982.0 458.0 2004.0 458.0 2077.0 458.0 2096.0 GR 460.0 2150.0 APPROXIMATE LOCATION FIS SECTION 312+30 [] 10 .05 1063 .04 1187 .065 1247 .04 1301 .07 [] 1469 .045 1496 .07 1601 .040 1831 .045 1895 .07 [] 2395 X1 30604 49 1014 1350 269 319 220 GR 461.0 1014 460.0 1022 455.0 1042 450.0 1063 438.55 1109 GR 438.55 1141 450.0 1187 455.0 1211 455.8 1220 455.0 1230 GR 450.0 1244 449.0 1247 448.0 1273 447.0 1276 446.0 1282 GR 446.0 1295 447.0 1297 450.0 1301 455.0 1316 460.0 1340 GR 461.0 1350 461.0 1454 460.0 1457 455.0 1464 450.0 1469 GR 446.0 1473 446.0 1488 450.0 1496 455.0 1506 460.0 1527 GR 461.0 1582 461.0 1601 460.0 1618 455.0 1653 452.0 1730 GR 452.0 1751 455.0 1796 458.0 1831 458.0 1863 455.0 1867 GR 450.0 1876 447.0 1885 447.0 1895 450.0 1898 455.0 1917 GR 456.0 2048 458.0 2191 459.0 2247 461.0 2395 [] 7.0 .0500 1093.0 .0400 1183.0 .0700 1346.0 .0400 2028.0 .0700 [] 2157 .045 2173 .07 2504.0 X1 30958 33 1048.0 1285.0 303 302 354 GR 461.0 1048.0 460.0 1056.0 455.0 1076.0 450.0 1093.0 438.55 1134.0 GR 438.55 1142.0 450.0 1183.0 455.0 1192.0 460.0 1252.0 462.0 1285.0 GR 465.3 1298.0 450.0 1346.0 447.0 1362.0 446.5 1395.0 446.5 1456.0 GR 448.0 1496.0 448.0 1636.0 450.0 1682.0 451.5 1732.0 451.5 1800.0 GR 451.0 1940.0 453.0 1987.0 455.0 2000.0 458.0 2028.0 455.0 2071.0 GR 455.0 2146.0 448.0 2157.0 448.0 2173.0 450.0 2177.0 456.0 2196.0 GR 457.0 2232.0 459.0 2380.0 461.0 2504.0 hq{ 7.0 .0500 1094.0 .0400 1176.0 .0700 1283.0 .040 2090.0 .0700 [] 2103 .045 2124 .07 2193.0 ×1 31335 32 1037.0 1204.0 377 344 377 GR 461.0 1037.0 460.0 1045.0 455.0 1065.0 450.0 1094.0 438.55 1130.0 GR 438.55 1140.0 450.0 1176.0 455.0 1184.0 460.0 1193.0 461.0 1204.0 GR 461.0 1228.0 460.0 1231.0 458.0 1250.0 458.0 1283.0 455.0 1310.0 GR 453.0 1342.0 453.0 1396.0 454.0 1486.0 455.0 1560.0 456.0 1600.0 GR 456.0 1739.0 456.0 1889.0 456.0 2029.0 457.6 2090.0 455.0 2097.0 GR 449.0 2103.0 449.0 2117.0 450.0 2124.0 456.0 2141.0 457.0 2168.0 GR 460.0 2180.0 461.0 2193.0 CROSS SECTION CONTRACTION AND EXPANSION COEFFICIENTS INCREASED TO CONTROL PROFILE DIPS OF GREATER ~ 0.50 FEET. Run Date: 15AUG94 Run Time: 13:01:32 RMVersion: 6.52 Data File: DCMODZ.hc2 Page NC .055 .055 .035 .5 .7 Xl 32150 40 3400 3525 160 180 170 X3 3040 470.0 6180 470.0 GR 470 1000 461 1600 461 1800 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 O. NR 5. .055 3390.5 .015 N~ · 5734. Xl 32200. 62. 3390.5 3539.5 X3 3050 BT -9. 3380. 465. 463. BT 3740. 464. BT 4190. 466. GR 472. 900. 467. 1310. GR 456.5 2201. 456.5 2221. GR 460.5 2610. 456.5 2611. GR 465. 3380. 460. 3381. GR 463.0 3432.01 463.0 3434.99 GR 445. 3495. 463. 3495.01 GR 461.5 3539.5 460. 3550. GR 463.6 3880. 464. 3960. GR 463.5 4340. 452.8 4365. GR 449.9 4380. 451.5 4389. GR 455.2 4397. 463.5 4411. GR 465.7 4534. 465.1 4634. GR 464.4 5014. 466. 5734. Xl X2 X3 32230. O. O. O. O. O. 3050 O. O. O. O. O. O. 3539.5 .055 4366. .02 4411. .05 50. 50. 50. O. O. O. 470.0 6260 470.0 3552. 465. 463. 3600. 466. 3880. 463.6 3960. 464. 4340. 466.9 465.4 4411. 466.8 465.4 462. 1700. 460.5 2000. 461.5 2200. 461.5 2222. 459.5 2430. 459.5 2520. 460.5 2635. 461.0 3000. 462. 3280. 461.5 3390.5 450. 3425. 446.5 3432. 445. 3435. 435.0 3455. 435. 3475. 463. 3497.99 446.5 3498. 450.0 3505. 465. 3552. 466. 3600. 464. 3740. 466. 4190. 466.9 4340. 465.4 4340. 465.4 4365. 465.4 4366. 450.7 4366. 455.2 4396. 465.4 4396. 465.4 4397. 465.4 4411. 466.9 4411. 466.8 4434. 464. 4734. 463.2 4834. 463.5 4934. 50. 50. 50. 1. 470.0 6260 470.0 QT 4. 9400. 13200. 14900. 36200. NC 0.055 0.055 0.045 0.1 0.3 O. O. O. O. O. X1 32250. 41. 3400. 3525. 1. 1. 1. X3 3040 470.0 6180 470.0 GR 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100. GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640. GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200. GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440. GR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525. GR 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280. GR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520. GR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800. GR 470. 6180. O. O. O. O. O. O. O. O. Run Date: 15AUG94 Run Time: 13:01:32 HRVersion: 6.52 Data File: DCMODZ.hc2 Page NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. Xl 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. X1 32725. 53. 1940. 2150. 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470. 3960. QT 4. 9400. 13200. 14900. 36200. NH 5. 0.050 1305.9 0.055 1420.6 0.060 1752. 0.045 1960. 0.055 NH 3560. X1 33145. 42. 1390. 1960. 385. 290. 420. X3 10. GR 470. -175. 470. -175. 470. -175. 470. -175. 465. -175. GR 465. 1305.9 460.33 1315. 460.55 1350.1 460.64 1390. 453. 1420.6 GR 452. 1485. 451.75 1515. 452. 1545. 453. 1620. 463. 1660. GR 463. 1752. 462. 1779. 461. 1789. 460. 1795. 455. 1810. GR 450. 1825. 445. 1835. 440. 1848. 439. 1852. 438.4 1862. GR 439. 1870. 440. 1878. 445. 1889. 450. 1898. 455. 1903. GR 460. 1930. 461. 1938. 462. 1951. 463. 1960. 463. 1969. GR' 462. 2005. 461. 2039. 461. 2750. 460. 2800. 460. 3500. GR 462. 3510. 470. 3560. NH 4. 0.055 1310.0 0.060 1360. 0.045 1603. 0.055 2537. Xl 33470. 43. 1135. 1603. 315. 260. 325. X3 10. GR 470. 0.0 465. 0.0 465. 958.00 465.00 959.00 465. GR 459.72 976.00 460.0 1010. 460.2 1135. 453. 1220. 462. GR 462. 1360. 461. 1382. 460. 1391. 455. 1419. 450. GR 445. 1432. 440. 1460. 439. 1465. 439.5 1475. 439. GR 440. 1491. 445. 1510. 450. 1520. 455. 1534. 460. 960.00 1310. 1432. 1485. 1565. Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: DCMODZ.hc2 Page 9 GR 461. 1580. 462. 1592. GR 456.2 1650. 454. 1670. GR 460. 1815. 460. 1965. GR 461.2 2245. 461. 2515. [] 5. 0.055 1201. 0.060 [] 1845. X1 34260. 34. 868. 1520. X3 10. O. O. O. GR 470. 0.0 465. 0.0 GR 452. 1000.0 451.5 1037.5 GR 453. 1166.4 461.64 1201.0 GR 450. 1319. 445. 1328. GR 439. 1350. 440. 1357. GR 460. 1392. 461. 1415. GR 461. 1620. 461. 1825. [] 5. 0.050 648. 0.055 [] 1575. X1 34850. 25. 1310. 1520. X3 10. O. O. O. GR 465. 0.0 465. 648. GR 462.0 1038. 463. 1210. GR 455. 1341. 450. 1380. GR 440. 1410. 445. 1428. GR 465. 1520. 464. 1533. [] 5. .050 355. .055 [] 1575. Xl 34950. 28. 1310. 1520. GR 470. -380. 465. -380. GR 463.48 O. 463. 62. GR 462. 1038. 463. 1210. GR 455. 1341. 450. 1380. GR 440. 1410. 445. 1428. GR 465. 1520. 466. 1560. QT 4. 10000. 13800. 15600. [] 6. 0.060 1200. 0.050 [] 3960. 0.050 4070. O. Xl 36970. 31. 2900. 3060. GR 483. 1000. 477.5 1050. GR 473. 1810. 474. 2155. GR 465. 2900. 458. 2930. GR 442.7 2970. 450.6 2975. GR 466.5 3140. 465. 3280. GR 463. 3670. 459. 3740. GR 473. 4070. O. O. 463. 1603. 460. 1609. 460. 1628. 454. 1745. 456.2 1765. 458. 1785. 458. 2005. 458. 2065. 460. 2100. 466. 2537. 1280. 0.045 1392. 0.055 1825. 0.050 830. 250. 790. O. O. O. O. O. O. 465. 853. 461.2 868. 453. 900.8 452. 1075. 452. 1075. 452. 1075. 461.0 1280. 460. 1291. 455. 1304. 440. 1337. 439. 1340. 438.8 1345. 445. 1363. 450. 1372. 455. 1381. 462. 1445. 463. 1472. 464. 1520. 462. 1830. 466. 1845. 1005. 0.060 1310. 0.045 1533. 0.055 520. 640. 590. 0.0 0.0 0.0 O. O. O. O. O. O. 461. 660. 461. 660. 461. 1005. 464. 1270. 464.3 1310. 460. 1338. 445. 1388. 440. 1390. 439.3 1394. 450. 1435. 455. 1442. 460. 1465. 465. 1548. 466. 1560. 467. 1575. 1005. .060 1310. .045 1520. .055 110. 90. 100. 464. -260. 463. -240. 463. -70. 462. 190. 461. 355. 461. 1005. 464. 1270. 464.3 1310. 460. 1338. 445. 1388. 440. 1390. 439.3 1394. 450. 1435. 455. 1442. 460. 1465. 467. 1575. 36200. 2155. 0.060 2900. 0.045 3060. 0.060 O. O. O. O. O. O. 2020. 2020. 2020. 475. 1200. 475. 1430. 473.8 1510. 469. 2360. 466. 2560. 466. 2850. 453.5 2930. 444. 2930. 440. 2937. 454. 2985. 456. 2990. 465. 3060. 462. 3400. 462. 3430. 464.5 3570. 459. 3870. 461.5 3960. 463.5 3990. O. O. O. O. O. O. Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DC}4ODZ.hc2 NH 5. .05 1540. .06 2100. .045 2270. .055 2755. .05 [] 3070. X1 38200. 49. 2100. 2270. 1150. 950. 1230. GR 473.2 1000. 472. 1250. 470. 1360. 468. 1400. 468. 1450. GR 468. 1540. 466. 1570. 464. 1600. 462. 1650. 461. 1760. GR 462. 1930. 464. 2050. 466. 2070. 467.4 2100. 466. 2120. GR 464. 2125. 462. 2135. 460. 2142. 450. 2160. 444. 2170. GR 441. 2185. 444. 2200. 450. 2215. 460. 2255. 462. 2270. GR 462. 2295. 462. 2340. 464. 2390. 464. 2440. 462. 2460. GR 460. 2480. 458. 2500. 456. 2515. 454. 2530. 452. 2535. GR 451. 2560. 452. 2580. 454. 2600. 456. 2620. 458. 2670. GR 460. 2720. 462. 2755. 464. 2780. 466. 2800. 468. 2820. GR 470. 2840. 472. 2860. 474. 2950. 474.4 3070. [] 5. .05 1275. .055 1540. .045 1675. .055 2175. .05 NH 2310. Xl 39290. 30. 1525. 1675. 980. 1110. 1090. GR 474. 1000. 472. 1030. 470. 1070. 468. 1115. 466. 1200. GR 464. 1275. 462. 1320. 460.3 1345. 462. 1400. 464. 1450. GR 464. 1525. 462. 1540. 460. 1550. 450. 1560. 445. 1565. GR 441.88 1580. 445. 1600. 450. 1615. 460. 1675. 460. 1710. GR 458. 1750. 458. 1950. 460. 2000. 462. 2150. 464. 2175. GR 466. 2180. 468. 2190. 470. 2200. 472. 2240. 474. 2310. [] 6. 0.060 1050. 0.060 2000. 0.055 4040. 0.045 4150. 0.060 [] 4710. 0.055 6040. O. O. O. O. O. O. O. X1 39440. 34. 4040. 4150. 150. 280. 150. GR 502. 1000. 491.6 1050. 490. 1160. 487. 1330. 487. 1530. GR 484. 1800. 483. 2000. 480. 2100. 480. 2200. 477. 2480. GR 477. 3450. 477.3 3610. 471.5 3730. 465. 3790. 463. 3900. GR 464. 4000. 468. 4025. 464. 4040. 444. 4090. 442. 4110. GR 462.5 4150. 468.5 4210. 462.8 4400. 464. 4600. 466.5 4710. GR 481.5 4880. 483. 4970. 484. 5080. 482. 5380. 482. 5460. GR 485. 5600. 488. 5730. 493.5 5830. 500. 6040. O. O. [] 6 .05 1090 .05 2380 .055 3760 .045 4670 .05 [] 4950 .055 6200 Xl 39490 33 4030 4310 50 50 50 GR 502 1000 491.5 1090 479 2380 478.5 2480 478 2670 GR 477.5 3060 478.2 3175 477 3320 477 3470 478 3760 GR 465 3782 462.7 3885 462.3 3895 463 3914 464 3965 GR 462.8 3985 467.5 4030 463 4045 454.3 4155 442 4183 GR 442 4193 443.5 4217 462.5 4257 468.5 4310 478.5 4505 GR 464 4635 478.2 4670 478.5 4950 483.5 5380 483.5 5520 GR 495 5940 499 6120 500 6200 .055 36200 2000 4040 QT 4 9900 13700 15400 [] 6 .05 1050 .055 [] 4710 .055 6040 .045 4150 Page .O5 10 Run Date: 15AUG94 Run Time: 13:01:32 RMVersion: 6.52 Data File: DCMODZ.hc2 Page 11 Xl 39540 34 4040 4150 50 50 50 GR 502 1000 491.6 1050 490 1160 487 1330 487 1530 GR 484 1800 483 2000 480 2100 480 2200 477 2480 GR 477 3450 477.3 3610 471.5 3730 465 3790 463 3900 GR 464 4000 468 4025 464 4040 444 4090 442 4110 GR 462.5 4150 468.5 4210 462.8 4400 464 4600 466.5 4710 GR 481.5 4880 483 4970 484 5080 482 5380 482 5460 GR 485 5600 488 5730 493.5 5830 500 6040 QT 4 6600 9100 10200 36200 NR 6 .06 1200 .055 3750 .06 4730 .045 4815 .045 [] 5410 .04 6200 Xl 40650 32 4730 4815 1400 800 1110 GR 501 1000 497 1200 491.5 1800 489 2400 490.2 2700 GR 488.5 2950 489 3240 487.8 3750 480 4050 473 4180 GR 468.2 4320 465 4500 465 4600 465.5 4630 464.8 4730 GR 451.2 4770 440 4780 440 4800 449 4810 457.8 4815 GR 463 4860 467 4870 464 5080 465 5120 471 5170 GR 482.5 5410 484.2 5550 483.8 5790 486.8 5950 495.5 6130 GR 497.8 6150 499 6200 QT 4 5300 8000 9800 36200 N~ 6 .06 1540 .055 2330 .055 2370 .045 2445 .06 h~ 3350 .06 5200 Xl 48000 32 2370 2445 5700 2900 7350 GR 503 1300 490 1450 482.2 1490 482.5 1540 474 1590 GR 465.6 1710 464.8 1740 464.5 1880 467.2 1890 469 2330 GR 459 2355 457 2370 445.6 2375 446 2385 446.8 2395 GR 448.5 2405 454 2410 462.3 2430 466.5 2445 471 2500 GR 465.5 2830 467.8 3060 467.8 3170 475 3240 474.5 3350 GR 487.8 3380 489 3570 491 3980 491 4330 488.5 4740 GR 498.4 5020 501.5 5200 QT 4 4000 7000 9400 36200 N~ 6 .05 1400 .05 2930 .055 4160 .045 4515 .058 NJ{ 4585 .06 5420 Xl 51350 30 4160 4515 3600 3700 3350 GR 509 1000 504 1100 492.6 1400 490.5 1600 487 1850 GR 479 2030 474.5 2230 472.8 2470 472.5 2690 474 2930 GR 471.3 3140 469.6 3400 468.7 3600 468.5 3800 468.5 3870 GR 470.5 4000 470.5 4100 470.3 4160 446.5 4200 447.5 4238 GR 470.3 4280 471 4315 469.4 4415 470.2 4515 483.8 4585 GR 482 4615 484 4675 498 5215 500 5330 505.5 5420 [] 6 .05 1300 .055 3400 .05 5570 .045 5670 .058 [] 6120 .055 6230 Xl 53350 34 5570 5670 1650 1750 2000 GR 510 1000 498 1200 492 1300 479 1850 476 1900 GR 474 2100 472.5 2500 474 2750 472 3400 467 3450 GR 469 3510 472.5 3700 472.5 3740 470 4000 472 4700 GR 475 5170 470 5300 473 5360 472 5470 456 5570 GR 450 5580 448 5590 450 5600 450 5620 451 5630 GR 460 5650 467 5670 473 5700 472 5900 473 6000 GR 478 6100 481.4 6120 490 6170 510 6230 Run Date: 15AUG94 Run Time: 13:01:32 · 4Version: 6.52 Data File: DCMODZ.hc2 Page 12 [] 6 .04 1300 .055 1900 .06 4250 .045 4340 .06 [] 4480 .055 4540 X1 55590 23 4250 4340 2000 2200 2240 GR 501.5 1000 493 1100 487 1300 484 1500 486 1550 GR 489 1900 480 2000 475 2500 475 2600 471 3000 GR 472 3600 472 3900 473 4000 476 4240 470 4250 GR 452.4 4300 452.4 4325 472 4340 474 4390 472.5 4410 GR 473 4440 483 4480 502 4540 [] 6 .05 1850 .052 4120 .055 4335 .045 4415 .058 N~ 4630 .06 4800 X1 56940 33 4335 4415 1250 1250 1350 GR 502 1000 499.4 1070 494.5 1720 490.8 1850 477.8 2090 GR 474.5 2330 474.6 2480 472.4 2820 475.6 2980 473.6 3120 GR 472 3300 475 3640 475 3760 473.4 3850 469 3880 GR 469 3920 474 3930 475.8 3980 475.3 4120 472 4290 GR 462 4335 454.5 4340 451 4345 449.2 4355 449 4360 GR 452 4370 467 4400 474 4415 473 4440 473.8 4445 GR 476 4630 500 4760 502 4800 Run Date: 15AUG94 Run Time: 13:01:32 *PROF 1 HMVersion: 6.52 Data File: SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNH WTN SLOPE XLOBL XLCH XLOBR ITRIAL II)C ICONT CORAR DCMODZ.hc2 OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST Page 13 CCHV= 0.100 CEHV= 0.300 *SECNO 25530.000 3470 ENCROACHMElqT STATIONS= 2494.0 ELENCL= 470.00 ELENCR= 470.00 25530.000 16.61 451.01 0.00 12800.0 0.0 12800.0 0.0 0.00 0.00 5.26 0.00 0.000628 700. 700. 560. 2742.0 TYPE= 1 TARGET= 451.01 451.44 0.43 0.0 2433.1 0.0 0.000 0.035 0.000 0 0 0 248.000 0.00 0.00 455.33 0.0 0.0 470.00 0.000 434.40 2512.48 0.00 216.69 2729.17 *SECNO 25770.000 3470 ENCROACH]4ENT STATIONS= 2495.0 ELENCL= 470.00 ELF, NCR= 470.00 25770.000 16.69 451.29 0.00 12800.0 0.0 12800.0 0.0 0.02 0.00 4.21 0.00 0.000367 240. 240. 240. 2780.0 TYPE= 0.00 451.57 0.0 3038.1 0,000 0.035 2 0 1 TARGET= 285.000 0.28 0.11 0.02 455.33 0.0 15.1 1.3 470.00 0.000 0.000 434.60 2511.44 0 0.00 253.17 2764.60 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3302 NAR}tING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMEI{T STATIONS= 2619.0 ELENCL= 470.00 ELElqCR= 470.00 26830.000 15.41 451.71 0.00 13300.0 0.0 13300.0 0.0 0.07 0.00 5.40 0.00 0.000835 1030. 1010. 960. 5200.0 TYPE= 0.00 452.16 0.0 2464.9 0.000 0.035 2 0 1490 NH CARD USED KRATIO = 1 TARGET= 0.45 0.0 0.000 0 0.69 2581.000 0.54 0.05 457.35 78.9 7.2 452.00 0.000 436.30 2642.14 0.00 256.77 3099.29 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 SECNO DEPTH CWSEL CRIWS WSELK EG NV BL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VI{OB ~ XtICH XItR WTN ELMIN SLOPE XLOBL XLCH XIDBR ITRItL IDC ICONT CORAl{ TOPWID L-BA.NK ELEV R-BANK ELEV SSTA ENDST Page 14 *SECNO 26880.000 3265 DIVIDED FLOW 26880.000 15.68 451.88 0.00 0.00 452.21 0.33 0.04 0.01 461.50 13300.0 0.0 13300.0 0.0 0.0 2875.9 0.0 81.9 7.5 457.50 0.07 0.00 4.62 0.00 0.000 0.037 0.000 0.000 436.20 1051.73 0.000674 32. 50. 479. 2 0 0 0.00 292.57 1524.38 1490 Nit CARD USED *SECNO 27165.000 3265 DIVIDED FLOW 27165.000 16.07 452.17 0.00 0.00 452.40 0.23 0.18 0.01 461.50 13300.0 0.0 7998.5 5301.5 0.0 1690.9 2706.8 103.1 11.5 459.00 0.09 0.00 4.73 1.96 0.000 0.037 0.040 0.000 436.10 1026.27 0.000700 240. 284. 201. 2 0 0 0.00 1255.42 2510.86 1490 Nit CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CR~NEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K_RATIO = 1.51 27449.000 16.85 452.45 0.00 0.00 452.54 0.09 0.12 0.01 460.30 13300.0 0.0 6346.4 6953.6 0.0 2434.2 3354.0 133.8 18.6 457.50 0.12 0.00 2.61 2.07 0.000 0.044 0.036 0.000 435.60 1044.68 0.000308 240. 284. 248. 2 0 0 0.00 1170.49 2670.60 1490 ~ CA]~D USED *SECNO 27748.000 1530 MANNINGS N VALUES FOR ~EL COMPOSITED 3265 DIVIDED FLOW 27748.000 17.35 452.55 0.00 0.00 452.62 0.07 0.08 0.00 460.00 13300.0 0.0 5983.3 7316.7 0.0 2407.7 3849.6 172.0 26.4 456.50 0.16 0.00 2.49 1.90 0.000 0.043 0.036 0.000 435.20 1099.83 0.000269 324. 299. 262. 2 0 0 0.00 1345.54 2738.82 Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: DCMODZ.hc2 Page 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QIDB (]CH QROB ALOB AC~ AROB VOL TWA TIME VIDB VC~ In, OB X/fL XNCH X~ WTN EI~IN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAl{ TOPWID L-BANH ELEV R-BANK ELEV SSTA ENDST 1490 NH CARD USED *SECNO 27992.000 3265 DIVIDED FLOW 27992.000 17.01 452.61 0.00 0.00 452.70 0.09 0.07 0.00 460.00 13300.0 0.0 7985.0 5315.0 0.0 2782.2 3558.9 212.9 35.2 458.60 0.19 0.00 2.87 1.49 0.000 0.037 0.039 0.000 435.60 1070.55 0.000247 213. 244. 309. 1 0 0 0.00 1257.10 2569.49 1490 [] CkRD USED *SECNO 28168.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28168.000 16.09 452.69 0.00 0.00 452.74 0.05 0.04 0.00 460.00 13300.0 0.0 4904.6 8395.4 0.0 2387.8 4893.8 244.9 41.3 458.80 0.22 0.00 2.05 1.72 0.000 0.043 0.036 0.000 436.60 1050.24 0.000183 167. 176. 223. 2 0 0 0.00 1210.32 2450.09 1490 [] CARD USED *SECNO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28492.000 16.44 452.74 0.00 0.00 452.80 0.06 0.06 0.00 460.00 13300.0 0.0 5006.5 8293.5 0.0 2350.3 4522.9 295.7 49.6 459.20 0.27 0.00 2.13 1.83 0.000 0.043 0.036 0.000 436.30 1246.88 0.000198 406. 324. 307. 1 0 0 0.00 1114.02 2563.29 1490 [] CARD USED *SEC}K) 28720.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28720.000 16.00 452.80 0.00 0.00 452.88 0.08 0.07 0.01 460.00 13300.0 0.0 5911.2 7388.8 0.0 2313.6 3637.9 339.6 57.2 458.60 0.30 0.00 2.55 2.03 0.000 0.042 0.037 0.000 436.80 1309.83 0.000283 173. 228. 338. 0 0 0 0.00 1024.32 2504.17 Run Date: 15AUG94 SECNO DEPTR Q QLOB TIME VLOB SLOPE XLOBL Run Time: 13:01:32 ~]~Version: 6.52 Data File: DCMODZ.hc2 CWSEL CRIWS WSELK EG NV HL OLOSS QCR QROB ALOB ACR AROB VOL TWA VC~ VROB XNL XNCR XNR WTN ELMIN XLC~ XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST Page 16 1490 ~ CAPJ) USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CRANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CRANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 0.61 3470 ENCROACtR4ENT STATIONS= 0.0 2526.0 TYPE= 1 TARGET= 28890.000 15.70 452.80 0.00 0.00 452.99 0.18 13300.0 0.0 8561.4 4738.6 0.0 2145.4 2218.0 0.32 0.00 3.99 2.14 0.000 0.044 0.040 0.000767 153. 170. 194. 2 0 0 2525.999 0.08 0.03 512.00 361.4 61.7 460.00 0.000 437.10 1326.66 0.00 1019.57 2526.00 1490 ~ CARD USED *SECNO 29124.000 3265 DIVIDED FLOW 29124.000 15.45 452.85 0.00 0.00 453.27 0.42 13300.0 0.0 13045.2 254.8 0.0 2489.7 221.3 0.33 0.00 5.24 1.15 0.000 0.038 0.040 0.000889 161. 234. 337. 2 0 0 0.21 0.07 462.00 383.2 67.1 459.00 0.000 437.40 1303.75 0.00 540.02 2332.25 1490 N~CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR C~ANNEL COMPOSITED 3265 DIVIDED FLOW 29651.000 15.44 453.50 0.00 0.00 453.67 0.17 13300.0 0.0 9521.1 3778.9 0.0 2561.9 1808.6 0.37 0.00 3.72 2.09 0.000 0.044 0.040 0.000635 600. 527. 404. 2 0 0 0.38 0.02 462.00 423.2 74.3 457.40 0.000 438.06 1202.90 0.00 841.65 2579.00 1490 ~ CAPJ) USED *SECNO 29831.000 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN EL~IN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29831.000 15.51 453.65 0.00 0.00 453.77 0.12 0.09 0.00 462.00 13300.0 0.0 7498.2 5801.8 0.0 2467.4 2327.8 443.0 77.7 458.00 0.39 0.00 3.04 2.49 0.000 0.042 0.036 0.000 438.14 1180.99 0.000390 171. 180. 197. 0 0 0 0.00 727.21 2411.82 1490 NH CARD USED *SECHO 30027.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 0.61 30027.000 15.45 453.68 0.00 0.00 453.95 0.28 0.14 0.05 462.00 13300.0 0.0 10268.7 3031.3 0.0 2267.1 1045.4 465.2 81.5 460.00 0.41 0.00 4.53 2.90 0.000 0.045 0.042 0.000 438.23 1161.29 0.001058 148. 196. 299. 2 0 0 0.00 555.16 2106.98 1490 NH CARD USED *SECHO 30384.000 3265 DIVIDED FLOW 30384.000 15.81 453.95 0.00 0.00 454.42 0.48 0.41 0.06 462.00 13300.0 0.0 11557.9 1742.1 0.0 2010.8 458.9 489.8 85.4 460.00 0.43 0.00 5.75 3.80 0.000 0.036 0.046 0.000 438.14 1077.61 0.001169 371. 357. 410. 0 0 0 0.00 325.16 1980.95 1490 NH CARD USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR CHANHEL COMPOSITED 3265 DIVIDED FLOW 30604.000 15.78 454.33 0.00 0.00 454.78 0.45 0.36 0.00 461.00 13300.0 0.0 11002.3 2297.7 0.0 1949.4 583.9 503.6 87.6 461.00 0.44 0.00 5.64 3.93 0.000 0.047 0.046 0.000 438.55 1044.82 0.002051 269. 220. 319. 2 0 0 0.00 447.02 1914.45 Run Date: 15AUG94 ~ Time: 13:01:32 Hl4Version: 6.52 Data File: DCMODZ.hc2 Page 18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VI{OB XNL XNCH XNR WTN ELI4IH SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COl{AR TOPWID ENDST 1490 NH CAPJ) USED *SECNO 30958.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.20 30958.000 16.40 454.95 0.00 0.00 455.08 0.13 0.27 0.03 461.00 13300.0 0.0 3826.6 9473.4 0.0 1070.5 3809.2 531.1 92.3 462.00 0.47 0.00 3.57 2.49 0.000 0.037 0.041 0.000 438.55 1076.16 0.000424 303. 354. 302. 2 0 0 0.00 831.58 2192.68 1490 NH CARD USED *SECNO 31335.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3301 ]iV CHA/qGED MORE THAN NVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 31335.000 15.68 454.23 454.23 0.00 456.41 2.18 0.41 0.62 461.00 13300.0 0.0 11723.2 1576.8 0.0 939.9 291.8 556.0 97.0 461.00 0.48 0.00 12.47 5.40 0.000 0.044 0.045 0.000 438.55 1069.46 0.008800 377. 377. 344. 5 11 0 0.00 332.36 2135.99 CCHV: 0.500 CEHV: 0.700 *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN NVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, I(RATIO = 3.02 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 SECNO DEP~ CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB X~ XNCH XNR ~ ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST Page 19 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32150.000 19.60 456.60 0.00 0.00 457.45 0.85 0.37 0.66 460.50 13300.0 0.0 13029.1 270.9 0.O 1740.0 184.7 562.2 98.1 460.00 0.49 0.00 7.49 1.47 0.000 0.035 0.055 0.000 437.00 3404.48 0.000962 160. 170. 180. 2 0 0 0.00 242.69 4395.48 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW -- 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ******** 3470 ENCROACHMENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32200.000 21.50 456.50 0.00 13300.0 0.0 12521.4 778.6 0.49 0.00 9.40 4.37 0.000554 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 6260.0 TYPE= 1 TARGET= 3210.000 0.00 457.80 1.31 0.0 1331.9 178.3 0.000 0.015 0.021 2 0 0 0.04 0.32 461.50 564.2 98.4 461.50 0.000 435.00 3405.51 0.00 153.82 4399.19 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ******** 3470 ENCROACHMENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32230.000 21.54 456.54 0.00 13300.0 0.0 12516.3 783.7 0.49 0.00 9.37 4.36 0.000549 50. 50. 50. 6260.0 TYPE= 1 TARGET= 0.00 457.84 1.30 0.0 1336.2 179.8 0.000 0.015 0.021 0 0 0 3210.000 0.03 0.00 461.50 565.9 98.5 461.50 0.000 435.00 3405.40 0.00 154.20 4399.25 Run Date: 15AUG94 Run Time: 13:01:32 HASfersion: 6.52 Data File: DCMODZ.hc2 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB X~L X~ XNR WTN ELMIN SLOPE XLOBL XLC~ XLOBR ITRIAL IDC ICONT COR~ TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST Page 20 CCHV= 0.100 CE~V= 0.300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THA~ HVINS 3302 WARNING: CONVEYANCE CMA/~GE OUTSIDE OF ACCEPTABLE P~GE, 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 32250.000 20.58 457.58 0.00 0.00 457.93 9400.0 0.0 8978.2 421.8 0.0 1855.5 0.49 0.00 4.84 1.30 0.000 0.045 0.000631 1. 1. 1. 2 0 1490 N~ CARD USED *SECNO 32305.000 3265 DIVIDED FLOW KRATIO = 0.66 TARGET= 0.35 324.0 0.055 0 3140.000 0.00 566.0 0.000 0.00 0.10 98.5 437.00 290.55 460.50 460.00 3403.35 4420.87 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO: 0.45 32305.000 19.69 457.39 0.00 0.00 458.11 0.72 0.07 0.11 465.00 9400.0 0.0 7956.6 1443.4 0.0 1101.3 382.3 568.3 98.9 460.00 0.49 0.00 7.22 3.78 0.000 0.045 0.055 0.000 437.70 2167.83 0.003107 55. 55. 55. 2 0 0 0.00 264.81 3341.55 1490 1~t CAPd) USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV C~IARGED MORE T~N HVINS Run Date: 15AUG94 Run Time: 13:01:32 Hl4Version: 6.52 Data File: D<MODZ.hc2 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB (2CH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR ~ ELf{IN SLOPE XLOBL XLCH XLOBR ITRIAL ID< ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST Page 21 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.13 32725.000 20.34 458.54 0.00 0.00 458.71 0.16 0.54 0.06 463.00 9400.0 2964.9 5760.1 674.9 1505.2 1479.4 548.0 592.8 104.0 461.00 0.53 1.97 3.89 1.23 0.060 0.045 0.055 0.000 438.20 1575.38 0.000686 380. 420. 520. 2 0 0 0.00 721.03 3706.33 1490 NH CARD USED *SECHO 33145.000 3265 DIVIDED FLOW 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 460.64 463.00 33145.000 20.48 458.88 0.00 0.00 459.05 0.17 0.34 0.00 460.64 9400.0 0.0 9400.0 0.0 0.0 2842.7 0.0 622.2 108.7 463.00 0.57 0.00 3.31 0.00 0.000 0.055 0.000 0.000 438.40 1397.06 0.001018 385. 420. 290. 3 0 0 0.00 372.01 1923.93 1490 NH CARD USED *SECNO 33470.000 3265 DIVIDED FLOW 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 460.20 ELREA= 463.00 33470.000 20.10 459.10 0.00 0.00 459.38 0.29 0.30 0.03 460.20 9400.0 0.0 9400.0 0.0 0.0 2191.2 0.0 640.9 111.2 463.00 0.59 0.00 4.29 0.00 0.000 0.038 0.000 0.000 439.00 1148.01 0.000854 315. 325. 260. 2 0 0 0.00 296.32 1559.41 1490 lq]{ CARD USED *SECNO 34260.000 3265 DIVIDED FLOW Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 22 SECNO DEPTH C~4SEL CRIWS WSELK EG ~V ~I. OLOSS L-BA/~K ELEV Q QLOB QCH QROB ~JuOB ACH AROB VOL TWA R-BA~ ELEV TIME VLOB VCt{ VROB XNL XNC~ XNR ~ ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL ID(] ICONT CORAR TOPWID El{DST 3495 OVERBA/~K AREA ASSUMED NON-EFFECTIVE, ELLEA= 461.20 ELREA= 464.00 34260.000 21.03 459.83 0.00 0.00 459.95 0.12 0.55 0.02 461.20 9400.0 0.0 9400.0 0.0 0.0 3316.1 0.0 690.9 117.7 464.00 0.66 0.00 2.83 0.00 0.000 0.049 0.000 0.000 438.80 873.48 0.000588 830. 790. 250. 2 0 0 0.00 420.45 1391.63 1490 ~ CARD USED *SECNO 34850.000 3301 HV CH~tNGED MORE THAN IIVINS 3302 WARNING: CONVEY~CE CI~NGE OUTSIDE OF ACCEPTABLE RANGE, K_RATIO = 0.52 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 464.30 ELREA= 465.00 34850.000 20.69 459.99 0.00 0.00 460.74 0.75 0.60 0.19 464.30 9400.0 0.0 9400.0 0.0 0.0 1353.2 0.0 722.5 121.4 465.00 0.69 0.00 6.95 0.00 0.000 0.045 0.000 0.000 439.30 1338.01 0.002137 520. 590. 640. 2 0 0 0.00 126.95 1464.95 1490 NH CARD USED *SE~O 34950.000 34950.000 20.94 460.24 0.00 0.00 460.95 0.72 0.21 0.00 464.30 9400.0 0.0 9400.0 0.0 0.0 1385.1 0.0 725.6 121.7 465.00 0.69 0.00 6.79 0.00 0.000 0.045 0.000 0.000 439.30 1336.46 0.002058 110. 100. 90. 2 0 0 0.00 131.15 1467.61 1490 [] CAPd) USED *SECNO 36970.000 3265 DIVIDED FLOW 3302 WARNING: CO~EYANCE CIL~NGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.42 36970.000 23.67 463.67 0.00 0.00 464.00 0.33 3.01 0.04 465.00 10000.0 0.0 7486.1 2513.9 0.0 1427.8 1335.1 821.8 141.0 465.00 0.82 0.00 5.24 1.88 0.000 0.040 0.060 0.000 440.00 2905.71 0.001149 2020. 2020. 2020. 2 0 0 0.00 700.09 3991.42 Run Date: 15AUG94 Run Time: 13:01:32 H]4Version: 6.52 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH %~ROB XNL Xl{CH SLOPE XLOBL XLCH XLOBR ITRIAL IDC Data File: DCMODZ.hc2 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAl{ TOPWID El{DST Page 23 1490 NIt CARD USED *SECNO 38200.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 38200.000 23.50 464.50 0.00 0.00 464.57 10000.0 834.5 4695.6 4469.9 1095.3 1739.9 0.97 0.76 2.70 1.71 0.060 0.045 0.000264 1150. 1230. 950. 2 0 KRATIO = 2.09 0.07 0.54 0.03 467.40 2610.6 924.0 162.9 462.00 0.055 0.000 441.00 1592.59 0 0.00 1123.52 2784.94 1490 NH CAPd) USED *SECNO 39290.000 39290.000 22.91 464.79 10000.0 462.2 5607.7 1.10 0.87 3.04 0.000295 980. 1090. 0.00 0.00 464.88 3930.1 532.1 1843.1 1.48 0.055 0.043 1110. 2 0 0.09 0.30 0.01 464.00 2660.6 1054.3 187.9 460.00 0.055 0.000 441.88 1245.39 0 0.00 931.59 2176.97 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW 3301 NV CHANGED MORE THAN HVINS 3302 WARNING: CONVEY~CE ClIANGE OUTSIDE OF ACCEPTABLE RANGE, 39440.000 22.50 464.50 0.00 0.00 465.15 10000.0 155.2 9563.4 281.4 163.1 1445.0 1.11 0.95 6.62 0.96 0.055 0.045 0.001437 150. 150. 280. 2 0 KRATIO = 0.45 0.65 0.10 0.17 464.00 293.6 1070.7 191.7 462.50 0.060 0.000 442.00 3817.51 0 0.00 596.15 4621.99 1490 I{H CARD USED *SECHO 39490.000 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 SEC~O DEPT~ CWSEL ~IWS WSELK EG MV ~L OLOSS Q QLOB QCH QROB ALOB AC~ AROB VOL TWA TIME VLOB VC~ ~OB XNL X]{~ X~{R WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SS?A ENDST Page 24 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.46 1490 [] CARD USED *SECNO 39540.000 3265 DIVIDED FLOW 39540.000 22.83 464.83 0.00 0.00 465.38 0.55 0.04 0.I0 464.00 9900.0 234.3 9179.3 486.4 227.7 1480.9 395.7 1076.2 192.9 462.50 1.11 1.03 6.20 1.23 0.055 0.045 0.050 0.000 442.00 3799.56 0.001220 50. 50. 50. 2 0 0 0.00 645.84 4636.35 1490 NH CARD USED *SECNO 40650.000 3265 DIVIDED FLOW 40650.000 26.08 466.08 0.00 0.00 466.33 0.25 0.91 0.03 464.80 6600.0 140.7 5644.7 814.6 258.9 1328.9 487.1 1127.9 208.7 457.80 1.19 0.54 4.25 1.67 0.060 0.045 0.045 0.000 440.00 4439.20 0.000531 1400. 1110. 800. 2 0 0 0.00 623.16 5129.01 1490 [] C~d{D USED *SECNO 48000.000 3265 DIVIDED FLOW 48000.000 23.16 468.76 0.00 0.00 468.85 0.09 2.51 0.02 457.00 5300.0 1435.3 3304.0 560.7 1362.5 1117.0 947.1 1488.1 310.9 466.50 2.03 1.05 2.96 0.59 0.055 0.045 0.060 0.000 445.60 1664.81 0.000268 5700. 7350. 2900. 3 0 0 0.00 1294.46 3179.36 39490.000 23.01 465.01 0.00 0.00 465.24 0.23 0.05 0.04 467.50 10000.0 365.3 9631.6 3.1 321.7 2450.6 5.8 1073.4 192.3 468.50 1.11 1.14 3.93 0.53 0.045 0.045 0.045 0.000 442.00 3781.99 0.000670 50. 50. 50. 2 0 0 0.00 476.54 4637.49 R~ Date: 15AUG94 Run Time: 13:01:32 NHVersion: 6.52 Data File: DCMODZ.hc2 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS Q QI~DB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VH~OB XNL XNCH XNR ~ ELRIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORER TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST Page 25 1490 NH CiRD USED *SECNO 51350.000 3265 DIVIDED FLOW 51350.000 23.05 469.55 0.00 0.00 469.62 0.07 0.77 0.00 470.30 4000.0 120.7 3879.3 0.0 382.2 1754.0 0.0 1710.8 392.3 470.20 2.47 0.32 2.21 0.00 0.055 0.045 0.000 0.000 446.50 3410.04 0.000182 3600. 3350. 3700. 3 0 0 0.00 674.94 4434.36 1490 NH CARD USED *SECNO 53350.000 3265 DIVIDED FLOW 53350.000 21.83 469.83 0.00 0.00 469.89 0.06 0.27 0.00 456.00 4000.0 721.5 3272.0 6.5 766.2 1588.0 20.0 1809.7 412.4 467.00 2.76 0.94 2.06 0.33 0.050 0.045 0.058 0.000 448.00 3421.70 0.000104 1650. 2000. 1750. 2 0 0 0.00 333.94 5684.15 1490 NH CARD USED *SECNO 55590.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = O.4O 55590.000 17.77 470.17 0.00 0.00 470.41 0.24 0.47 0.06 470.00 4000.0 0.0 4000.0 0.0 0.0 1013.9 0.0 1894.7 422.6 472.00 2.92 0.01 3.95 0.00 0.060 0.045 0.000 0.000 452.40 4249.71 0.000654 2000. 2240. 2200. 2 0 0 0.00 88.89 4338.60 1490 NH CAPJ) USED *SECNO 56940.000 3265 DIVIDED FLOW 56940.000 21.92 470.92 0.00 0.00 471.10 0.18 0.68 0.01 462.00 4000.0 335.1 3664.9 0.0 272.0 1034.7 0.0 1930.3 426.6 474.00 3.03 1.23 3.54 0.00 0.054 0.045 0.000 0.000 449.00 3866.91 0.000401 1250. 1350. 1250. 2 0 0 0.00 170.46 4408.40 Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: T1 T2 T3 J1 J2 DENTON CREEK - PROPOSED CONDITIONS - (K-R: F.I.S. W/ LAKE PARK ADD.) DENTON CREEK - 50 YR DISCHARGE PROFILE FIS IC~ECK 0 NPROF 2 DENTON CREEK, TEXAS FILE: DCPROP.DAT INQ NINV IDIR STRT METRIC RVINS Q 3 0 0 0 0 0 IP[DT PRFVS XSECV XSECH FN ALLDC IBW 0 -1 DCMODZ.hc2 WSEL 0 452.29 C~NIM FQ ITRACE Page 26 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 27 SECNO DEPTH ~SEL CRIWS NSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XlqCH XNR WTN ELl{IN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWlD L-BANK ELEV R-BANK ELEV SSTA ENDST *PROF 2 CCHV= 0.100 CEHV= 0.300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 ELENCL= 470.00 ELENCR= 470.00 25530.000 17.89 452.29 0.00 18200.0 0.0 18200.0 0.0 0.00 0.00 6.70 0.00 0.000933 700. 700. 560. 2742.0 TYPE= 1 TARGET= 248.000 452.29 452.99 0.70 0.0 2716.7 0.0 0.000 0.035 0.000 0 0 0 0.00 0.00 455.33 0.0 0.0 470.00 0.000 434.40 2507.36 0.00 226.37 2733.73 *SECNO 25770.000 3470 ENCROACHMENT STATIONS: 2495.0 ELENCL= 470.00 ELENCR= 470.00 25770.000 18.14 452.74 0.00 18200.0 0.0 18200.0 0.0 0.01 0.00 5.34 0.00 0.000533 240. 240. 240. 2780.0 TYPE= 1 TARGET= 0.00 453.18 0.44 0.0 3411.2 0.0 0.000 0.035 0.000 2 0 0 285.000 0.17 0.03 455.33 16.9 1.4 470.00 0.000 434.60 2505.63 0.00 263.69 2769.32 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS: 3!619.0 ELENCL= 470.00 ELENCR= 4'~0.00 26830.000 17.10 453.40 0.00 18900.0 0.0 17809.2 1090.8 0.06 0.00 6.07 1.04 0.001017 1030. 1010. 960. 5200.0 TYPE= 1 TARGET= 0.00 453.94 0.54 0.0 2933.1 1044.1 0.000 0.035 0.055 2 0 0 2581.000 0.73 0.03 457.35 101.9 16.8 452.00 0.000 436.30 2635.40 0.00 1104.81 3945.96 1490 NH CARD USED *SECNO 26880.000 3265 DIVIDED FLOW Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 SECNO DEPTH CWSEL CRI~;S WSELK EG ~V ~L OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VC~ VROB XNL X~CH XNR WTM ELNIN SLOPE XLOBL XLC~ XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST Page 28 26880.000 17.31 453.51 0.00 0.00 454.00 0.49 0.06 0.01 461.50 18900.0 0.0 18900.0 0.0 0.0 3378.6 0.0 111.3 21.5 457.50 0.06 0.00 5.59 0.00 0.000 0.036 0.000 0.000 436.20 1044.54 0.000851 32. 50. 479. 2 0 0 0.00 322.64 1527.32 1490 [] CARD USED *SECNO 27165.000 3265 DIVIDED FLOW 27165.000 17.93 454.03 0.00 0.00 454.19 0.16 0.16 0.03 461.50 18900.0 0.0 8509.2 10390.8 0.0 2036.1 4794.8 140.0 25.9 459.00 0.09 0.00 4.18 2.17 0.000 0.036 0.040 0.000 436.10 1016.23 0.000465 240. 284. 201. 2 0 0 0.00 1362.34 2574.04 1490 [] CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CMANNEL COMPOSITED 3265 DIVIDED FLOW 27449.000 18.61 454.21 0.00 0.00 454.29 0.09 0.09 0.01 460.30 18900.0 0.0 7298.3 11601.7 0.0 2901.3 5207.8 184.6 34.0 457.50 0.12 0.00 2.52 2.23 0.000 0.046 0.037 0.000 435.60 1038.04 0.000283 240. 284. 248. 0 0 0 0.00 1417.15 2706.76 1490 NH CARD USED *SECNO 27748.000 1530 MANNINGS N VALUES FOR CR~3fNEL CO~POSITED 3265 DIVIDED FLOW 27748.000 19.09 454.29 0.00 0.00 454.37 0.08 0.07 0.00 460.00 18900.0 0.0 6833.2 12066.8 0.0 2857.2 5800.3 237.5 42.8 456.50 0.15 0.00 2.39 2.08 0.000 0.045 0.037 0.000 435.20 1093.55 0.000243 324. 299. 262. 2 0 0 0.00 1404.20 2757.44 1490 NH CARD USED Run Date: 15AUG94 Run Time: 13:01:32 ~tMVersion: 6.52 Data File: DCMODZ.hc2 SECNO DEPT~ CWSEL CRIWS WSELK EG ~V HL OLOSS Q QLOB QCM QROB ALOB ACM AROB VOL TWA TIME VLOB VCM VROB XNL XNCM X~R WTN ELMIN SLOPE XLOBL XLCM XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST Page 29 *SECNO 27992.000 3265 DIVIDED FLOW 27992.000 18.75 454.35 0.00 0.00 454.44 0.09 0.07 0.00 460.00 18900.0 0.0 9578.2 9321.8 0.0 3287.5 5287.0 294.0 52.0 458.60 0.19 0.00 2.91 1.76 0.000 0.036 0.039 0.000 435.60 1063.59 0.000221 213. 244. 309. 1 0 0 0.00 1310.22 2582.25 1490 NH CARD USED *SECNO 28168.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28168.000 17.82 454.42 0.00 0.00 454.48 0.06 0.04 0.00 460.00 18900.0 0.0 5856.4 13043.6 0.0 2842.3 6580.7 336.7 58.2 458.80 0.22 0.00 2.06 1.98 0.000 0.044 0.036 0.000 436.60 1043.33 0.000175 167. 176. 223. 2 0 0 0.00 1269.55 2463.48 1490 NH CARD USED *SECNO 28492.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28492.000 18.17 454.47 0.00 0.00 454.54 0.07 0.06 0.00 460.00 18900.0 0.0 6019.5 12880.5 0.0 2787.3 6059.7 402.2 67.0 459.20 0.26 0.00 2.16 2.13 0.000 0.045 0.036 0.000 436.30 1239.30 0.000193 406. 324. 307. 1 0 0 0.00 1177.01 2573.38 1490 NR CARD USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CMANNEL COMPOSITED 3265 DIVIDED FLOW 28720.000 17.72 454.52 0.00 0.00 454.61 0.09 0.07 0.01 18900.0 0.0 7147.7 11752.3 0.0 2756.8 4993.7 459.6 75.0 0.29 0.00 2.59 2.35 0.000 0.043 0.037 0.000 436.80 0.000272 173. 228. 338. 0 0 0 0.00 1064.62 460.00 458.60 1302.95 2511.05 Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: DCMODZ.hc2 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TI~{E VLOB VCH VROB XNL X~CH XNR ~ EL~IN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDS? Page 30 1490 [] CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 0.66 3470 ENCROACHMENT STATIONS= 0.0 2526.0 TYPE= 1 TARGET= 28890.000 17.45 454.55 0.00 0.00 454.71 0.16 18900.0 0.0 9547.7 9352.3 0.0 2575.9 3597.2 0.31 0.00 3.71 2.60 0.000 0.045 0.040 0.000634 153. 170. 194. 1 0 0 2525.999 0.07 0.02 512.00 489.2 79.6 460.00 0.000 437.10 1318.96 0.00 1049.40 2526.00 1490 [] CARD USED *SECNO 29124.000 3265 DIVIDED FLOW 29124.000 17.13 454.53 0.00 0.00 455.00 0.46 18900.0 0.0 16893.4 2006.6 0.0 2941.9 1142.3 0.32 0.00 5.74 1.76 0.000 0.037 0.040 0.000912 161. 234. 337. 2 0 0 0.20 0.09 462.00 522.3 86.6 459.00 0.000 437.40 1295.33 0.00 945.77 2342.67 1490 [] CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29651.000 17.16 455.22 0.00 18900.0 0.0 11421.6 7478.4 0.36 0.00 3.73 2.63 0.000614 600. 527. 404. 0.00 0.0 0.000 2 455.39 3058.6 0.045 0 0.17 2842.4 0.040 0 0.37 0.03 462.00 577.1 96.2 457.40 0.000 438.06 1195.12 0.00 942.76 2586.05 1490 NI{CARD USED *SECI~O 29831.000 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 SECNO DEPT~ CWSEL CRIWS WSELIf EG ~V ML OLOSS Q QLOB QC~ QROB ALOB AC~ AROB VOL TWA TIME VLOB VCH VROB XNL XNC}{ XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BAI~ ELEV R-BANK ELEV SSTA ENDST Page 31 1530 MANNINGS N VALUES FOR CI~LNI~EL COMPOSITED 3265 DIVIDED FLOW 29831.000 17.20 455.34 0.00 0.00 455.49 0.15 0.09 0.00 462.00 18900.0 0.0 9442.7 9457.3 0.0 2925.2 3166.3 603.0 100.1 458.00 0.38 0.00 3.23 2.99 0.000 0.043 0.036 0.000 438.14 1173.64 0.000410 171. 180. 197. 2 0 0 0.00 825.86 2416.61 1490 [] CARD USED *SECNO 30027.000 1530 M~INGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KHATIO = 0.59 30027.000 17.15 455.38 0.00 0.00 455.69 0.31 0.16 0.05 462.00 18900.0 0.0 12971.1 5928.9 0.0 2713.6 1607.6 632.1 104.4 460.00 0.39 0.00 4.78 3.69 0.000 0.047 0.043 0.000 438.23 1154.47 0.001192 148. 196. 299. 2 0 0 0.00 627.76 2133.68 1490 [] CARD USED *SECNO 30384.000 1530 MANNINGS N VALUES FOR CMANNEL COMPOSITED 3265 DIVIDED FLOW 30384.000 17.64 455.78 0.00 0.00 456.35 0.58 0.58 0.08 462.00 18900.0 0.0 15413.1 3486.9 0.0 2477.7 628.8 663.9 108.9 460.00 0.41 0.00 6.22 5.55 0.000 0.047 0.047 0.000 438.14 1069.90 0.002158 371. 357. 410. 2 0 0 0.00 384.19 1987.69 1490 [] CARD USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR C~E5 COOl, SITED 3265 DIVIDED FLOW Run Date: 15AUG94 Run Time: 13:01:32 MMVersion: 6.52 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB ~ QROB ALOB ACH TIME VLOB VC~ VROB XNL XNCI{ SLOPE XLOBL XLC~ XLOBR ITRIAL Data File: DC740DZ.hc2 HV ~ OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV ~ WTN ELMIN SSTA ICONT CORAR TOPWID El{DST Page 32 30604.000 17.89 456.44 0.00 0.00 456.87 18900.0 0.0 14003.6 4896.4 0.0 2514.7 0.42 0.00 5.57 3.99 0.000 0.049 0.001946 269. 220. 319. 2 0 1490 Nq~ CAIAD USED *SECNO 30958.000 1530 MA/fNINGS N VALUES FOR ~EL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CO~EYANCE C]{ANGE OUTSIDE OF ACCEPTABLE RANGE, 30958.000 18.48 457.03 0.00 0.00 457.14 18900.0 0.0 3454.2 15445.9 0.0 1343.9 0.46 0.00 2.57 2.80 0.000 0.049 0.000403 303. 354. 302. 2 0 0.42 0.50 0.02 461.00 1227.8 683.3 112.3 461.00 0.046 0.000 438.55 1036.22 0 0.00 721.55 2079.83 KRATIO = 2.20 0.12 0.25 0.03 461.00 5525.7 722.4 118.6 462.00 0.041 0.000 438.55 1067.90 0 0.00 1035.29 2233.90 1490 [] CAI{D USED *SECNO 31335.000 1530 ~L~NNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3301 HV CHANGED MORE TFu~N HVINS 3302 WARNING: CON'VEYA~CE CMA}IGE OUTSIDE OF ACCEPTABLE RANGE, 31335.000 18.09 456.64 0.00 0.00 457.81 18900.0 0.0 12454.9 6445.1 0.0 1233.5 0.47 0.00 10.10 4.86 0.000 0.046 0.005089 377, 377. 344. 3 0 KRATIO = 0.28 1.17 0.35 0.32 461.00 1326.5 760.6 126.6 461.00 0.043 0.000 438.55 1058.40 0 0.00 953.24 2158.56 CCTV= 0.500 CEI~V= 0.700 *SE~O 32150.000 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIHE VLOB VCH VROB XNL XNCH XNR ~ EL}4IN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWlD L-BANK ELEV R-BANK ELEV SSTA ENDST Page 33 3265 DIVIDED FLOW -- 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE P,~NGE, KR~TIO = 1.69 3470 ENCROACH]4ENT STATIONS= 3040.0 ELENCL= 470.00 ELENCR= 470.00 32150.000 19.99 456.99 0.00 18900.0 0.0 18413.9 486.1 0.47 0.00 10.31 2.05 0.001786 160. 170. 180. 6180.0 TYPE= 1 TARGET= 0.00 458.60 1.61 O.0 1785.9 237.2 0.000 0.035 0.055 2 0 0 3140.000 0.48 0.31 460.50 769.7 129.0 460.00 0.000 437.00 3404.03 0.00 253.67 4397.46 1490 NH CAPED USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 NV CHANGED ~RE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 RIN ELTRD= 3470 ENCROACH]4ENT STATIONS= 3050.0 ELENCL= 470.00 EL~CR= 470.00 32200.000 21.80 456.80 O.00 18900.0 0.0 17736.3 1163.7 0.47 0.00 12.98 6.10 0.001046 50. 50. 50. 463.60 MAX ELLC= 6260.0 TYPE= 1 TARGET= 0.00 459.29 2.49 0.0 1366.2 190.8 0.000 0.015 0.021 2 0 0 3210.000 0.07 0.62 461.50 771.8 129.3 461.50 0.000 435.00 3404.61 0.00 156.84 4399.69 *SECHO 32230.000 3265 DIVIDED FLOW 3370 NOP,}4AL BRIDGE, NPJ)= 9 RIN ELTRD= 463.60 MAX ELLC= Run Date: 15AUG94 Run Time: 13:01:32 H]4Version: 6.52 Data File: SECNO DEPTR CWSEL CRIWS Q QLOB QCH QROB TIME VlDB VCH VROB SLOPE XLOBL XLCH XLOBR WSELK EG HV HL ALOB ACR AROB VOL XNL XNCR XNR WTN ITRIAL IDC ICONT CORAR DCMODZ. hc2 OLOSS L-BANK ELEV TWA R-BANK ELEV EANIN SSTA TOPWID ENDST Page 34 3470 ENCROACH]4ENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32230.000 21.98 456.98 0.00 18900.0 0.0 17702.6 1197.4 0.48 0.00 12.76 6.03 0.001006 50. 50. 50. CCRV= 0.100 CEI{V: 0.300 *SECNO 32250.000 3265 DIVIDED FLOW 6260.0 TYPE= 1 TARGET= 3210.000 0.00 459.38 2.40 0.0 1387.0 198.4 0.000 0.015 0.021 2 0 0 0.05 0.04 461.50 773.6 129.5 461.50 0.000 435.00 3404.07 0.00 158.65 4400.00 3301 HV CFu~NGED MORE THAN HVINS 3470 ENCROACHME~ STATIONS= 3040.0 ELENCL= 470.00 ELENCR= 470.00 32250.000 22.11 459.11 0.00 13200.0 1.2 11814.7 1384.2 0.48 0.17 5.80 1.37 0.000841 1. 1. 1. 1490 NH CAm USED *SECNO 32305.000 3265 DIVIDED FLOW 6180.0 TYPE= i TARGET= 0.00 459.58 0.47 6.9 2037.7 1008.8 0.055 0.045 0.055 3 0 0 3140.000 0.00 0.19 460.50 773.6 129.5 460.00 0.000 437.00 3040.00 0.00 951.58 4593.71 3302 WARNING: CONVEYANCE CHA~GE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 0.50 32305.000 21.24 458.94 0.00 0.00 459.77 0.83 0.08 0.11 465.00 13200.0 0.0 10434.0 2766.0 0.0 1323.0 613.0 776.8 130.3 460.00 0.48 0.00 7.89 4.51 0.000 0.045 0.055 0.000 437.70 2163.19 0.003417 55. 55. 55. 2 0 0 0.00 320.89 3349.67 1490 NH CkRl) USED *SEt~qO 32725.000 Run Date: 15AUG94 R%hn Time: 13:01:32 ~]4Version: 6.52 Data File: DCMODZ.hc2 SECNO DE~H C~NSEL CRIWS WSELK EG NV ]{L OLOSS Q QL~DB QCH QROB ALOB ACR AROB VOL TWA TIME VLOB VC~ VROB XNL XNC~ XNR ~ ELMIN SLOPE XLOBL XLC~ XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BA]~K ELEV R-BANK ELEV SSTA ENDST Page 35 3265 DIVIDED FI~DW -- 3301 NV CR~NGED MORE T~3~N NVINS 3302 WARNING: CONVEYANCE CEANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.31 32725.000 22.03 460.23 0.00 0.00 460.37 0.15 0.54 13200.0 4534.1 6674.0 1991.9 2010.2 1744.7 1546.8 813.2 0.52 2.26 3.83 1.29 0.060 0.045 0.055 0.000 0.000643 380. 420. 520. 2 0 0 0.00 0.07 139.8 438.20 1427.19 463.00 461.00 1570.33 3828.37 1490 [] CARD USED *SECNO 33145.000 1530 MANNINGS N VALUES FOR C~3~NEL COMPOSITED 3265 DIVIDED FLOW 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 460.64 ELREA= 463.00 33145.000 22.11 460.51 0.00 0.00 460.74 0.22 0.34 0.02 460.64 13200.0 0.0 13200.0 0.0 0.0 3473.4 0.0 852.4 147.1 463.00 0.55 0.00 3.80 0.00 0.000 0.054 0.000 0.000 438.40 1390.52 0.001128 385. 420. 290. 5 0 0 0.00 401.68 1934.09 1490 [] CARD USED *SECNO 33470.000 3265 DIVIDED FLOW 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 460.20 ELREA= 463.00 33470.000 21.79 460.79 0.00 0.00 461.14 0.35 0.37 0.04 460.20 13200.0 86.6 13113.4 0.0 117.4 2737.7 0.0 876.0 150.5 463.00 0.57 0.74 4.79 0.00 0.055 0.040 0.000 0.000 439.00 972.80 0.001122 315. 325. 260. 0 0 0 0.00 517.61 1576.65 Run Date: 15AUG94 Run Time: 13:01:32 ]~4Version: 6.52 SECNO DEPTN CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB AC7{ TIME VLOB VC~ VROB XNL XNC~ SLOPE XLOBL XLC~ XLOBR ITRIAL IDC Data File: DCMODZ.hc2 ~V ~L OLOSS L-BANK ELEV AROB VOL TWA R-BA~ ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST Page 36 1490 N~CARD USED *SECNO 34260.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 34260.000 22.86 461.66 0.00 0.00 13200.0 0.1 13199.9 0.0 0.4 0.64 0.25 3.16 0.00 0.055 0.000634 830. 790. 250. 2 461.20 ELREA= 464.00 461.81 0.16 0.65 0.02 461.20 4171.0 0.0 939.8 160.5 464.00 0.044 0.000 0.000 438.80 866.20 0 0 0.00 568.51 1434.70 1490 N~ CARD USED *SECNO 34850.000 3301 ~V C~GED MORE T~AN ~VINS 3302 WARNING: CONVEYANCE C~ANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 0.45 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 464.30 ELREA= 465.00 34850.000 22.44 461.74 0.00 0.00 462.79 1.05 0.71 0.27 464.30 13200.0 0.0 13200.0 0.0 0.0 1602.1 0.0 978.9 165.4 465.00 0.66 0.00 8.24 0.00 0.000 0.045 0.000 0.000 439.30 1326.67 0.003131 520. 590. 640. 2 0 0 0.00 157.48 1484.15 1490 N~ CARD USED *SECNO 34950.000 3265 DIVIDED FLOW 34950.000 23.20 462.50 0.00 0.00 463.09 0.59 0.25 0.05 464.30 13200.0 1824.4 11375.6 0.0 1213.0 1727.2 0.0 984.2 167.0 465.00 0.66 1.50 6.59 0.00 0.054 0.045 0.000 0.000 439.30 125.68 0.002003 110. 100. 90. 3 0 0 0.00 1169.57 1492.53 1490 NH CARD USED *SECNO 36970.000 Run Date: 15AUG94 Run Time: 13:01:32 HI, Version: 6.52 Data File: DCMODZ.hc2 SECNO DEPTH CWSEL CRIWS WSELK EG NV ML OLOSS Q QLOB Q~ QROB ALOB ACM AROB VOL TWA TIME VLOB VC~ VROB XNL XNC~ ~ ~ EL~IN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BA~ ELEV R-BANK ELEV SSTA ENDST Page 37 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE C~NGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 36970.000 25.53 465.53 0.00 0.00 465.78 0.26 2.66 0.03 465.00 13800.0 2.2 8486.6 5311.3 6.9 1714.5 2614.3 1153.0 217.1 465.00 0.81 0.31 4.95 2.03 0.060 0.041 0.060 0.000 440.00 2873.65 0.000946 2020. 2020. 2020. 3 0 0 0.00 990.71 4007.07 1490 NH CARD USED *SECNO 38200.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE C~GE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.95 38200.000 25.21 466.21 0.00 0.00 466.28 0.07 0.48 0.02 467.40 13800.0 1937.9 5560.6 6301.5 1924.9 1994.6 3508.1 1297.6 243.1 462.00 0.96 1.01 2.79 1.80 0.060 0.045 0.055 0.000 441.00 1566.88 0.000249 1150. 1230. 950. 2 0 0 0.00 1192.65 2802.08 1490 NH CAPJ) USED *SECNO 39290.000 39290.000 24.60 466.48 0.00 0.00 466.58 13800.0 1157.3 6686.7 5956.1 1059.1 2096.7 1.08 1.09 3.19 1.70 0.055 0.044 0.000280 980. 1090. 1110. 2 0 0.10 0.29 0.01 464.00 3513.3 1471.8 269.8 460.00 0.055 0.000 441.88 1179.57 0 0.00 1002.83 2182.40 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW 3301 NV C]tANGED MORE T~2~N NVINS Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: DCMODZ.hc2 SECNO DEPTH CWSEL CRIWS WSELK EG HV [IL OLOSS Q QLOB QCT{ QROB ALOB ACH AROB VOL TWA TIME VLOB VC]{ VROB ~ XNC~ X~ WTN ELMIN SLOPE XLOBL XLC~ XLOBR ITRIAL IDC ICONT CORAl{ TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST Page 38 3302 WARNING: CONVEYANCE C~ANGE OUTSIDE OF ACCEPTABLE RANGE, KRATZO: 0.46 39440.000 24.21 466.21 0.00 0.00 466.83 0.63 0.10 0.16 464.00 13800.0 962.6 11368.7 1468.7 545.1 1633.0 931.8 1495.3 274.3 462.50 1.09 1.77 6.96 1.58 0.055 0.045 0.060 0.000 442.00 3778.84 0.001351 150. 150. 280. 2 0 0 0.00 801.21 4697.21 1490 NH CARD USED *SECNO 39490.000 3265 DIVIDED FLOW 39490.000 24.65 466.65 0.00 0.00 466.92 0.27 0.05 0.04 467.50 13800.0 1320.6 12436.5 42.9 705.1 2862.7 40.2 1499.1 275.1 468.50 1.09 1.87 4.34 1.07 0.045 0.045 0.045 0.000 442.00 3779.21 0.000739 50. 50. 50. 2 0 0 0.00 533.82 4641.54 1490 NJ{ CARD USED *SECNO 39540.000 3265 DIVIDED FLOW 39540.000 24.53 466.53 0.00 0.00 467.03 0.50 0.04 0.07 464.00 13700.0 1076.2 10659.8 1964.0 624.4 1668.4 1080.4 1503.1 275.9 462.50 1.10 1.72 6.39 1.82 0.055 0.045 0.050 0.000 442.00 3775.87 0.001106 50. 50. 50. 2 0 0 0.00 834.47 4710.35 1490 Lq{ CARD USED *SECNO 40650.000 40650.000 27.68 467.68 0.00 9100.0 769.2 6559.8 1771.1 1.18 0.97 4.48 1.83 0.000519 1400. 1110. 800. 0.00 467.91 0.24 0.85 0.03 464.80 795.6 1464.7 969.1 1584.7 295.8 457.80 0.060 0.045 0.045 0.000 440.00 4349.29 2 0 0 0.00 793.04 5142.33 1490 NH CARD USED *SEC~O 48000.000 Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: D~ODZ.hc2 SECNO DEPTH CWSEL CRIWS WSELK EG R-q HL OLOSS Q QLOB QCH QROB ALOB ACR AROB VOL TWA TIME VLOB VCH VROB XNL XNC~ Xl~ ~ EANIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST Page 39 3265 DIVIDED FLOW 48000.000 24.54 470.14 0.00 0.00 470.22 0.08 2.29 0.02 457.00 8000.0 2699.1 3841.9 1459.1 2341.7 1220.4 1815.1 2109.2 415.4 466.50 2.02 1.15 3.15 0.80 0.055 0.045 0.060 0.000 445.60 1645.11 0.000270 5700. 7350. 2900. 3 0 0 0.00 1485.71 3192.77 1490 Nq{ CARD USED *SEC~NO 51350.000 3302 WARNING: CONVEYANCE C~%I~GE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 0.67 51350.000 24.83 471.33 0.00 0.00 471.40 0.07 1.17 0.00 470.30 7000.0 1665.9 5332.9 1.2 1782.6 2252.5 3.3 2490.4 533.5 470.20 2.49 0.93 2.37 0.37 0.055 0.045 0.058 0.000 446.50 3137.90 0.000458 3600. 3350. 3700. 2 0 0 0.00 1382.90 4520.80 1490 [] CARD USED *SECNO 53350.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE C~ANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.64 53350.000 23.81 471.81 0.00 0.00 471.91 0.09 0.50 0.01 456.00 7000.0 1888.7 5077.1 34.2 2160.6 1786.1 57.9 2659.0 587.9 467.00 2.72 0.87 2.84 0.59 0.050 0.045 0.058 0.000 448.00 3401.89 0.000170 1650. 2000. 1750. 2 0 0 0.00 1389.33 5694.06 1490 [] CARD USED *SECNO 55590.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE C~{ANGE OUTSIDE OF ACCEPTABLE RANGE, K_RATIO = 0.41 55590.000 19.93 472.33 0.00 0.00 472.76 0.43 0.75 0.10 7000.0 441.2 6558.5 0.3 694.4 1206.6 1.4 2803.0 647.2 2.84 0.64 5.44 0.24 0.060 0.045 0.060 0.000 452.40 0.001014 2000. 2240. 2200. 2 0 0 0.00 1167.92 470.00 472.00 2867.09 4348.23 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 SE~O DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XI{R WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, iR TOP{4ID L-BA~ ELEV R-BANK ELEV SSTA Eh'DST Page 40 1490 NH CARD USED *SECNO 56940.000 3265 DIVIDED FLON 56940.000 24.52 473.52 0.00 0.00 473.79 0.27 1.0t 0.02 462.00 7000.0 1348.3 5650.6 1.1 1012.4 1232.7 4.2 2865.3 676.7 474.00 2.93 1.33 4.58 0.25 0.054 0.045 0.058 0.000 449.00 2647.10 0.000585 1250. 1350. 1250. 2 0 0 0.00 875.97 4443.24 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 41 T1 T2 T3 J1 J2 DENTON CREEK - PROPOSED CONDITIONS - (K-H: F.I.S. W/ LAKE PARK ADD.) DENTON CREEK - 100 YR DISCHARGE PROFILE FIS ICHECK 0 NPROF 3 DENTON CREEK, TEXAS FILE: DCPROP.DAT INQ NtNV IDIR STRT METRIC HVINS Q 4 0 O 0 0 O IPLOT PRFVS XSE~ XSECH Fl{ ALLDC IB~ 0 -1 WSEL 0 453.5205 CHIqIM FQ ITRACE Run Date: 15AUG94 Run Time: 13:01:32 I~4Version: 6.52 Data File: DCMODZ.hc2 Page 42 SECNO DEI~I~ CWSEL CRIWS WSELK EG ~V ItL OLOSS Q QLOB QC~ QROB ALOB ACH AROB VOL TWA TIME VLOB VC~ ~ROB XNL XNC~ X~ ~ ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORER TOPWID L-BAI~ ELEV R-BANK ELEV SSTA ENDST *PROF 3 CCTV= 0.i00 CE~V= 0.300 *SECNO 25530.000 3470 ENCROAC[]ENT STATIONS= 2494.0 ELENCL= 470.00 ELENCR= 470.00 25530.000 19.12 453.52 0.00 20600.0 0.0 20600.0 0.0 0.00 0.00 6.86 0.00 0.000906 700. 700. 560. 2742.0 TYPE= 1 TARGET= 248.000 453.52 454.25 0.73 0.0 3001.0 0.0 0.000 0.035 0.000 0 0 0 0.00 0.00 455.33 0.0 0.0 470.00 0.000 434.40 2502.44 0.00 235.67 2738.11 *SECNO 25770.000 3470 ENCROAC[]ENT STATIONS= 2495.0 ELENCL= 470.00 ELEHCR= 470.00 25770.000 19.37 453.97 0.00 20600.0 0.0 20600.0 0.0 0.01 0.00 5.50 0.00 0.000525 240. 240. 240. 2780.0 TYPE= 1 TARGET= 0.00 454.44 0.47 0.0 3742.1 0.0 0.000 0.035 0.000 2 0 0 285.000 0.16 0.03 455.33 18.6 1.4 470.00 0.000 434.60 2500.67 0.00 272.69 2773.36 1490 N~ CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3470 ENCROACliMENT STATIONS= 2619.0 ELENCL= 470.00 ELENCR= 470.00 26830.000 18.39 454.69 0.00 21300.0 0.0 18285.6 3014.4 0.07 0.00 5.48 1.41 0.000789 1030. 1010. 960. 5200.0 TYPE= 1 TARGET= 2581.000 0.00 455.09 0.40 0.0 3337.9 2139.2 0.000 0.035 0.055 0 0 0 0.64 0.01 457.35 124.2 18.0 452.00 0.000 436.30 2630.24 0.00 1199.25 3969.96 1490 N~ CARD USED *SECNO 26880.000 3265 DIVIDED FLOW Run Date: 15AUG94 Run Time: 13:01:32 H]4Version: 6.52 Data File: DCMODZ.hc2 Page 43 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QC7{ QROB ALOB AClt AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR ~TN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COlLaR TOPWID L-BANK ELEV R-BANK ELEV SSTA E~DST 26880.000 18.51 454.71 0.00 0.00 455.17 0.47 0.07 0.02 461.50 21300.0 0.0 20894.0 406.0 0.0 3777.4 563.6 143.2 27.7 457.50 0.07 0.00 5.53 0.72 0.000 0.036 0.045 0.000 436.20 1039.28 0.000762 32. 50. 479. 2 0 0 0.00 1173.21 2668.71 · 1490 [] CARD USED *SECNO 27165.000 3265 DIVIDED FLOW 27165.000 19.14 455.24 0.00 0.00 455.35 0.10 0.14 0.04 461.50 21300.0 0.0 7005.5 14294.5 0.0 2282.1 6236.7 178.6 34.2 459.00 0.10 0.00 3.07 2.29 0.000 0.046 0.040 0.000 436.10 1010.03 0.000389 240. 284. 201. 3 0 0 0.00 1418.55 2610.10 1490 [] CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR C]{A[]EL COMPOSITED 3265 DIVIDED FLOW 27449.000 19.75 455.35 0.00 0.00 455.43 0.07 0.08 0.00 460.30 21300.0 0.0 6474.6 14825.4 0.0 3252.2 6562.2 233.1 42.9 457.50 0.13 0.00 1.99 2.26 0.000 0.050 0.037 0.000 435.60 1033.60 0.000248 240. 284. 248. 2 0 0 0.00 1551.59 2736.39 1490 [] CARD USED *SECNO 27748.000 1530 MANNINGS N VALUES FOR CHANNEL CO}4POSITED 3265 DIVIDED FLOW 27748.000 20.22 455.42 0.00 0.00 455.49 0.07 0.06 0.00 460.00 21300.0 0.0 6740.9 14559.1 0.0 3171.9 7095.8 296.2 52.2 456.50 0.17 0.00 2.13 2.05 0.000 0.047 0.037 0.000 435.20 1089.31 0.000197 324. 299. 262. 2 0 0 0.00 1445.81 2767.54 1490 ~ CARD USED Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 44 SECNO DEPTM CWSEL CRIWS WSELK EG MV ML OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VI{OB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 27992.000 1530 MANNINGS N VALUES FOR CH~EL COMPOSITED 3265 DIVIDED FLOW 27992.000 19.88 455.48 0.00 0.00 455.55 0.07 0.06 0.00 460.00 21300.0 0.0 8458.9 12841.1 0.0 3641.4 6429.2 363.3 61.6 458.60 0.21 0.00 2.32 2.00 0.000 0.047 0.039 0.000 435.60 1059.08 0.000226 213. 244. 309. 0 0 0 0.00 1344.42 2589.88 1490 NH CARD USED *SECNO 28168.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28168.000 18.93 455.53 0.00 0.00 455.59 0.06 0.04 0.00 21300.0 0.0 5923.5 15376.5 0.0 3156.0 7690.5 413.1 68.1 0.24 0.00 1.88 2.00 0.000 0.045 0.037 0.000 436.60 0.000150 167. 176. 223. 0 0 0 0.00 1313.08 1490 NH CARD USED *SECNO 28492.000 1530 MANNINGS N VALUES FOR CM~NNEL COMPOSITED 3265 DIVIDED FLOW 460.00 458.80 1038.92 2470.91 28492.000 19.27 455.57 0.00 0.00 455.64 0.07 0.05 0.00 460.00 21300.0 0.0 6096.4 15203.6 0.0 3086.1 7073.9 488.4 77.1 459.20 0.28 0.00 1.98 2.15 0.000 0.046 0.036 0.000 436.30 1234.59 0.000167 406. 324. 307. 2 0 0 0.00 1220.21 2578.64 1490 NH CAi{D USED *SEC~O 28720.000 1530 M~%~NrNINGS N VALUES FOR CHAI~EL COMPOSITED 3265 DIVIDED FLOW 28720.000 18.82 455.62 0.00 0.00 455.71 0.09 0.06 0.01 460.00 21300.0 0.0 7338.4 13961.6 0.0 3060.0 5875.4 554.7 85.4 458.60 0.31 0.00 2.40 2.38 0.000 0.044 0.037 0.000 436.80 1298.55 0.000231 173. 228. 338. 0 0 0 0.00 1095.73 2516.67 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 45 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLC~ XLOBR WSELK EG NV HL OLOSS ALOB ACH AROB VOL TWA XNL XNCH XNR WTN ELMIN ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV~ SSTA ENDST 1490 [] CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 0.67 3470 ENCROACHMENT STATIONS= 0.0 2526.0 TYPE= 1 TARGET= 28890.000 18.55 455.65 0.00 0.00 455.78 0.13 21300.0 0.0 9353.6 11946.4 0.0 2869.3 4469.9 0.33 0.00 3.26 2.67 0.000 0.047 0.040 0.000510 153. 170. 194. 0 0 0 2525.999 0.06 0.01 512.00 589.3 90.1 460.00 0.000 437.10 1314.39 0.00 1077.65 2526.00 1490 [] CARD USED *SECNO 29124.000 1530 MANNINGS N VALUES FOR C/tANNEL COMPOSITED 3265 DIVIDED FLOW 29124.000 18.30 455.70 0.00 0.00 456.03 0.33 0.19 0.06 462.00 21300.0 0.0 16547.2 4752.8 0.0 3275.8 1931.9 630.6 97.4 459.00 0.35 0.00 5.05 2.46 0.000 0.046 0.040 0.000 437.40 1290.05 0.001012 161. 234. 337. 2 0 0 0.00 984.06 2359.22 1490 NH CARD USED *SECNO 29651.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 29651.000 18.18 456.24 0.00 0.00 456.39 0.15 21300.0 0.0 11744.2 9555.8 0.0 3378.7 3521.9 0.39 0.00 3.48 2.71 0.000 0.046 0.040 0.000528 600. 527. 404. 2 0 0 1490 NH CARD USED 0.35 0.02 462.00 696.1 107.5 457.40 0.000 438.06 1191.04 0.00 1020.00 2590.89 Run Date: 15AUG94 Run Time: 13:01:32 ~4Version: 6.52 Data File: DCMODZ.hc2 Page 46 SECNO DEPT~ CWSEL CRIWS WSELK EG Q QIDB Q~ QROB ALOB ACB TIME VLOB VC~ VROB ~ XNC~ SLOPE XLOBL XLCH XLOBR ITRIAL ID<] ~V ItL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMI]~ SSTA ICONT CORAR TOPWID ENDST *SECNO 29831.000 1530 MANNINGS N VALUES FOR C~3~NNEL COM~OSITED 3265 DIVIDED FLOW 29831.000 18.19 456.33 0.00 0.00 456.48 21300.0 0.0 10000.0 11300.0 0.0 3210.6 0.41 0.00 3.11 3.04 0.000 0.044 0.000372 171. 180. 197. 2 0 0.15 0.08 0.00 462.00 3715.3 726.1 111.7 458.00 0.036 0.000 438.14 1169.68 0 0.00 857.57 2421.32 1490 N~ CARD USED *SECNO 30027.000 1530 MANNINGS N VALUES FOR C~{ANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CflANGE OUTSIDE OF ACCEPTABLE RANGE, 30027.000 18.15 456.38 0.00 0.00 456.67 21300.0 0.0 13549.0 7751.0 0.0 3008.1 0.42 0.00 4.50 3.95 0.000 0.049 0.001141 148. 196. 299. 2 0 KRATIO = 0.57 0.29 0.15 0.04 462.00 1962.5 759.6 116.2 460.00 0.043 0.000 438.23 1150.49 0 0.00 680.98 2140.64 1490 ~ CARD USED *SECNO 30384.000 1530 MANNINGS N VALUES FOR C~{ANNEL COMPOSITED 3265 DIVIDED FLOW 30384.000 18.60 456.74 0.00 0.00 457.32 21300.0 0.0 17098.6 4201.4 0.0 2749.8 0.44 0.00 6.22 5.60 0.000 0.049 0.002147 371. 357. 410. 2 0 1490 N~ CARD USED *SECNO 30604.000 0.58 0.57 0.09 462.00 749.8 795.9 121.1 460.00 0.048 0.000 438.14 1066.03 0 0.00 429.26 1994.78 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 47 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XliL XlqCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 1530 MANNINGS N VALUES FOR CHANlqEL COMPOSITED 3265 DIVIDED FLOW 30604.000 18.87 457.42 0.00 0.00 457.80 21300.0 0.0 14980.5 6319.5 0.0 2799.0 0.46 0.00 5.35 3.72 0.000 0.050 0.001645 269. 220. 319. 2 0 1490 NH CARD USED *SECNO 30958.000 1530 MANNINGS N VALUES FOR CHANI{EL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30958.000 19.38 457.93 0.00 0.00 458.04 21300.0 0.0 3543.0 17757.0 0.0 1484.2 0.49 0.00 2.39 2.79 0.000 0.051 0.000364 303. 354. 302. 2 0 0.38 0.46 0.02 461.00 1699.0 818.9 125.0 461.00 0.047 0.000 438.55 1032.31 0 0.00 825.02 2149.69 KRATIO = 2.13 0.12 0.22 0.03 461.00 6366.5 864.3 132.1 462.00 0.041 0.000 438.55 1064.29 0 0.00 1140.63 2300.64 1490 NH CARD USED *SECNO 31335.000 1530 MANNINGS N VALUES FOR CHA/~EL COMPOSITED 3265 DIVIDED FLOW 3301 NV CHANGED ~ORE THAN H'VINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 31335.000 19.28 457.83 0.00 0.00 458.49 21300.0 0.0 11147.4 10152.6 0.0 1389.3 0.50 0.00 8.02 4.33 0.000 0.047 0.003020 377. 377. 344. 3 0 KPATIO = 0.35 0.66 0.29 0.16 461.00 2344.1 911.1 140.7 461.00 0.042 0.000 438.55 1053.68 0 0.00 1022.21 2171.32 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 48 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANH ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL ~CH XNH NTH ELMIN SSTA SLOPE XLOBL XLCH ' XLOBR ITRIAL IDC ICONT CORAR TOPWID ENI)ST CCHV= O. 500 CEHV= O. 700 *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHI4ENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32150.000 20.91 457.91 0.00 0.00 459.64 1.73 0.40 0.75 460.50 21300.0 0.0 20414.3 885.7 0.0 1894.0 393.9 923.2 143.6 460.00 0.51 0.00 10.78 2.25 0.000 0.035 0.055 0.000 437.00 3402.97 0.001862 160. 170. 180. 2 0 0 0.00 375.99 4498.93 1490 NH CARD USED *SECHO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED RORE THAlq HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ******** 3470 ENCROACH}{ENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32200.000 22.71 457.71 0.00 21300.0 0.0 19803.7 1496.3 0.51 0.00 13.44 6.49 0.001091 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 6260.0 TYPE= 1 TARGET= 3210.000 0.00 460.36 2.66 0.0 1473.1 230.7 0.000 0.015 0.021 2 0 0 0.07 0.65 461.50 925.5 143.9 461.50 0.000 435.00 3401.88 0.00 165.96 4401.23 Run Date: 15AUG94 Run Time: 13:01:32 BMVersion: 6.52 Data File: DCMODZ.hc2 Page 49 SEC~O DEI~fH CWSEL CRIWS WSELK EG ~{V ~L OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VC~ VROB Xl{L XNC~ X~ ~ ELMIN SSTA SLOPE XLOBL XLC~ XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3370 NOPd~AL BRID~E, NRD= 9 MIN ELTRD= 463.60 MAX ELLC= ******** 3470 ENCROAC~ME~ STATIONS= 3050.0 6260.0 TYPE= 1 TARGET: 3210.000 ELENCL= 470.00 ELENCR= 470.00 32230.000 22.91 457.91 0.00 0.00 460.46 2.55 0.05 0.05 461.50 21300.0 0.0 19764.4 1535.6 0.0 1497.8 240.1 927.4 144.1 461.50 0.51 0.00 13.20 6.40 0.000 0.015 0.021 0.000 435.00 3401.27 0.001045 50. 50. 50. 2 0 0 0.00 168.00 4401.57 CCBV= 0.100 CE~V= 0.300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 ~V C~ANGEDMORE Tf[AN NVINS 3470 ENCROAC[]ENT STATIONS= 3040.0 ELENCL= 470.00 ELE~CR= 470.00 32250.000 23.31 460.31 0.00 14900.0 116.9 11910.5 2872.5 0.51 0.72 5.45 1.41 0.000699 1. i. 1. 6180.0 TYPE= 1 TARGET= 3140.000 0.00 460.68 0.37 162.6 2186.4 2030.2 0.055 0.045 0.055 3 0 0 0.00 0.22 460.50 927.5 144.1 460.00 0.000 437.00 3040.00 0.00 1263.17 4673.93 1490 N~ CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE C7~ANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO: 0.50 32305.000 22.45 460.15 0.00 0.00 460.85 0.70 0.07 0.10 465.00 14900.0 0.0 11155.9 3744.1 0.0 1515.7 859.3 931.8 145.2 460.00 0.51 0.00 7.36 4.36 0.000 0.045 0.055 0.O00 437.70 2159.03 0.002771 55. 55. 55. 2 0 0 0.00 506.02 3361.31 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC Data File: DCMODZ.hc2 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XI{R W'i'N ELMIN SSTA ICONT CORAR TOPWID ENDST Page 5O 1490 14'8 CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WAP~NING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32725.000 23.04 461.24 0.00 0.00 461.35 14900.0 5098.8 6434.7 3366.5 2396.3 1935.7 0.56 2.13 3.32 1.28 0.060 0.045 0.000510 380. 420. 520. 2 0 1490 [] CARD USED *SEClqO 33145.000 1530 MANNINGS N VALUES FOR ~EL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 33145.000 23.04 461.44 0.00 0.00 14900.0 58.2 14841.8 0.0 70.0 0.59 0.83 3.85 0.00 0.055 0.001066 385. 420. 290. 2 EJ~3~TIO = 2.33 0.10 0.44 0.06 463.00 2625.6 979.7 159.8 461.00 0.055 0.000 438.20 1284.27 0 0.00 2160.90 3842.45 KRATIO = 0.69 460.64 ELREA= 463.00 461.67 0.23 0.28 0.04 460.64 3855.5 0.0 1027.2 170.3 463.00 0.054 0.000 0.000 438.40 1312.84 0 0 0.00 500.04 1943.72 1490 NH CARD USED *SECNO 33470.000 3265 DIVIDED FLOW 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 460.20 ELREA= 463.00 Run Date: 15AUG94 Run Time: 13:01:32 Rf57ersion: 6.52 Data File: DCMODZ.hc2 Page 51 SECNO DEPT~ CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB AC~ TIME ~B V~ ~OB ~ ~ SLOPE X~BL XL~ X~BR ITRIAL I~ NV HL OLOSS L-BANK ELEV AROB VOL TWA R-BABq{ ELEV Xhq~ WTN' ELMIN SSTA ICONT CORAR TOPWID ENDST 33470.000 22.72 461.72 0.00 0.00 14900.0 342.6 14557.4 0.0 271.4 0.61 1.26 4.71 0.00 0.055 0.001114 315. 325. 260. 2 1490 NR CAPd) USED *SECNO 34260.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 34260.000 23.74 462.54 O.00 0.00 14900.0 1.8 14898.2 O.0 3.6 0.68 0.49 3.18 0.OO 0.055 0.000592 830. 790. 250. 2 462.06 0.34 0.35 0.03 460.20 3089.8 0.0 1054.4 174.2 463.00 0.041 0.000 0.000 439.00 969.95 0 0 0.00 559.63 1588.61 461.20 ELREA= 464.00 462.70 0.16 0.63 0.02 461.20 4684.0 0.0 1127.5 184.8 464.00 0.045 0.000 0.000 438.80 862.70 0 0 0.00 596.93 1459.63 1490 N~ CARD USED *SECNO 34850.000 3301 ~V C~ANGED MORE ~ RVINS 3302 WARNING: CONVEYANCE C~NGE OUTSIDE OF ACCEPTABLE EANGE, KRATIO = 0.42 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 34850.000 23.25 462.55 0.00 0.00 14900.0 0.0 14900.0 0.0 0.0 0.70 0.00 8.59 0.00 0.000 0.003405 520. 590. 640. 2 1490 N~ CARD USED *SECNO 34950.000 3265 DIVIDED FLOW 464.30 ELREA= 465.00 463.69 1.15 0.70 0.30 464.30 1735.0 0.0 1171.0 190.0 465.00 0.045 0.000 0.000 439.30 1321.41 0 0 0.00 171.62 1493.03 3301 NV C~u~NGED MORE T~tAN NVINS Run Date: 15AUG94 Run Time: 13:01:32 MMVersion: 6.52 Data File: DCMODZ.hc2 Page 52 SECNO DEPT~ Q QLOB TIME VLOB SLOPE XLOBL CWSEL CRIWS WSELK EG QCH QROB ALOB ACH VC~ VROB X~L XLCH XLOBR ITRIAL IDC ~V HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WT~ ELMIN SSTA ICONT CORIR TOPWID ENDST 3302 WARNING: CONVEYANCE CfIANGE OUTSIDE OF ACCEPTABLE RANGE, 34950.000 24.35 463.65 0.00 0.00 463.98 14900.0 4468.2 10431.8 0.0 2662.8 1933.2 0.71 1.68 5.40 0.00 0.054 0.045 0.001329 1t0. 100. 90. 3 0 1490 NH CARD USED *SECNO 36970.000 3265 DIVIDED FLOW 36970.000 25.99 465.99 0.00 0.00 466.25 15600.0 11.7 9159.1 6429.2 24.3 1787.8 0.85 0.48 5.12 2.14 0.060 0.041 0.000970 2020. 2020. 2020. 3 0 1490 NH CARD USED *SECNO 38200.000 3265 DIVIDED FLOW KRATIO = 1.60 0.33 0.20 0.08 464.30 0.0 1178.5 192.3 465.00 0.000 0.000 439.30 -252.84 0 0.00 1692.14 1505.06 0.27 2.27 0.01 465.00 2999.3 1396.7 256.7 465.00 0.060 0.000 440.00 2850.74 0 0.00 1084.70 4010.93 3302 WARNING: CONVEYANCE C~GE OUTSIDE OF ACCEPTABLE RANGE, 38200.000 25.70 466.70 0.00 0.00 466.78 15600.0 2431.0 5967.0 7202.0 2179.0 2071.5 0.99 1.12 2.88 1.91 0.060 0.045 0.000268 1150. 1230. 950. 2 0 1490 NH CAi~D USED *SECNO 39290.000 39290.000 25.11 466.99 0.00 0.00 467.09 15600.0 1485.9 7264.1 6850.0 1239.4 2172.6 1.11 1.20 3.34 1.82 0.055 0.044 0.000295 980. 1090. 1110. 2 0 KRATIO = 1.90 0.08 0.51 0.02 467.40 3771.0 1554.1 284.2 462.00 0.055 0.000 441.00 1559.50 0 0.00 1222.51 2807.00 0.11 0.30 0.01 464.00 3770.7 1741.7 311.5 460.00 0.055 0.000 441.88 1158.06 0 0.00 1026.87 2184.93 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XI{L XI{CH XlqR ~ EL~IN SSTA SLOPE XLOBL XL~ XLOBR ITRIAL IDC ICONT CORAR TOPWID El{DST Page 53 1490 NH CARD USED *SECNO 39440.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARMING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 0.46 39440.000 24.71 466.71 0.00 0.00 467.36 0.64 0.10 0.16 464.00 15600.0 1348.3 12194.8 2056.9 670.6 1688.7 1168.8 1767.5 316.2 462.50 1.12 2.01 7.22 1.76 0.055 0.045 0.060 0.000 442.00 3774.17 0.001390 150. 150. 280. 2 0 0 0.00 848.09 4712.44 1490 [] CARD USED *SECNO 39490.000 3265 DIVIDED FLOW 39490.000 25.15 467.15 0.00 0.00 467.44 0.30 0.05 0.03 467.50 15600.0 1769.5 13759.8 70.7 827.0 2993.8 56.6 1771.8 317.0 468.50 1.13 2.14 4.60 1.25 0.045 0.045 0.045 0.000 442.00 3778.36 0.000803 50. 50. 50. 2 0 0 0.00 551.13 4642.76 1490 NH CkRD USED *SECNO 39540.000 3265 DIVIDED FLOW 39540.000 25.05 467.05 0.00 0.00 467.55 0.50 0.05 0.06 464.00 15400.0 1449.4 11280.1 2670.5 756.5 1725.6 1334.5 1776.2 317.8 462.50 1.13 1.92 6.54 2.00 0.055 0.045 0.050 0.000 442.00 3771.07 0.001107 50. 50. 50. 2 0 0 0.00 872.86 4716.24 1490 NH CARD USED *SECNO 40650.000 40650.000 28.20 468.20 0.00 0.00 468.43 0.23 0.85 0.03 464.80 10200.0 1078.7 6900.2 2221.1 1000.6 1508.8 1139.9 1868.4 338.7 457.80 1.21 1.08 4.57 1.95 0.060 0.045 0.045 0.000 440.00 4320.13 0.000520 1400. 1110. 800. 2 0 0 0.00 826.52 5146.65 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 54 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB AC~ AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XI{CH XlFR ~ ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID El{DST 1490 [] CAPd) USED *SECNO 48000.000 3265 DIVIDED FLOW 48000.000 25.09 470.69 0.00 0.00 470.78 0.09 2.33 0.01 457.00 9800.0 3511.7 4258.1 2030.2 2742.3 1261.6 2204.4 2458.3 462.3 466.50 2.00 1.28 3.38 0.92 0.055 0.045 0.060 0.000 445.60 1637.26 0.000297 5700. 7350. 2900. 3 0 0 0.00 1538.60 3198.12 1490 [] CARD USED *SECNO 51350.000 51350.000 25.50 472.00 0.00 0.00 472.08 0.08 1.30 0.00 470.30 9400.0 2838.2 6557.4 4.4 2487.3 2491.2 8.3 2912.7 585.0 470.20 2.44 1.14 2.63 0.52 0.055 0.045 0.058 0.000 446.50 3085.61 0.000495 3600. 3350. 3700. 2 0 0 0.00 1438.65 4524.26 1490 [] CARD USED *SECNO 53350.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.51 53350.000 24.57 472.57 0.00 0.00 472.68 0.12 0.59 0.01 456.00 9400.0 3181.5 6153.4 65.1 3321.7 1861.8 126.0 3125.3 655.6 467.00 2.65 0.96 3.30 0.52 0.050 0.045 0.058 0.000 448.00 2481.75 0.000217 1650. 2000. 1750. 2 0 0 0.00 2182.52 5956.85 1490 NH CARD USED *SECNO 55590.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 0.45 55590.000 20.85 473.25 0.00 0.00 473.67 0.42 0.90 0.09 470.00 9400.0 1865.8 7513.4 20.8 1764.2 1289.5 38.4 3327.3 739.3 472.00 2.78 1.06 5.83 0.54 0.060 0.045 0.060 0.000 452.40 2775.02 0.001067 2000. 2240. 2200. 2 0 0 0.00 1412.63 4441.00 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: D<~ODZ.hc2 Page 55 SECNO DEPTH C~SEL CRI{4S ~]SELK EG I{V HL OLOSS Q QLOB QCH QROB ALOB ACH ADB VOL TWA TIME VLOB VCH VROB XNL XlqCH X~R WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL ID< ICONT CORAR TOP,ID L-BA[] ELEV R-BANK ELEV SSTA El{DST 1490 [] CAP, I) USED *SECIqO 56940.000 3265 DIVIDED FLOW 56940.000 25.50 474.50 0.00 0.00 474.79 0.29 1.10 0.01 462.00 9400.0 2736.9 6635.6 27.5 2031.0 1311.4 51.6 3423.3 780.8 474.00 2.87 1.35 5.06 0.53 0.053 0.045 0.058 0.000 449.00 2329.63 0.000668 1250. 1350. 1250. 2 0 0 0.00 1465.27 4504.29 Run Date: 15AUG94 Run Time: 13:01:32 H]4Version: 6.52 Data File: DCMODZ.hc2 Page 56 T1 T2 T3 J1 J2 DENTON CREEK - PROPOSED ~NDITIONS - (K-I{: F.I.S. W/ LAKE PARK ADD.) DENTON CREEK - 500 YR DISC~{~RGE PROFILE FIS ICHECK 0 NPROF 15 DENTON CREEK, TEXAS FILE: DCPROP.DAT INQ NINV IDIR STRT METRIC HVINS Q 5 0 0 0 0 0 IPLOT PRFVS XSECV XSECH FN ALLDC IBW 0 -1 WSEL 0 455.89 CHNIM FQ ITRACE Run Date: 15AUG94 Run Time: 13:01:32 Hr{Version: 6.52 Data File: DC~4ODZ.hc2 Page 57 SECHO DEI~H CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH ~ VFllq ELI4IN SLOPE XLOB5 XLCH XLOBR ITRIAL IDC ICONT COPAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *PROF 4 CCHV= 0.100 CEHV= 0.300 *SECNO 25530.000 3280 CROSS SECTION 25530.00 EXTENDED 3470 ENCROACHMENT STATIONS= 2494.0 ELENCL= 470.00 ELENCR= 470.00 25530.000 21.49 455.89 0.00 36200.0 0.4 36199.6 0.0 0.00 0.58 10.12 0.00 0.001669 700. 700. 560. 2.09 FEET 2742.0 TYPE= 1 TARGET= 455.89 457.48 1.59 0.7 3577.1 0.0 0.055 0.035 0.000 0 0 0 248.000 0.00 0.00 455.33 0.0 0.0 470.00 0.000 434.40 2494.00 0.00 248.00 2742.00 *SECNO 25770.000 3301 B-V CHANGED {~DRE TI{AN HVINS 3470 ENCROACH}{ENT STATIONS= 2495.0 ELENCL= 470.00 ELENCR= 470.00 25770.000 22.25 456.85 0.00 36200.0 0.1 36199.9 0.0 0.01 0.25 7.95 0.00 0.000899 240. 240. 240. 1490 l~H CAW USED *SECNO 26830.000 3301 HV CHANGED MORE THAN HVINS 2780.0 TYPE= 1 TARGET= 0.00 457.83 0.98 0.3 4551.1 0.0 0.055 0.035 0.000 2 0 0 285.000 0.29 0.06 455.33 22.4 1.5 470.00 0.000 434.60 2495.00 0.00 285.00 2780.00 3470 ENCROACH}4ENT STATIONS= 2619.0 ELENCL= 470.00 ELENCR= 470.00 26830.000 22.01 458.31 0.00 36200.0 0.2 24509.6 11690.2 0.08 0.33 5.15 2.12 0.000580 1030. 1010. 960. 5200.0 TYPE= 1 TARGET= 0.00 458.61 0.30 0.6 4759.6 5513.3 0.055 0.032 0.055 2 0 0 2581.000 0.71 0.07 457.35 191.1 21.8 452.00 0.000 436.30 2619.00 0.00 1516.80 4135.80 Run Date: 15AUG94 Run Time: 13:01:32 ~{MVersion: 6.52 Data File: DCMODZ.hc2 Page 58 SECNO DEP~g~ CWSEL CRIWS WSELK EG ~V ItL OLOSS Q QLOB QCR QROB ALOB AC~ AROB VOL TWA TIME VLOB VC~ VROB XNL XNCR XNR WTN ELMIN SLOPE XLOBL XLCR XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 1490 NR CARD USED *SECNO 26880.000 1530 MANNINGS N VALUES FOR C~NNEL COMPOSITED 3265 DIVIDED FLOW 26880.000 22.35 458.55 0.00 0.00 458.77 0.22 0.16 0.01 461.50 36200.0 0.0 22982.0 13218.0 0.0 5403.2 4613.9 252.6 34.5 457.50 0.09 0.00 4.25 2.86 0.000 0.053 0.045 0.000 436.20 1023.80 0.001124 32. 50. 479. 2 0 0 0.00 1710.09 2752.21 1490 NR CARD USED *SECNO 27165.000 1530 MANNINGS N VALUES FOR CRANNEL COMPOSITED 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE C~u~NGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.94 27165.000 22.70 458.80 0.00 0.00 458.91 0.11 0.12 0.01 461.50 36200.0 0.0 7182.7 29017.3 0.0 3115.5 10673.4 315.7 42.9 459.00 0.11 0.00 2.31 2.72 0.000 0.053 0.040 0.000 436.10 995.80 0.000297 240. 284. 201. 2 0 0 0.00 1604.14 2655.44 1490 N~ CARD USED *SECNO 27449.000 1530 MANNINGS N VALUES FOR CRANNEL COMPOSITED 27449.000 23.28 458.88 0.00 0.00 458.97 0.09 36200.0 0.0 8413.5 27786.5 0.0 4910.8 10837.1 0.14 0.00 1.71 2.56 0.000 0.054 0.037 0.000201 240. 284. 248. 2 0 0 0.06 0.00 460.30 403.0 52.8 457.50 0.000 435.60 1019.62 0.00 1740.59 2760.21 1490 N~ CARD USED *SECNO 27748.000 1530 MANNINGS N VALUES FOR CR~3~NEL COMPOSITED 3265 DIVIDED FLOW 27748.000 23.73 458.93 0.00 0.00 459.03 0.09 0.05 0.00 460.00 36200.0 0.0 7106.9 29093.1 0.0 4455.2 11207.7 501.5 63.5 456.50 0.18 0.00 1.60 2.60 0.000 0.054 0.037 0.000 435.20 1075.26 0.000196 324. 299. 262. 2 0 0 0.00 1691.04 2788.60 Run Date: 15AUG94 Run Time: 13:01:32 ~R4Version: 6.52 Data File: D~ODZ.hc2 Page 59 SECNO DEI~lqt CWSEL CRIWS WSELK EG ~V ~L OLOSS Q QLOB QCH QROB ALOB ACE AROB VOL TWA TIME VLOB VCR VROB XNL ~ Xl{R WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 1490 NM CARD USED *SECNO 27992.000 1530 MANNINGS N VALUES FOR CH~G~NEL COMPOSITED 3265 DIVIDED FLOW 27992.000 23.39 458.99 0.00 0.00 459.09 0.09 0.06 0.00 460.00 36200.0 0.0 10869.3 25330.7 0.0 4904.5 10078.7 603.2 74.0 458.60 0.21 0.00 2.22 2.51 0.000 0.050 0.040 0.000 435.60 1045.06 0.000211 213. 244. 309. 0 0 0 0.00 1468.71 2610.91 1490 NH CARD USED *SECNO 28168.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 28168.000 22.44 459.04 0.00 0.00 459.12 0.09 0.04 0.00 460.00 36200.0 0.0 7734.3 28465.7 0.0 4371.2 11360.2 676.8 81.1 458.80 0.23 0.00 1.77 2.51 0.000 0.050 0.037 0.000 436.60 1024.87 0.000151 167. 176. 223. 0 0 0 0.00 1463.68 2490.58 1490 NH CARD USED *SECNO 28492.000 1530 MA/~NINGS N VALUES FOR CfIA~FNEL COMPOSITED 3265 DIVIDED FLOW 28492.000 22.78 459.08 0.00 0.00 459.18 0.10 0.05 0.00 36200.0 0.0 8009.2 28190.8 0.0 4291.0 10443.7 785.9 91.3 0.27 0.00 1.87 2.70 0.000 0.051 0.036 0.000 436.30 0.000172 406. 324. 307. 2 0 0 0.00 1372.92 460.00 459.20 1219.88 2594.76 1490 ~ CARD USED *SECNO 28720.000 1530 MANNINGS N VALUES FOR CMAI~NEL C~OSITED 3265 DIVIDED FLOW 28720.000 22.32 459.12 0.00 0.00 459.25 0.12 0.06 0.01 36200.0 0.0 9935.9 26264.1 0.0 4192.7 8786.1 882.7 100.4 0.30 0.00 2.37 2.99 0.000 0.047 0.037 0.000 436.80 0.000232 173. 228. 338. 0 0 0 0.00 1217.36 460.00 458.60 1284.53 2537.70 Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: DCMODZ.hc2 Page 60 SECNO DEPTI{ CWSEL CRIWS WSELK EG ~V ItL OLOSS L-BANK ELEV Q QLOB QC~ QROB ALOB ACIt AROB VOL TWA R-BANK ELEV TIME VLOB VC~ VROB ~ ~CIt XNR WT)I ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID E/fDST 1490 [] CARD USED *SECNO 28890.000 1530 MANNINGS N VALUES FOR C~EL COMPOSITED 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 0.0 2526.0 TYPE= 1 TARGET= 2525.999 28890.000 22.05 459.15 0.00 0.00 459.32 0.16 0.06 0.01 512.00 36200.0 0.0 11678.2 24521.8 0.0 3973.3 7290.7 934.4 105.5 460.00 0.32 0.00 2.94 3.36 0.000 0.051 0.040 0.000 437.10 1300.37 0.000435 153. 170. 194. 0 0 0 0.00 1172.57 2526.00 1490 [] CARD USED *SECNO 29124.000 1530 MANNINGS N VALUES FOR CI{A/fNEL COMPOSITED 29124.000 21.85 459.25 0.00 0.00 459.51 0.27 0.17 0.03 462.00 36200.0 0.0 20273.4 15926.6 0.0 4411.0 4537.3 1002.7 113.7 459.00 0.34 0.00 4.60 3.51 0.000 0.049 0.040 0.000 437.40 1275.19 0.000783 161. 234. 337. 1 0 0 0.00 1166.19 2441.38 1490 NI~ CARD USED *SECNO 29651.000 1530 MAI~INGS N VALUES FOR CItAdEL COMPOSITED 29651.000 21.59 459.65 0.00 0.00 459.81 0.16 0.29 0.01 462.00 36200.0 0.0 14812.2 21387.8 0.0 4661.3 6651.6 1109.4 127.6 457.40 0.38 O.00 3.18 3.22 0.000 0.050 0.041 0.000 438.06 1177.39 0.000498 600. 527. 404. 2 0 0 0.00 1597.87 2775.26 1490 NI{ CARD USED *SECNO 29831.000 1530 MANNINGS N VALUES FOR CIIAB~IEL COMPOSITED 3265 DIVIDED FLOW 29831.000 21.59 459.73 0.00 0.00 459.89 0.16 0.08 0.00 462.00 36200.0 0.0 13612.3 22587.7 0.0 4320.3 6865.0 1158.6 134.6 458.00 0.39 0.00 3.15 3.29 0.000 0.047 0.038 0.000 438.14 1156.07 0.000384 171. 180. 197. 2 0 0 O.00 1561.92 2769.93 Run Date: 15AUG94 Run Time: 13:01:32 t~4Version: 6.52 Data File: DCMODZ.hc2 Page 61 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB X_NL XNCH SLOPE XLOBL XLC~ XLOBR ITRIAL IDC NV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAN TOPWID ENDST 1490 NH CARD USED *SECNO 30027.000 1530 MANNINGS N VALUES FOR CHkNNEL COMPOSITED 3265 DIVIDED FLOW 3~02 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30027.000 21.52 459.75 0.00 0.00 460.11 36200.0 0.0 19570.1 16629.9 0.0 4217.3 0.41 0.00 4.64 4.94 0.000 0.052 0.001144 148. 196. 299. 2 0 KRATIO = 0.58 0.35 0.16 0.06 462.00 3367.9 1212.9 142.4 460.00 0.043 O.000 438.23 1136.99 0 0.00 965.40 2182.33 1490 NH CAPd) USED *SECNO 30384.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3265 DIVIDED FLOW 3280 CROSS SECTION 30384.00 EXTENDED 0.20 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30384.000 22.06 460.20 0.00 0.00 460.84 36200.0 0.0 26476.4 9723.6 0.0 3898.0 0.42 0.00 6.79 5.45 0.000 0.053 0.002880 371. 357. 410. 2 0 KRATIO = 0.63 0.65 0.65 0.09 462.00 1783.1 1270.4 151.2 460.00 0.052 0.000 438.14 1052.22 0 0.00 1011.48 2150.00 1490 NH CARD USED *SECNO 30604.000 1530 MANNINGS N VALUES FOR CHAI~EL COMPOSITED 3280 CROSS SECTION 30604.00 EXTEI{DED 0.01 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 30604.000 22.46 461.01 0.00 0.00 461.34 36200.0 0.0 20512.5 15687.5 0.0 3919.5 0.44 0.00 5.23 3.68 0.000 0.051 0.001263 269. 220. 319. 2 0 KRATIO = 1.51 0.33 0.47 0.03 461.00 4259.9 1312.3 159.2 461.00 0.050 0.000 438.55 1014.00 0 0.00 1381.00 2395.00 Run Date: 15AUG94 Run Time: 13:01:32 ~Version: 6.52 Data File: DCMODZ.hc2 Page 62 SECNO DEPTN CWSEL CRIWS WSELK EG Q QLOB QC~ QROB ALOB ACR TIME VLOB VC~ VROB XNL SLOPE XLOBL XLCH XLOBR ITRIAL IDC ~V RL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT COPAR TO, ID ENDST 1490 [] CARD USED *SECNO 30958.000 1530 MANNINGS N VALUES FOR CRANNEL COMPOSITED 3265 DIVIDED FLOW 3280 CROSS SECTION 30958.00 EXTENDED 0.41 FEET 3302 WARNING: CONVEYANCE CR~NGE OUTSIDE OF ACCEPTABLE RANGE, 30958.000 22.86 461.41 0.00 0.00 461.55 36200.0 0.0 4713.6 31486.4 0.0 2156.0 0.47 0.00 2.19 3.09 0.000 0.055 0.000337 303. 354. 302. 2 0 KRATIO = 1.94 0.14 0.19 0.02 461.00 10204.7 1387.1 169.2 462.00 0.042 0.000 438.55 1048.00 0 0.00 1421.05 2504.00 1490 [] CARD USED *SECNO 31335.000 1530 MANNINGS N VALUES FOR CItANNEL COMPOSITED 3280 CROSS SECTION 31335.00 EXTENDED 0.47 FEET 3302 WARNING: CONVEYANCE C~ANGE OUTSIDE OF ACCEPTABLE RANGE, 31335.000 22.92 461.47 0.00 0.00 461.82 36200.0 0.0 10525.4 25674.6 0.0 1932.7 0.49 0.00 5.45 4.44 0.000 0.049 0.001321 377. 377. 344. 2 0 CCNV= 0.500 CE]tV= 0.700 *SECNO 32150.000 3265 DIVIDED FLOW 3301 ~ CRANGED MORE T~AN ~VINS KRATIO = 0.51 0.35 0.21 0.06 461.00 5787.5 1467.9 179.5 461.00 0.042 0.000 438.55 1037.00 0 0.00 1156.00 2193.00 3470 ENCROACHMENT STATIONS= 3040.0 ELENCL= 470.00 ELENCR= 470.00 32150.000 24.35 461.35 459.95 36200.0 682.2 27272.6 8245.2 0.49 1.61 11.77 2.51 0.001832 160. 170. 180. 6180.0 TYPE= 1 TARGET= 3140.000 0.00 463.00 1.64 423.5 2316.7 3291.2 0.055 0.035 0.055 4 5 0 0.27 0.91 460.50 1495.8 186.1 460.00 0.000 437.00 3040.00 0.00 2053.18 5141.66 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 63 SECI{O DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL Xl{C~ Xt{R WTlq ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BA~ ELEV R-BANK ELEV SSTA El{DST 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVIl{S 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD=- 3470 ENCROACHMEl{T STATIOl{S= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32200.000 25.56 460.56 0.00 36200.0 0.5 32832.3 3367.2 0.49 0.47 17.83 8.89 0.001751 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 463.60 }{AX ELLC= 6260.0 TYPE= 1 TARGET= 3210.000 0.00 465.15 4.59 1.0 1841.5 378.9 0.055 0.015 0.022 2 0 0 0.09 2.06 461.50 1500.5 187.4 461.50 0.000 435.00 3380.89 0.00 202.51 4406.05 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 Mil{ ELTRD= 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32230.000 28.79 463.79 459.20 36200.0 1024.6 29655.7 5519.6 0.50 1.77 13.56 8.08 0.001723 50. 50. 50. 463.60 MAX ELLC= ****~*** 6260.0 TYPE= 1 TARGET= 3210.000 0.00 466.28 2.50 578.1 2186.8 683.0 0.055 0.015 0.023 24 16 0 0.09 1.05 461.50 1503.7 187.9 461.50 0.000 435.00 3050.00 -133.24 823.63 4958.63 CCHV= 0.100 CEHV= 0.300 *SECNO 32250.000 Run Date: 15AUG94 Run Time: 13:01:32 ~]4Version: 6.52 Data File: DCMODZ.hc2 Page 64 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH X~ WTN EIRIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3301 HV CHARGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.64 3470 ENCROACHMENT STATIONS= 3040.0 ELENCL= 470.00 ELENCR= 470.00 32250.000 29.42 466.42 0.00 36200.0 3208.7 11661.9 21329.4 0.50 1.43 3.95 1.50 0.000247 1. 1. 1. 6180.0 TYPE= 1 TARGET= 3140.000 0.00 466.52 0.10 0.00 0.24 460.50 2245.3 2949.9 14245.9 1504.0 188.0 460.00 0.055 0.045 0.055 0.000 437.00 3040.00 3 0 0 0.00 2913.10 5953.10 1490 NH CARD USED *SECNO 32305.000 32305.000 28.75 466.45 0.00 0.00 466.54 0.09 0.02 0.00 465.00 36200.0 6537.4 9848.2 19814.4 5090.6 2727.7 9986.8 1527.5 192.3 460.00 0.50 1.28 3.61 1.98 0.055 0.045 0.054 0.000 437.70 96.99 0.000425 55. 55. 55. 2 0 0 0.00 3881.69 3978.68 1490 NH CARD USED *SECNO 32725.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.44 1490 NH CARD USED *SECNO 33145.000 1530 MANNINGS N VALUES FOR CHABq~EL COMPOSITED 33145.000 28.30 466.70 0.00 0.00 466.78 0.07 0.09 0.01 460.64 36200.0 2823.7 17268.6 16107.7 3025.1 6666.5 9547.7 1906.7 262.3 463.00 0.62 0.93 2.59 1.69 0.051 0.054 0.055 0.000 438.40 -175.00 0.000347 385. 420. 290. 2 0 0 0.00 3714.41 3539.41 32725.000 28.42 466.62 0.00 0.00 466.68 0.05 0.13 0.00 463.00 36200.0 11293.1 8432.6 16474.2 8001.8 3055.2 11532.4 1741.0 232.0 461.00 0.58 1.41 2.76 1.43 0.058 0.045 0.055 0.000 438.20 0.00 0.000206 380. 420. 520. 2 0 0 0.00 3912.75 3912.75 Run Date: 15AUG94 Run Time: 13:01:32 ~l~Version: 6.52 Data File: DCMODZ.hc2 Page 65 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QC~ QROB ALOB ACH TI~E VLOB VC~ VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC NV ~ OLOSS L-BA~K ELEV AROB VOL TWA R-BANK ELEV Xl{R ~ EI~IN SSTA ICONT CORAR TOPWID ENDST 1490 ~ CARD USED *SECNO 33470.000 3280 CROSS SECTION 33470.00 EXTENDED 0.79 FEET 33470.000 27.78 466.78 0.00 0.00 466.90 36200.0 3508.4 18165.4 14526.1 2858.7 5438.2 0.66 1.23 3.34 2.12 0.055 0.045 0.000395 315. 325. 260. 0 0 1490 NI{ C~PJ) USED *SECNO 34260.000 3280 CROSS SECTION 34260.00 EXTENDED 1.04 FEET 34260.000 28.24 467.04 0.00 0.00 467.26 36200.0 2023.6 30356.6 3819.8 1798.0 7567.0 0.70 1.13 4.01 2.16 0.055 0.048 0.000651 830. 790. 250. 2 0 34850.00 EXTENDED 2.41 FEET 1490 NIt CARD USED *SECNO 34850.000 3280 CROSS SECTION 0.12 0.11 0.01 460.20 6840.6 2022.1 283.5 463.00 0.055 0.000 439.00 0.00 0 0.00 2537.00 2537.00 0.22 0.33 0.03 461.20 1765.1 2209.1 316.3 464.00 0.055 0.000 438.80 0.00 0 0.00 1845.00 1845.00 3302 WARNING: CONVEYANCE CI{ANGE OUTSIDE OF ACCEPTABLE RANGE, 34850.000 28.11 467.41 0.00 0.00 467.92 36200.0 16239.1 19702.1 258.7 5226.9 2712.3 0.73 3.11 7.26 2.19 0.055 0.045 0.001730 520. 590. 640. 2 0 KRATIO = 0.61 0.51 0.58 0.09 464.30 117.9 2334.4 338.0 465.00 0.051 0.000 439.30 0.00 0 0.00 1575.00 1575.00 1490 NI{ CARD USED *SECNO 34950.000 3280 CROSS SECTION 34950.00 EXTENDED 0.89 FEET 3302 WARNING: CONVEYANCE CTiANGE OUTSIDE OF ACCEPTABLE RANGE, 34950.000 28.59 467.89 0.00 0.00 468.06 36200.0 22931.0 13131.3 137.6 9706.9 2812.9 0.74 2.36 4.67 1.18 0.054 0.045 0.000681 110. 100. 90. 2 0 KRATIO = 1.59 0.18 0.11 0.03 464.30 116.2 2359.9 342.3 465.00 0.055 0.000 439.30 -380.00 0 0.00 1955.00 1575.00 Run Date: 15AUG94 Run Time: 13:01:32 ~Ruersion: 6.52 Data File: DCMODZ.hc2 SECNO DEPT~ CWSEL CRIWS WSELK EG RU HL OLOSS L-BANK ELEV Q QLOB QCR QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VC~ V~OB XNL XNC~ XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL ID~ ICONT CORAR TOPWID ENDST Page 66 1490 N~ CARD USED *SECNO 36970.000 36970.000 29.47 469.47 0.00 0.00 469.78 0.31 1.68 0.04 465.00 36200.0 2730.8 14434.7 19034.5 1602.4 2345.1 6343.1 2891.5 427.1 465.00 0.88 1.70 6.16 3.00 0.060 0.043 0.059 0.000 440.00 2340.79 0.001038 2020. 2020. 2020. 2 0 0 0.00 1699.47 4040.26 1490 NRCARD USED *SECNO 38200.000 3302 WARNING: CONVEYANCE CRANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 38200.000 29.32 470.32 0.00 0.00 470.47 0.15 0.67 0.02 467.40 36200.0 8713.9 10999.8 16486.3 4568.7 2683.4 5780.5 3176.1 466.0 462.00 0.98 1.91 4.10 2.85 0.060 0.045 0.055 0.000 441.00 1342.39 0.000415 1150. 1230. 950. 2 0 0 0.00 1500.81 2843.20 1490 NR CARD USED *SECNO 39290.000 39290.000 28.87 470.75 0.00 0.00 470.96 0.21 0.47 0.02 464.00 36200.0 6204.2 13188.3 16807.4 2846.3 2737.5 5731.0 3474.0 498.0 460.00 1.06 2.18 4.82 2.93 0.054 0.044 0.055 0.000 441.88 1054.94 0.000464 980. 1090. 1110. 2 0 0 0.00 1160.12 2215.06 1490 N~ CARD USED *SEC~O 39440.000 3301 RU C~3~NGED MORE 7qIAN RUINS 3302 WARNING: CONVEYANCE CRANGE OUTSIDE OF ACCEPTABLE RANGE, K_RATIO = 0.53 39440.000 28.53 470.53 0.00 0.00 471.28 36200.0 6375.9 19091.2 10732.9 1742.8 2108.0 1.07 3.66 9.06 3.23 0.055 0.045 0.001627 150. 150. 280. 2 0 1490 N~ CAPd) USED 0.76 0.16 0.17 464.00 3326.1 3519.4 503.5 462.50 0.060 0.000 442.00 3738.98 0 0.00 1016.66 4755.64 Run Date: 15AUG94 Run Time: 13:01:32 Hl4Version: 6.52 Data File: DCMODZ.hc2 Page 68 SEC'NO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL PCB SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV HL O~SS L-BANI< ELEV AROB VOL TWA R-BANK ELEV XlqR WTN ELI4IN SSTA ICONT COP, AR TOPWID ENDST 1490 NH CAP/) USED *SECNO 53350.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 53350.000 29.88 477.88 0.00 0.00 477.93 36200.0 26111.5 8040.6 2047.9 21017.0 2392.7 2.39 1.24 3.36 0.98 0.051 0.045 0.000161 1650. 2000. 1750. 2 0 KRATIO = 1.46 0.06 0.40 0.00 456.00 2087.1 7102.1 976.7 467.00 0.058 0.000 448.00 1868.72 0 0.00 4228.81 6097.53 1490 NH CARD USED *SECNO 55590.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 55590.000 25.99 478.39 0.00 0.00 478.62 36200.0 24045.6 10901.4 1253.0 10695.3 1752.0 2.56 2.25 6.22 2.09 0.060 0.045 0.000808 2000. 2240. 2200. 2 0 KRATIO = 0.45 0.24 0.64 0.05 470.00 599.5 8004.5 1128.4 472.00 0.060 0.000 452.40 2161.09 0 0.00 2300.47 4461.56 1490 [] CARD USED *SECNO 56940.000 56940.000 30.30 479.30 0.00 0.00 479.47 36200.0 25403.6 9138.1 1658.3 12080.1 1695.1 2.68 2.10 5.39 1.63 0.052 0.045 0.000538 1250. 1350. 1250. 2 0 0.16 0.83 0.01 462.00 1018.4 8407.9 1198.7 474.00 0.058 0.000 449.00 2062.28 0 0.00 2585.61 4647.88 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 69 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* THIS RUN EXECUTED 15AUG94 13:05:29 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID QLOB 25530.000 451.01 25530.000 452.29 25530.000 453.52 25530.000 455.89 0.00 451.44 216.69 0.00 452.99 226.37 0.00 454.25 235.67 0.00 457.48 248.00 25770.000 451.29 25770.000 452.74 25770.000 453.97 25770.000 456.85 0.00 451.57 253.17 0.00 453.18 263.69 0.00 454.44 272.69 0.00 457.83 285.00 26830.000 451.71 26830.000 453.40 26830.000 454.69 26830.000 458.31 0.00 452.16 256.77 0.00 453.94 1104.81 0.00 455.09 1199.25 0.00 458.61 1516.80 26880.000 451.88 26880.000 453.51 26880.000 454.71 26880.000 458.55 0.00 452.21 292.57 0.00 454.00 322.64 0.00 455.17 1173.21 0.00 458.77 1710.09 27165.000 452.17 27165.000 454.03 27165.000 455.24 * 27165.000 458.80 0.00 452.40 1255.42 0.00 454.19 1362.34 0.00 455.35 1418.55 0.00 458.91 1604.14 27449.000 452.45 27449.000 454.21 27449.000 455.35 27449.000 458.88 0.00 452.54 1170.49 0.00 454.29 1417.15 0.00 455.43 1551.59 0.00 458.97 1740.59 27748.000 452.55 27748.000 454.29 27748.000 455.42 27748.000 458.93 0.00 452.62 1345.54 0.00 454.37 1404.20 0.00 455.49 1445.81 0.00 459.03 1691.04 QCH QROB PERENC STENCL STCHL STCHR STENCR 0.00 12800.00 0.00 18200.00 0.00 20600.00 0.39 36199.61 0.00 248.00 2494.00 2495.20 2742.67 2742.00 0.00 248.00 2494.00 2495.20 2742.67 2742.00 0.00 248.00 2494.00 2495.20 2742.67 2742.00 0.00 248.00 2494.00 2495.20 2742.67 2742.00 0.00 12800.00 0.00 18200.00 0.00 20600.00 0.08 36199.93 0.00 285.00 2495.00 2495.20 2780.00 2780.00 0.00 285.00 2495.00 2495.20 2780.00 2780.00 0.00 285.00 2495.00 2495.20 2780.00 2780.00 0.00 285.00 2495.00 2495.20 2780.00 2780.00 0.00 13300.00 0.00 2581.00 2619.00 2619.58 3100.00 5200.00 0.00 17809.16 1090.84 2581.00 2619.00 2619.58 3100.00 5200.00 0.00 18285.60 3014.40 2581.00 2619.00 2619.58 3100.00 5200.00 0.18 24509.63 11690.19 2581.00 2619.00 2619.58 3100.00 5200.00 0.00 13300.00 0.00 0.00 0.00 18900.00 0.00 0.00 0.00 20894.04 405.96 0.00 0.00 22981.99 13218.01 0.00 0.00 1012.00 1585.00 0.00 0.00 1012.00 1585.00 0.00 0.00 1012.00 1585.00 0.00 0.00 1012.00 1585.00 0.00 0.00 7998.49 5301.51 0.00 0.00 8509.23 10390.77 0.00 0.00 7005.48 14294.52 0.00 0.00 7182.69 29017.30 0.00 0.00 985.00 1308.00 0.00 0.00 985.00 1308.00 0.00 0.00 985.00 1308.00 0.00 0.00 985.00 1308.00 0.00 0.00 6346.40 6953.60 0.00 0.00 7298.35 11601.65 0.00 0.00 6474.64 14825.36 0.00 0.00 8413.46 27786.54 0.00 0.00 1014.00 1534.00 0.00 0.00 1014.00 1534.00 0.00 0.00 1014.00 1534.00 0.00 0.00 1014.00 1534.00 0.00 0.00 5983.33 7316.67 0.00 0.00 6833.15 12066.85 0.00 0.00 6740.86 14559.14 0.00 0.00 7106.93 29093.07 0.00 0.00 1071.00 1606.00 0.00 0.00 1071.00 1606.00 0.00 0.00 1071.00 1606.00 0.00 0.00 1071.00 1606.00 0.00 Run Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 70 SECNO CWSEL DIFKWS EG TOPWlD 27992.000 452.61 27992.000 454.35 27992.000 455.48 27992.000 458.99 28168.000 452.69 28168.000 454.42 28168.000 455.53 28168.000 459.04 28492.000 452.74 28492.000 454.47 28492.000 455.57 28492.000 459.08 28720.000 452.80 28720.000 454.52 28720.000 455.62 28720.000 459.12 * 28890.000 452.80 * 28890.000 454.55 * 28890.000 455.65 28890.000 459.15 29124.000 452.85 29124.000 454.53 29124.000 455.70 29124.000 459.25 29651.000 453.50 29651.000 455.22 29651.000 456.24 29651.000 459.65 29831.000 453.65 29831.000 455.34 29831.000 456.33 29831.000 459.73 0.00 452.70 1257.10 0.00 454.44 1310.22 0.00 455.55 1344.42 0.00 459.09 1468.71 0.00 452.74 1210.32 0.00 454.48 1269.55 0.00 455.59 1313.08 0.00 459.12 1463.68 0.00 452.80 1114.02 0.00 454.54 1177.01 0.00 455.64 1220.21 0.00 459.18 1372.92 0.00 452.88 1024.32 0.00 454.61 1064.62 0.00 455.71 1095.73 0.00 459.25 1217.36 0.00 452.99 1019.57 0.00 454.71 1049.40 0.00 455.78 1077.65 0.00 459.32 1172.57 0.00 453.27 540.02 0.00 455.00 945.77 0.00 456.03 984.06 0.00 459.51 1166.19 0.00 453.67 841.65 0.00 455.39 942.76 0.00 456.39 1020.00 0.00 459.81 1597.87 0.00 453.77 727.21 0.00 455.49 825.86 0.00 456.48 857.57 0.00 459.89 1561.92 * 30027.000 453.68 0.00 453.95 555.16 * 30027.000 455.38 0.00 455.69 627.76 * 30027.000 456.38 0.00 456.67 680.98 * 30027.000 459.75 0.00 460.11 965.40 30384.000 453.95 30384.000 455.78 30384.000 456.74 * 30384.000 460.20 0.00 454.42 325.16 0.00 456.35 384.19 0.00 457.32 429.26 0.00 460.84 1011.48 QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 0.00 7984.99 5315.01 0.00 0.00 9578.19 9321.81 0.00 0.00 8458.92 12841.08 0.00 0.00 10869.34 25330.66 0.00 0.00 1041.00 1543.00 0.00 0.00 1041.00 1543.00 0.00 0.00 1041.00 1543.00 0.00 0.00 1041.00 1543.00 0.00 0.00 4904.60 8395.40 0.00 0.00 5856.45 13043.55 0.00 0.00 5923.54 15376.46 0.00 0.00 7734.27 28465.73 0.00 0.00 1021.00 1419.00 0.00 0.00 1021.00 1419.00 0.00 0.00 1021.00 1419.00 0.00 0.00 1021.00 1419.00 0.00 0.00 5006.55 8293.45 0.00 0.00 6019.54 12880.46 0.00 0.00 6096.39 15203.61 0.00 0.00 8009.23 28190.77 0.00 0.00 1215.00 1605.00 0.00 0.00 1215.00 1605.00 0.00 0.00 1215.00 1605.00 0.00 0.00 1215.00 1605.00 0.00 0.00 5911.16 7388.84 0.00 0.00 7147.71 11752.29 0.00 0.00 7338.39 13961.61 0.00 0.00 9935.91 26264.09 0.00 0.00 1280.00 1689.00 0.00 0.00 1280.00 1689.00 0.00 0.00 1280.00 1689.00 0.00 0.00 1280.00 1689.00 0.00 0.00 8561.37 4738.63 2526.00 0.00 9547.67 9352.33 2526.00 0.00 9353.65 11946.35 2526.00 0.00 11678.24 24521.76 2526.00 0.00 1289.00 1696.00 2526.00 0.00 1289.00 1696.00 2526.00 0.00 1289.00 1696.00 2526.00 0.00 1289.00 1696.00 2526.00 0.00 13045.19 254.81 0.00 0.00 16893.40 2006.60 0.00 0.00 16547.19 4752.81 0.00 0.00 20273.36 15926.64 0.00 0.00 1264.00 1620.00 0.00 0.00 1264.00 1620.00 0.00 0.00 1264.00 1620.00 0.00 0.00 1264.00 1620.00 0.00 0.00 9521.14 3778.86 0.00 0.00 11421.57 7478.44 0.00 0.00 11744.22 9555.78 0.00 0.00 14812.16 21387.84 0.00 0.00 1168.00 1615.00 0.00 0.00 1168.00 1615.00 0.00 0.00 1168.00 1615.00 0.00 0.00 1168.00 1615.00 0.00 0.00 7498.20 5801.80 0.00 0.00 9442.72 9457.28 0.00 0.00 10000.05 11299.95 0.00 0.00 13612.30 22587.70 0.00 0.00 1147.00 1570.00 0.00 0.00 1147.00 1570.00 0.00 0.00 1147.00 1570.00 0.00 0.00 1147.00 1570.00 0.00 0.00 10268.69 3031.31 0.00 0.00 12971.14 5928.86 0.00 0.00 13549.02 7750.98 0.00 0.00 19570.11 16629.89 0.00 0.00 1128.00 1525.00 0.00 0.00 1128.00 1525.00 0.00 0.00 1128.00 1525.00 0.00 0.00 1128.00 1525.00 0.00 0.00 11557.92 1742.08 0.00 0.00 15413.09 3486.91 0.00 0.00 17098.64 4201.36 0.00 0.00 26476.39 9723.60 0.00 0.00 1045.00 1447.00 0.00 0.00 1045.00 1447.00 0.00 0.00 1045.00 1447.00 0.00 0.00 1045.00 1447.00 0.00 Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: DCMODZ.hc2 Page 71 SECNO CWSEL DIFKWS EG TOPWID QLOB QCR QROB PERENC STENCL STC~L STC~R STENCR 30604.000 454.33 30604.000 456.44 30604.000 457.42 * 30604.000 461.01 0.00 454.78 447.02 0.00 456.87 721.55 0.00 457.80 825.02 0.00 461.34 1381.00 0.00 11002.26 2297.74 0.00 0.00 14003.59 4896.41 0.00 0.00 14980.47 6319.53 0.00 0.00 20512.48 15687.52 0.00 0.00 1014.00 1350.00 0.00 0.00 1014.00 1350.00 0.00 0.00 1014.00 1350.00 0.00 0.00 1014.00 1350.00 0.00 * 30958.000 454.95 * 30958.000 457.03 * 30958.000 457.93 * 30958.000 461.41 0.00 455.08 831.58 0.00 457.14 1035.29 0.00 458.04 1140.63 0.00 461.55 1421.05 0.00 3826.59 9473.41 0.00 0.00 3454.15 15445.85 0.00 0.00 3542.99 17757.01 0.00 0.00 4713.60 31486.40 0.00 0.00 1048.00 1285.00 0.00 0.00 1048.00 1285.00 0.00 0.00 1048.00 1285.00 0.00 0.00 1048.00 1285.00 0.00 * 31335.000 454.23 * 31335.000 456.64 * 31335.000 457.83 * 31335.000 461.47 0.00 456.41 332.36 0.00 457.81 953.24 0.00 458.49 1022.21 0.00 461.82 1156.00 0.00 11723.24 1576.76 0.00 0.00 12454.94 6445.06 0.00 0.00 11147.37 10152.63 0.00 0.00 10525.38 25674.62 0.00 0.00 1037.00 1204.00 0.00 0.00 1037.00 1204.00 0.00 0.00 1037.00 1204.00 0.00 0.00 1037.00 1204.00 0.00 * 32150.000 456.60 * 32150.000 456.99 32150.000 457.91 32150.000 461.35 0.00 457.45 242.69 0.00 13029.12 270.88 3140.00 3040.00 3400.00 3525.00 6180.00 0.00 458.60 253.67 0.00 18413.92 486.08 3140.00 3040.00 3400.00 3525.00 6180.00 0.00 459.64 375.99 0.00 20414.29 885.70 3140.00 3040.00 3400.00 3525.00 6180.00 0.00 463.00 2053.18 682.16 27272.62 8245.22 3140.00 3040.00 3400.00 3525.00 6180.00 32200.000 456.50 32200.000 456.80 32200.000 457.71 32200.000 460.56 0.00 457.80 153.82 0.00 459.29 156.84 0.00 460.36 165.96 0.00 465.15 202.51 0.00 12521.37 778.63 3210.00 3050.00 3390.50 3539.50 6260.00 0.00 17736.25 1163.75 3210.00 3050.00 3390.50 3539.50 6260.00 0.00 19803.74 1496.26 3210.00 3050.00 3390.50 3539.50 6260.00 0.49 32832.32 3367.19 3210.00 3050.00 3390.50 3539.50 6260.00 32230.000 456.54 32230.000 456.98 32230.000 457.91 * 32230.000 463.79 0.00 457.84 154.20 0.00 12516.32 783.68 3210.00 3050.00 3390.50 3539.50 6260.00 0.00 459.38 158.65 0.00 17702.58 1197.42 3210.00 3050.00 3390.50 3539.50 6260.00 0.00 460.46 168.00 0.00 19764.42 1535.58 3210.00 3050.00 3390.50 3539.50 6260.00 0.00 466.28 823.63 1024.61 29655.74 5519.65 3210.00 3050.00 3390.50 3539.50 6260.00 * 32250.000 457.58 32250.000 459.11 32250.000 460.31 * 32250.000 466.42 0.00 457.93 290.55 0.00 8978.24 421.76 3140.00 3040.00 3400.00 3525.00 6180.00 0.00 459.58 951.58 1.17 11814.65 1384.18 3140.00 3040.00 3400.00 3525.00 6180.00 0.00 460.68 1263.17 116.95 11910.53 2872.52 3140.00 3040.00 3400.00 3525.00 6180.00 0.00 466.52 2913.10 3208.71 11661.86 21329.44 3140.00 3040.00 3400.00 3525.00 6180.00 * 32305.000 457.39 * 32305.000 458.94 * 32305.000 460.15 32305.000 466.45 0.00 458.11 264.81 0.00 7956.56 1443.44 0.00 0.00 459.77 320.89 0.00 10433.99 2766.O1 0.00 0.00 460.85 506.02 0.00 11155.87 3744.13 0.00 O.00 466.54 3881.69 6537.39 9848.21 19814.40 O.00 0.00 2110.00 2325.00 0.00 0.00 2110.OO 2325.00 0.00 0.00 2110.00 2325.00 0.00 0.00 2110.00 2325.00 0.00 * 32725.000 458.54 * 32725.000 460.23 * 32725.000 461.24 * 32725.000 466.62 0.00 458.71 721.03 2964.92 5760.13 674.95 0.00 0.00 460.37 1427.19 4534.07 6673.99 1991.94 0.00 0.00 461.35 2160.90 5098.79 6434.68 3366.53 0.00 0.00 466.68 3912.75 11293.13 8432.64 16474.23 0.00 0.00 1940.00 2150.00 0.00 0.00 1940.00 2150.00 0.00 0.00 1940.00 2150.00 0.00 0.00 1940.00 2150.00 0.00 33145.000 458.88 33145.000 460.51 * 33145.000 461.44 33145.000 466.70 0.00 459.05 372.01 0.00 9400.00 0.00 0.00 0.00 460.74 401.68 0.00 13200.00 0.00 0.00 0.00 461.67 500.04 58.17 14841.83 0.00 0.00 0.00 466.78 3714.41 2823.72 17268.61 16107.67 0.00 0.00 1390.00 1960.00 0.00 0.00 1390.00 1960.00 0.00 0.00 1390.00 1960.00 0.00 0.00 1390.00 1960.00 0.00 Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: DCMODZ.hc2 Page 72 SECNO CWSEL DIFKWS EG TOPWID QLOB QCR QROB 33470.000 459.10 33470.000 460.79 33470.000 461.72 33470.000 466.78 PEREI{C STENCL STCTtL STC~R STE~CR 34260.000 459.83 34260.000 461.66 34260.000 462.54 34260.000 467.04 0.00 459.38 296.32 0.00 9400.00 0.00 0.00 0.00 461.14 517.61 86.56 13113.44 0.00 0.00 0.00 462.06 559.63 342.60 14557.40 0.00 0.00 0.00 466.90 2537.00 3508.45 18165.44 14526.11 0.00 * 34850.000 459.99 * 34850.000 461.74 * 34850.000 462.55 * 34850.000 467.41 0.00 459.95 420.45 0.00 9400.00 0.00 0.00 0.00 461.81 568.51 0.10 13199.90 0.00 0.00 0.00 462.70 596.93 1.75 14898.25 0.00 0.00 0.00 467.26 1845.00 2023.57 30356.65 3819.77 0.00 34950.000 460.24 34950.000 462.50 * 34950.000 463.65 * 34950.000 467.89 0.00 460.74 126.95 0.00 9400.00 0.00 0.00 0.00 462.79 157.48 0.00 13200.00 0.00 0.00 0.00 463.69 171.62 0.00 14900.00 0.00 0.00 0.00 467.92 1575.00 16239.14 19702.14 258.72 0.00 * 36970.000 463.67 * 36970.000 465.53 36970.000 465.99 36970.000 469.47 0.00 460.95 131.15 0.00 9400.00 0.00 0.00 0.00 463.09 1169.57 1824.39 11375.61 0.00 0.00 0.00 463.98 1692.14 4468.18 10431.83 0.00 0.00 0.00 468.06 1955.00 22931.04 13131.34 137.62 0.00 * 38200.000 464.50 * 38200.000 466.21 * 38200.000 466.70 * 38200.000 470.32 0.00 464.00 700.09 0.00 7486.13 2513.87 0.00 0.00 465.78 990.71 2.17 8486.57 5311.26 0.00 0.00 466.25 1084.70 11.67 9159.14 6429.19 0.00 0.00 469.78 1699.47 2730.77 14434.71 19034.53 0.00 39290.000 464.79 39290.000 466.48 39290.000 466.99 39290.000 470.75 0.00 464.57 1123.52 834.49 4695.64 4469.87 0.00 0.O0 466.28 1192.65 1937.92 5560.61 6301.47 0.00 0.00 466.78 1222.51 2431.00 5966.95 7202.04 0.00 0.00 470.47 1500.81 8713.90 10999.76 16486.34 0.00 * 39440.000 464.50 * 39440.000 466.21 * 39440.000 466.71 * 39440.000 470.53 0.00 464.88 931.59 462.23 5607.71 3930.06 0.00 0.00 466.58 1002.83 1157.26 6686.67 5956.06 0.00 0.00 467.09 1026.87 1485.87 7264.15 6849.98 0.00 0.O0 470.96 1160.12 6204.24 13188.32 16807.45 0.00 * 39490.000 465.01 39490.000 466.65 39490.000 467.15 39490.000 470.72 0.00 465.15 596.15 155.21 9563.38 281.41 0.00 0.00 466.83 801.21 962.62 11368.71 1468.68 0.00 0.00 467.36 848.09 1348.34 12194.76 2056.90 0.00 0.00 471.28 1016.66 6375.95 19091.20 10732.86 0.00 39540.000 464.83 39540.000 466.53 39540.000 467.05 39540.000 470.84 0.00 465.24 476.54 365.33 9631.56 3.10 0.00 O.O0 466.92 533.82 1320.61 12436.48 42.91 0.00 0.00 467.44 551.13 1769.53 13759.77 70.71 0.00 0.00 471.37 657.74 7601.99 27843.59 754.41 0.00 0.00 465.38 645.84 234.28 9179.32 486.40 0.00 0.00 467.03 834.47 1076.23 10659.82 1963.95 0.00 0.00 467.55 872.86 1449.45 11280.07 2670.48 0.00 0.00 471.44 1023.03 6174.69 17510.37 12514.94 0.00 0.00 1135.00 1603.00 0.00 0.00 1135.00 1603.00 0.00 0.00 1135.00 1603.00 0.00 0.00 1135.00 1603.00 0.00 0.00 868.00 1520.00 0.00 0.00 868.00 1520.00 0.00 0.00 868.00 1520.00 0.00 0.00 868.00 1520.00 0.00 0.00 1310.00 1520.00 0.00 0.00 1310.00 1520.00 0.00 0.00 1310.00 1520.00 0.00 0.00 1310.00 1520.00 0.00 0.00 1310.00 1520.00 0.00 0.00 1310.00 1520.00 0.00 0.00 1310.00 1520.00 0.00 0.00 1310.00 1520.00 0.00 0.00 2900.00 3060.00 0.00 0.00 2900.00 3060.00 0.00 0.00 2900.00 3060.00 0.00 0.00 2900.00 3060.00 0.00 0.00 2100.00 2270.00 0.00 0.00 2100.00 2270.00 0.00 0.00 2100.00 2270.00 0.00 0.00 2100.00 2270.00 0.00 0.00 1525.00 1675.00 0.00 0.00 1525.00 1675.00 0.00 0.00 1525.00 1675.00 0.00 0.00 1525.00 1675.00 0.00 0.00 4040.00 4150.00 0.00 0.00 4040.00 4150.00 0.00 0.00 4040.00 4150.00 0.O0 0.OO 4040.00 4150.O0 O.00 0.00 4030.00 4310.00 0.00 O.OO 4030.00 4310.OO 0.00 0.00 4030.00 4310.00 0.00 0.00 4030.00 4310.00 0.00 0.00 4040.00 4150.00 0.00 0.00 4040.00 4150.00 0.00 0.00 4040.00 4150.00 0.00 0.00 4040.00 4150.00 0.00 Run Date: 15AUG94 Run Time: 13:01:32 Hl4Version: 6.52 Data File: DCMODZ.hc2 Page 73 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB 40650.000 466.08 0.00 466.33 40650.000 467.68 0.00 467.91 40650.000 468.20 0.00 468.43 40650.000 472.23 0.00 472.85 48000.000 468.76 48000.000 470.14 48000.000 470.69 * 48000.000 476.14 51350.000 469.55 * 51350.000 471.33 51350.000 472.00 51350.000 477.44 53350.000 469.83 * 53350.000 471.81 * 53350.000 472.57 * 53350.000 477.88 * 55590.000 470.17 * 55590.000 472.33 * 55590.000 473.25 * 55590.000 478.39 56940.000 470.92 56940.000 473.52 56940.000 474.50 56940.000 479.30 623.16 140.68 5644.74 814.58 793.04 769.18 6559.76 1771.07 826.52 1078.68 6900.17 2221.14 993.18 8758.63 15576.64 11864.73 0.00 468.85 1294.46 1435.26 3304.00 560.74 0.00 470.22 1485.71 2699.06 3841.87 1459.07 0.00 470.78 1538.60 3511.72 4258.07 2030.20 0.00 476.26 1776.34 15900.43 7610.65 12688.92 0.00 469.62 674.94 120.67 3879.33 0.00 0.00 471.40 1382.90 1665.91 5332.89 1.21 0.00 472.08 1438.65 2838.21 6557.42 4.37 0.00 477.53 2452.85 21832.00 14218.89 149.11 0.00 469.89 333.94 721.53 3271.95 6.52 0.00 471.91 1389.33 1888.70 5077.06 34.24 0.00 472.68 2182.52 3181.53 6153.38 65.09 0.00 477.93 4228.81 26111.48 8040.63 2047.89 0.00 470.41 88.89 0.00 4000.00 0.00 0.00 472.76 1167.92 441.22 6558.46 0.32 0.00 473.67 1412.63 1865.81 7513.42 20.77 0.00 478.62 2300.47 24045.65 10901.40 1252.95 0.00 471.10 170.46 335.08 3664.92 0.00 0.00 473.79 875.97 1348.29 5650.65 1.06 0.00 474.79 1465.27 2736.91 6635.63 27.46 0.00 479.47 2585.61 25403.57 9138.11 1658.32 PERENC STENCL STCHL STCIIR STENCR 0.00 0.00 0.00 0.00 0.00 4730.00 4815.00 0.00 0.00 4730.00 4815.00 0.00 0.00 4730.00 4815.00 0.00 0.00 4730.00 4815.00 0.00 0.00 0.00 0.00 0.00 0.00 2370.00 2445.00 0.00 0.00 2370.00 2445.00 0.00 0.00 2370.00 2445.00 0.00 0.00 2370.00 2445.00 0.00 0.00 0.00 0.00 0.00 0.00 4160.00 4515.00 0.00 0.00 4160.00 4515.00 0.00 0.00 4160.00 4515.00 0.00 0.00 4160.00 4515.00 0.00 0.00 0.00 0.00 0.00 0.00 5570.00 5670.00 0.00 0.00 5570.00 5670.00 0.00 0.00 5570.00 5670.00 0.00 0.00 5570.00 5670.00 0.00 0.00 0.00 0.00 0.00 0.00 4250.00 4340.00 0.00 0.00 4250.00 4340.00 0.00 0.00 4250.00 4340.00 0.00 0.00 4250.00 4340.00 0.00 0.00 0.00 0.00 0.00 0.00 4335.00 4415.00 0.00 0.00 4335.00 4415.00 0.00 0.00 4335.00 4415.00 0.00 0.00 4335.00 4415.00 0.00 Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: DCMODZ.hc2 Page 74 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO ×LC~ ELTRD ELLC 25530.000 0.00 25530.000 0.00 25530.000 0.00 25530.000 0.00 25770.000 240.00 25770.000 240.00 25770.000 240.00 25770.000 240.00 ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .O1K 0.00 0.00 434.40 0.00 0.00 434.40 0.00 0.00 434.40 0.00 0.00 434.40 0.00 0.00 434.60 0.00 0.00 434.60 0.00 0.00 434.60 0.00 0.00 434.60 * 26830.000 1010.00 0.00 0.00 436.30 26830.000 1010.00 0.00 0.00 436.30 26830.000 1010.00 0.00 0.00 436.30 26830.000 1010.00 0.00 0.00 436.30 26880.000 50.00 0.00 0.00 436.20 26880.000 50.00 0.00 0.00 436.20 26880.000 50.00 0.00 0.00 436.20 26880.000 50.00 0.00 0.00 436.20 27165.000 284.00 27165.000 284.00 27165.000 284.00 * 27165.000 284.00 0.00 0.00 436.10 0.00 0.00 436.10 0.00 0.00 436.10 0.00 0.00 436.10 0.00 0.00 435.60 0.00 0.00 435.60 0.00 0.00 435.60 0.00 0.00 435.60 * 27449.000 284.00 27449.000 284.00 27449.000 284.00 27449.000 284.00 27748.000 299.00 0.00 0.00 435.20 27748.000 299.00 0.00 0.00 435.20 27748.000 299.00 0.00 0.00 435.20 27748.000 299.00 0.00 0.00 435.20 27992.000 244.00 0.00 0.00 435.60 27992.000 244.00 0.00 0.00 435.60 27992.000 244.00 0.00 0.00 435.60 27992.000 244.00 0.00 0.00 435.60 28168.000 176.00 0.00 0.00 436.60 28168.000 176.00 0.00 0.00 436.60 28168.000 176.00 0.00 0.00 436.60 28168.000 176.00 0.00 0.00 436.60 12800.00 451.01 0.00 451.44 6.28 5.26 2433.14 5105.79 18200.00 452.29 0.00 452.99 9.33 6.70 2716.70 5957.31 20600.00 453.52 0.00 454.25 9.06 6.86 3000.97 6843.65 36200.00 455.89 0.00 457.48 16.69 10.12 3577.77 8860.49 12800.00 451.29 0.00 451.57 3.67 4.21 3038.09 6682.62 18200.00 452.74 0.00 453.18 5.33 5.34 3411.19 7884.46 20600.00 453.97 0.00 454.44 5.25 5.50 3742.11 8992.90 36200.00 456.85 0.00 457.83 8.99 7.95 4551.38 12075.56 13300.00 451.71 0.00 452.16 8.35 5.40 2464.86 4602.21 18900.00 453.40 0.00 453.94 10.17 6.07 3977.25 5927.09 21300.00 454.69 0.00 455.09 7.89 5.48 5477.10 7583.05 36200.00 458.31 0.00 458.61 5.80 5.15 10273.40 15029.79 13300.00 451.88 0.00 452.21 6.74 18900.00 453.51 0.00 454.00 8.51 21300.00 454.71 0.00 455.17 7.62 36200.00 458.55 0.00 458.77 11.24 13300.00 452.17 0.00 452.40 18900.00 454.03 0.00 454.19 21300.00 455.24 0.00 455.35 36200.00 458.80 0.00 458.91 7.00 4.65 3.89 2.97 13300.00 452.45 0.00 452.54 3.08 18900.00 454.21 0.00 454.29 2.83 21300.00 455.35 0.00 455.43 2.48 36200.00 458.88 0.00 458.97 2.01 13300.00 452.55 0.00 452.62 2.69 18900.00 454.29 0.00 454.37 2.43 21300.00 455.42 0.00 455.49 1.97 36200.00 458.93 0.00 459.03 1.96 13300.00 452.61 0.00 452.70 2.47 18900.00 454.35 0.00 454.44 2.21 21300.00 455.48 0.00 455.55 2.26 36200.00 458.99 0.00 459.09 2.11 13300.00 452.69 0.00 452.74 18900.00 454.42 0.00 454.48 21300.00 455.53 0.00 455.59 36200.00 459.04 0.00 459.12 1.83 1.75 1.50 1.51 4.62 2875.93 5122.77 5.59 3378.64 6478.99 5.53 4341.02 7717.00 4.25 10017.14 10799.85 4.73 4397.73 5028.57 4.18 6830.90 8769.29 3.07 8518.81 10794.94 2.31 13788.93 20993.43 2.61 5788.23 7572.46 2.52 8109.07 11241.65 1.99 9814.38 13531.77 1.71 15747.87 25537.71 2.49 6257.29 8104.71 2.39 8657.44 12122.07 2.13 10267.72 15167.97 1.60 15662.89 25853.45 2.87 6341.18 8456.04 2.91 8574.51 12704.22 2.32 10070.53 14159.87 2.22 14983.22 24924.34 2.05 7281.66 9820.41 2.06 9422.91 14271.77 1.88 10846.48 17409.68 1.77 15731.42 29417.87 Run Date: 15AUG94 Run Time: 13:01:32 ~MVersion: 6.52 Data File: DCMODZ.hc2 Page 75 SEC~O XLC~ ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VC~ ~EA .O1K 28492.000 324.00 0.00 0.00 28492.000 324.00 0.00 0.00 28492.000 324.00 0.00 0.00 28492.000 324.00 0.00 0.00 28720.000 228.00 0.00 0.00 28720.000 228.00 0.00 0.00 28720.000 228.00 0.00 0.00 28720.000 228.00 0.00 0.00 * 28890.000 170.00 0.00 0.00 * 28890.000 170.00 0.00 0.00 * 28890.000 170.00 0.00 0.00 28890.000 170.00 0.00 0.00 29124.000 234.00 0.00 0.00 29124.000 234.00 0.00 0.00 29124.000 234.00 0.00 0.00 29124.000 234.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29651.000 527.00 29651.000 527.00 29651.000 527.00 29651.000 527.00 29831.000 180.00 29831.000 180.00 29831.000 180.00 29831.000 180.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 * 30027.000 196.00 0.00 0.00 * 30027.000 196.00 0.00 0.00 * 30027.000 196.00 0.00 0.00 * 30027.000 196.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30384.000 357.00 30384.000 357.00 30384.000 357.00 30384.000 357.00 436.30 13300.00 452.74 0.00 436.30 18900.00 454.47 0.00 436.30 21300.00 455.57 0.00 436.30 36200.00 459.08 0.00 436.80 13300.00 452.80 0.00 436.80 18900.00 454.52 0.00 436.80 21300.00 455.62 0.00 436.80 36200.00 459.12 0.00 437.10 13300.00 452.80 0.00 437.10 18900.00 454.55 0.00 437.10 21300.00 455.65 0.00 437.10 36200.00 459.15 0.00 452.80 1.98 454.54 1.93 455.64 1.67 459.18 1.72 452.88 2.83 454.61 2.72 455.71 2.31 459.25 2.32 452.99 7.67 454.71 6.34 455.78 5.10 459.32 4.35 437.40 13300.00 452.85 0.00 453.27 8.89 437.40 18900.00 454.53 0.00 455.00 9.12 437.40 21300.00 455.70 0.00 456.03 10.12 437.40 36200.00 459.25 0.00 459.51 7.83 438.06 13300.00 453.50 0.00 453.67 6.35 438.06 18900.00 455.22 0.00 455.39 6.14 438.06 21300.00 456.24 0.00 456.39 5.28 438.06 36200.00 459.65 0.00 459.81 4.98 438.14 13300.00 453.65 0.00 453.77 3.90 438.14 18900.00 455.34 0.00 455.49 4.10 438.14 21300.00 456.33 0.00 456.48 3.72 438.14 36200.00 459.73 0.00 459.89 3.84 438.23 13300.00 453.68 0.00 453.95 10.58 438.23 18900.00 455.38 0.00 455.69 11.92 438.23 21300.00 456.38 0.00 456.67 11.41 438.23 36200.00 459.75 0.00 460.11 11.44 30604.000 220.00 30604.000 220.00 30604.000 220.00 * 30604.000 220.00 438.14 13300.00 453.95 0.00 454.42 11.69 438.14 18900.00 455.78 0.00 456.35 21.58 438.14 21300.00 456.74 0.00 457.32 21.47 438.14 36200.00 460.20 0.00 460.84 28.80 438.55 13300.00 454.33 0.00 454.78 20.51 438.55 18900.00 456.44 0.00 456.87 19.46 438.55 21300.00 457.42 0.00 457.80 16.45 438.55 36200.00 461.01 0.00 461.34 12.63 438.55 13300.00 454.95 0.00 455.08 4.24 438.55 18900.00 457.03 0.00 457.14 4.03 438.55 21300.00 457.93 0.00 458.04 3.64 438.55 36200.00 461.41 0.00 461.55 3.37 * 30958.000 354.00 * 30958.000 354.00 * 30958.000 354.00 * 30958.000 354.00 2.13 6873.19 9453.20 2.16 8847.05 13592.46 1.98 10160.06 16479.82 1.87 14734.64 27630.93 2.55 5951.54 7903.87 2.59 7750.48 11463.76 2.40 8935.39 14007.18 2.37 12978.79 23754.98 3.99 4363.35 4801.90 3.71 6173.07 7508.99 3.26 7339.11 9432.74 2.94 11264.00 17350.80 5.24 2711.07 4460.37 5.74 4084.17 6256.93 5.05 5207.67 6694.40 4.60 8948.25 12935.28 3.72 4370.48 5276.95 3.73 5901.02 7627.35 3.48 6900.58 9273.76 3.18 11312.96 16220.84 3.04 4795.23 6736.54 3.23 6091.51 9330.22 3.11 6925.88 11049.77 3.15 11185.31 18476.99 4.53 3312.54 4088.47 4.78 4321.19 5474.12 4.50 4970.55 6305.02 4.64 7585.20 10702.76 5.75 2469.73 3890.45 6.22 3106.47 4068.82 6.22 3499.60 4597.06 6.79 5681.12 6745.37 5.64 2533.29 2936.76 5.57 3742.43 4284.92 5.35 4497.97 5251.69 5.23 8179.48 10184.77 3.57 4879.68 6459.27 2.57 6869.53 9420.19 2.39 7850.71 11162.54 2.19 12360.65 19714.85 Run Date: 15AUG94 Run Time: 13:01:32 H]~Version: 6.52 Data File: DCMODZ.hc2 Page 76 SECNO XLCB ELTRD ELLC * 31335.000 377.00 * 31335.000 377.00 * 31335.000 377.00 * 31335.000 377.00 * 32150.000 170.O0 * 32150.000 170.00 32150.000 170.00 32150.000 170.00 32200.000 50.00 32200.000 50.00 32200.000 50.00 32200.000 50.00 32230.000 50.00 32230.000 50.00 32230.000 50.00 * 32230.000 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 463.60-999999.00 463.60-999999.00 463.60-999999.00 463.60-999999.00 463.60-999999.00 463.60-999999.00 463.60-999999.00 463.60-999999.00 * 32250.000 1.00 0.00 0.00 32250.000 1.00 0.00 0.00 32250.000 1.00 0.00 0.00 * 32250.000 1.00 0.00 0.00 * 32305.000 55.00 0.00 0.00 * 32305.000 55.00 0.00 0.00 * 32305.000 55.00 0.00 0.00 32305.000 55.00 0.00 0.00 * 32725.000 420.00 * 32725.000 420.00 * 32725.000 420.00 * 32725.000 420.00 33145.000 420.00 33145.000 420.00 * 33145.000 420.00 33145.000 420.00 '$3470.000 325.00 33470.000 325.00 33470.000 325.00 33470.000 325.00 34260.000 790.00 34260.000 790.00 34260.000 790.00 34260.000 790.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .O1K 438.55 13300.00 454.23 454.23 456.41 88.00 438.55 18900.00 456.64 0.00 457.81 50.89 438.55 21300.00 457.83 0.00 458.49 30.20 438.55 36200.00 461.47 O.O0 461.82 13.21 437.00 13300.00 456.60 0.00 457.45 9.62 437.00 18900.00 456.99 0.00 458.60 17.86 437.00 21300.00 457.91 0.00 459.64 18.62 437.00 36200.00 461.35 459.95 463.00 18.32 435.00 13300.00 456.50 0.00 457.80 5.54 435.00 18900.00 456.80 0.00 459.29 10.46 435.00 21300.00 457.71 0.00 460.36 10.91 435.00 36200.00 460.56 0.00 465.15 17.51 435.00 13300.00 456.54 0.00 457.84 5.49 435.00 18900.00 456.98 0.00 459.38 10.06 435.00 21300.00 457.91 0.00 460.46 10.45 435.00 36200.00 463.79 459.20 466.28 17.23 437.00 9400.00 457.58 0.00 457.93 437.00 13200.00 459.11 0.00 459.58 437.00 14900.00 460.31 0.00 460.68 437.00 36200.00 466.42 0.00 466.52 6.31 8.41 6.99 2.47 437.70 9400.00 457.39 0.00 458.11 31.07 437.70 13200.00 458.94 0.00 459.77 34.17 437.70 14900.00 460.15 0.00 460.85 27.71 437.70 36200.00 466.45 0.00 466.54 4.25 438.20 9400.00 458.54 0.00 458.71 438.20 13200.00 460.23 0.00 460.37 438.20 14900.00 461.24 0.00 461.35 438.20 36200.00 466.62 0.00 466.68 6.86 6.43 5.10 2.06 438.40 9400.00 458.88 0.00 459.05 10.18 438.40 13200.00 460.51 0.00 460.74 11.28 438.40 14900.00 461.44 O.00 461.67 10.66 438.40 36200.00 466.70 0.00 466.78 3.47 439.00 9400.00 459.10 0.00 459.38 8.54 439.00 13200.00 460.79 O.00 461.14 11.22 439.00 14900.00 461.72 0.00 462.06 11.14 439.00 36200.00 466.78 0.00 466.90 3.95 438.80 9400.00 459.83 0.00 459.95 5.88 438.80 13200.00 461.66 0.00 461.81 6.34 438.80 14900.00 462.54 0.00 462.70 5.92 438.80 36200.00 467.04 0.00 467.26 6.51 12.47 1231.77 1417.78 10.10 2560.06 2649.27 8.02 3733.31 3875.89 5.45 7720.16 9959.58 7.49 1924.65 4288.34 10.31 2023.06 4472.34 10.78 2287.90 4936.08 11.77 6031.40 8458.23 9.40 1510.25 5653.12 12.98 1556.98 5843.30 13.44 1703.79 6448.17 17.83 2221.51 8651.76 9.37 1515.99 5676.41 12.76 1585.47 5959.83 13.20 1737.87 6590.11 13.56 3447.82 8721.79 4.84 2179.50 3743.31 5.80 3053.35 4552.74 5.45 4379.17 5637.62 3.95 19441.05 23013.97 7.22 1483.61 1686.46 7.89 1935.94 2258.09 7.36 2375.01 2830.75 3.61 17805.18 17564.51 3.89 3532.58 3587.78 3.83 5301.66 5206.11 3.32 6957.59 6597.42 2.76 22589.42 25211.92 3.31 2842.72 2946.54 3.80 3473.41 3930.18 3.85 3925.54 4564.62 2.59 19239.26 19426.96 4.29 2191.23 3216.86 4.79 2855.17 3940.79 4.71 3361.25 4464.33 3.34 15137.55 18213.37 2.83 3316.14 3876.19 3.16 4171.45 5244.45 3.18 4687.55 6124.94 4.01 11130.10 14189.68 Run Date: 15AUG94 Ruin Time: 13:01:32 H)4Version: 6.52 Data File: DCMODZ.hc2 Page 77 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .O1K 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 * 34850.000 590.00 * 34850.000 590.00 * 34850.000 590.00 * 34850.000 590.00 34950.000 100.00 0.00 0.00 34950.000 100.00 0.00 0.00 * 34950.000 100.00 0.00 0.00 * 34950.000 100.00 0.00 0.00 * 36970.000 2020.00 0.00 0.00 * 36970.000 2020.00 0.00 0.00 36970.000 2020.00 0.00 0.00 36970.000 2020.00 0.00 0.00 * 38200.000 1230.00 0.00 0.00 * 38200.000 1230.00 0.00 0.00 * 38200.000 1230.00 0.00 0.00 * 38200.000 1230.00 0.00 0.00 39290.000 1090.00 0.00 0.00 39290.000 1090.00 0.00 0.00 39290.000 1090.00 0.00 0.00 39290.000 1090.00 0.00 0.00 * 39440.000 150.00 0.00 0.00 * 39440.000 150.00 0.00 0.00 * 39440.000 150.00 0.00 0.00 * 39440.000 150.00 0.00 0.00 * 39490.000 50.00 0.00 0.00 39490.000 50.00 0.00 0.00 39490.000 50.00 0.00 0.00 39490.000 50.00 0.00 0.00 39540.000 50.00 0.00 0.00 39540.000 50.00 0.00 0.00 39540.000 50.00 0.00 0.00 39540.000 50.00 0.00 0.00 439.30 9400.00 459.99 0.00 460.74 21.37 439.30 13200.00 461.74 0.00 462.79 31.31 439.30 14900.00 462.55 0.00 463.69 34.05 439.30 36200.00 467.41 0.00 467.92 17.30 439.30 9400.00 460.24 0.00 460.95 20.58 439.30 13200.00 462.50 0.00 463.09 20.03 439.30 14900.00 463.65 0.00 463.98 13.29 439.30 36200.00 467.89 0.00 468.06 6.81 440.00 10000.00 463.67 0.00 464.00 11.49 440.00 13800.00 465.53 0.00 465.78 9.46 440.00 15600.00 465.99 0.00 466.25 9.70 440.00 36200.00 469.47 0.00 469.78 10.38 441.00 10000.00 464.50 0.00 464.57 2.64 441.00 13800.00 466.21 0.00 466.28 2.49 441.00 15600.00 466.70 0.00 466.78 2.68 441.00 36200.00 470.32 0.00 470.47 4.15 441.88 10000.00 464.79 0.00 464.88 2.95 441.88 13800.00 466.48 0.00 466.58 2.80 441.88 15600.00 466.99 0.00 467.09 2.95 441.88 36200.00 470.75 0.00 470.96 4.64 442.00 10000.00 464.50 0.00 442.00 13800.00 466.21 0.00 442.00 15600.00 466.71 0.00 442.00 36200.00 470.53 0.00 442.00 10000.00 465.01 0.00 442.00 13800.00 466.65 0.00 442.00 15600.00 467.15 0.00 442.00 36200.00 470.72 0.00 442.00 9900.00 464.83 0.00 442.00 13700.00 466.53 0.00 442.00 15400.00 467.05 0.00 442.00 36200.00 470.84 0.00 465.15 14.37 466.83 13.51 467.36 13.90 471.28 16.27 465.24 6.70 466.92 7.39 467.44 8.03 471.37 13.49 40650.000 1110.00 0.00 0.00 40650.000 1110.00 0.00 0.00 40650.000 1110.00 0.00 0.00 40650.000 1110.00 0.00 0.00 465.38 12.20 467.03 11.06 467.55 11.07 471.44 12.97 440.00 6600.00 466.08 0.00 466.33 5.31 440.00 9100.00 467.68 0.00 467.91 5.19 440.00 10200.00 468.20 0.00 468.43 5.20 440.00 36200.00 472.23 0.00 472.85 13.40 445.60 5300.00 468.76 0.00 445.60 8000.00 470.14 0.00 445.60 9800.00 470.69 0.00 445.60 36200.00 476.14 0.00 468.85 2.68 470.22 2.70 470.78 2.97 476.26 3.72 48000.000 7350.00 0.00 0.00 48000.000 7350.00 0.00 0.00 48000.000 7350.00 0.00 0.00 * 48000.000 7350.00 0.00 0.00 6.95 1353.22 2033.57 8.24 1602.08 2359.06 8.59 1734.96 2553.56 7.26 8057.09 8703.64 6.79 1385.11 2072.25 6.59 2940.15 2949.48 5.40 4595.98 4087.64 4.67 12636.08 13876.01 5.24 2762.94 2950.61 4.95 4335.81 4487.26 5.12 4811.37 5009.74 6.16 10290.70 11235.38 2.70 5445.90 6156.82 2.79 7427.63 8744.67 2.88 8021.58 9536.38 4.10 13032.62 17779.50 3.04 5035.81 5824.87 3.19 6669.06 8251.54 3.34 7182.75 9083.58 4.82 11314.79 16808.09 6.62 1901.72 2637.66 6.96 3109.96 3754.50 7.22 3528.13 4183.97 9.06 7176.83 8975.32 3.93 2778.16 3863.71 4.34 3608.03 5077.24 4.60 3877.43 5505.74 6.99 6027.10 9857.07 6.20 2104.31 2834.08 6.39 3373.17 4119.75 6.54 3816.62 4628.97 8.17 7492.98 10050.86 4.25 2074.95 2862.84 4.48 3229.47 3994.99 4.57 3649.31 4472.59 8.41 7296.01 9890.18 2.96 3426.59 3237.10 3.15 5377.24 4870.54 3.38 6208.40 5689.70 4.56 15206.87 18778.18 Run Date: 15AUG94 SECNO XLCH 51350.000 3350.00 * 51350.000 3350.00 51350.000 3350.00 51350.000 3350.00 53350.000 2000.00 * 53350.000 2000.00 * 53350.000 2000.00 * 53350.000 2000.00 * 55590.000 2240.00 * 55590.000 2240.00 * 55590.000 2240.00 * 55590.000 2240.00 56940.000 1350.00 56940.000 1350.00 56940.000 1350.00 56940.000 1350.00 Run Time: 13:01:32 ~Version: 6.52 Data File: DCMODZ.hc2 Page 78 ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS V~ ~E]~ .O1K 0.00 0.00 446.50 4000.00 0.00 0.00 446.50 7000.00 0.00 0.00 446.50 9400.00 0.00 0.00 446.50 36200.00 0.00 0.00 448.00 4000.00 0.00 0.00 448.00 7000.00 0.00 0.00 448.00 9400.00 0.00 0.00 448.00 36200.00 0.00 0.00 452.40 4000.00 0.00 0.00 452.40 7000.00 0.00 0.00 452.40 9400.00 0.00 0.00 452.40 36200.00 469.55 0.00 469.62 1.82 471.33 0.00 471.40 4.58 472.00 0.00 472.08 4.95 477.44 0.00 477.53 3.44 469.83 0.00 469.89 1.04 471.81 0.00 471.91 1.70 472.57 0.00 472.68 2.17 477.88 0.00 477.93 1.61 470.17 0.00 470.41 6.54 472.33 0.00 472.76 10.14 473.25 0.00 473.67 10.67 478.39 0.00 478.62 8.08 470.92 0.00 471.10 4.01 473.52 0.00 473.79 5.85 474.50 0.00 474.79 6.68 479.30 0.00 479.47 5.38 0.00 0.00 449.00 4000.00 0.00 0.00 449.00 7000.00 0.00 0.00 449.00 9400.00 0.00 0.00 449.00 36200.00 2.21 2136.17 2967.74 2.37 4038.41 3271.05 2.63 4986.79 4225.11 3.22 16738.07 19527.75 2.06 2374.26 3915.21 2.84 4004.57 5371.59 3.30 5309.51 6377.89 3.36 25496.81 28553.00 3.95 1013.88 1564.39 5.44 1902.39 2198.23 5.83 3092.08 2878.36 6.22 13046.81 12733.82 3.54 1306.77 1996.72 4.58 2249.31 2894.08 5.06 3393.98 3638.10 5.39 14793.65 15605.09 Run Date: 15AUG94 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 150 SECNO Q Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 25530.000 12800.00 451.01 0.00 0.00 25530.000 18200.00 452.29 1.28 0.00 25530.000 20600.00 453.52 1.23 0.00 25530.000 36200.00 455.89 2.37 0.00 0.00 216.69 0.00 0.00 226.37 0.00 0.00 235.67 0.00 0.00 248.00 0.00 25770.000 12800.00 451.29 0.00 0.28 0.00 253.17 240.00 25770.000 18200.00 452.74 1.44 0.45 0.00 263.69 240.00 25770.000 20600.00 453.97 1.23 0.45 0.00 272.69 240.00 25770.000 36200.00 456.85 2.88 0.96 0.00 285.00 240.00 26830.000 13300.00 451.71 0.00 0.42 26830.000 18900.00 453.40 1.69 0.66 26830.000 21300.00 454.69 1.29 0.72 26830.000 36200.00 458.31 3.62 1.46 26880.000 13300.00 451.88 0.00 0.17 26880.000 18900.00 453.51 1.63 0.12 26880.000 21300.00 454.71 1.20 0.02 26880.000 36200.00 458.55 3.84 0.24 27165.000 13300.00 452.17 0.00 0.29 27165.000 18900.00 454.03 1.86 0.52 27165.000 21300.00 455.24 1.21 0.53 * 27165.000 36200.00 458.80 3.56 0.25 27449.000 13300.00 452.45 0.00 0.28 27449.000 18900.00 454.21 1.76 0.18 27449.000 21300.00 455.35 1.15 0.11 27449.000 36200.00 458.88 3.53 0.08 27748.000 13300.00 452.55 0.00 0.09 27748.000 18900.00 454.29 1.75 0.08 27748.000 21300.00 455.42 1.13 0.07 27748.000 36200.00 458.93 3.51 0.05 27992.000 13300.00 452.61 0.00 0.06 27992.000 18900.00 454.35 1.74 0.05 27992.000 21300.00 455.48 1.13 0.06 27992.000 36200.00 458.99 3.51 0.06 28168.000 13300.00 452.69 0.00 0.08 28168.000 18900.00 454.42 1.73 0.07 28168.000 21300.00 455.53 1.11 0.05 28168.000 36200.00 459.04 3.51 0.04 0.00 256.77 1010.00 0.00 1104.81 1010.00 0.00 1199.25 1010.00 0.00 1516.80 1010.00 0.00 292.57 50.00 0.00 322.64 50.00 0.00 1173.21 50.00 0.00 1710.09 50.00 0.00 1255.42 284.00 0.00 1362.34 284.00 0.00 1418.55 284.00 0.00 1604.14 284.00 0.00 1170.49 284.00 0.00 1417.15 284.00 0.00 1551.59 284.00 0.00 1740.59 284.00 0.00 1345.54 299.00 0.00 1404.20 299.00 0.00 1445.81 299.00 0.00 1691.04 299.00 0.00 1257.10 244.00 0.00 1310.22 244.00 0.00 1344.42 244.00 0.00 1468.71 244.00 0.00 1210.32 176.00 0.00 1269.55 176.00 0.00 1313.08 176.00 0.00 1463.68 176.00 Page 79 Run Date: 15AUG94 Run Time: 13:01:32 fR~Version: 6.52 Data File: DCMODZ.hc2 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCR 28492.000 28492.000 28492.000 28492.000 28720.000 28720.000 28720.000 28720.000 28890.000 28890.000 28890.000 28890.000 29124.000 29124.000 29124.000 29124.000 29651.000 29651.000 29651.000 29651.000 29831.000 29831.000 29831.000 29831.000 30027.000 30027.000 30027.000 30027.000 13300.00 452.74 0.00 0.06 0.00 18900.00 454.47 1.72 0.05 0.00 21300.00 455.57 1.i0 0.04 0.00 36200.00 459.08 3.50 0.04 0.00 13300.00 452.80 0.00 0.05 0.00 18900.00 454.52 1.72 0.05 0.00 21300.00 455.62 1.10 0.05 0.00 36200.00 459.12 3.50 0.04 0.00 13300.00 452.80 0.00 0.01 0.00 18900.00 454.55 1.74 0.03 0.00 21300.00 455.65 1.10 0.03 0.00 36200.00 459.15 3.51 0.03 0.00 13300.00 452.85 0.00 0.05 0.00 18900.00 454.53 1.68 -0.01 0.00 21300.00 455.70 1.17 0.06 0.00 36200.00 459.25 3.54 0.09 0.00 13300.00 453.50 0.00 0.65 0.00 18900.00 455.22 1.72 0.69 0.00 21300.00 456.24 1.02 0.54 0.00 36200.00 459.65 3.41 0.41 0.00 13300.00 453.65 0.00 0.15 0.00 18900.00 455.34 1.69 0.12 0.00 21300.00 456.33 0.99 0.09 0.00 36200.00 459.73 3.40 0.08 0.00 13300.00 453.68 0.00 0.03 0.00 18900.00 455.38 1.71 0.04 0.00 21300.00 456.38 0.99 0.05 0.00 36200.00 459.75 3.38 0.02 0.00 13300.00 453.95 0.00 0.27 0.00 18900.00 455.78 1.83 0.39 0.00 21300.00 456.74 0.97 0.37 0.00 36200.00 460.20 3.45 0.44 0.00 13300.00 454.33 0,00 0.38 0.00 18900.00 456.44 2.12 0.67 0.00 21300,00 457,42 0,98 0.68 0,00 36200.00 461.01 3.59 0.81 0,00 13300.00 454.95 0.00 0.62 0.00 18900.00 457.03 2.07 0.58 0.00 21300.00 457.93 0.90 0.51 0.00 36200.00 461.41 3.48 0.40 0.00 30384.000 30384.000 30384.000 30384.000 30604,000 30604.000 30604,000 30604.000 30958.000 30958.000 30958.000 30958.000 1114.02 324.00 1177.01 324.00 1220,21 324.00 1372.92 324.00 1024.32 228.00 1064.62 228.00 1095.73 228.00 1217.36 228.00 1019.57 170.00 1049.40 170.00 1077.65 170.00 1172.57 170.00 540.02 234.00 945.77 234.00 984.06 234.00 1166.19 234.00 841.65 527.00 942.76 527,00 1020.00 527.00 1597.87 527.00 727.21 180.00 825.86 180.00 857.57 180.00 1561.92 180.00 555.16 196.00 627.76 196.00 680.98 196.00 965.40 196.00 325.16 357.00 384.19 357.00 429.26 357.00 1011.48 357.00 447.02 220.00 721.55 220.00 825,02 220,00 1381.00 220.00 831.58 354.00 1035.29 354.00 1140.63 354.00 1421.05 354.00 Page 80 Run Date: 15AUG94 SECNO Q * 31335.000 13300.00 * 31335.000 18900.00 * 31335.000 21300.00 * 31335.000 36200.00 Run Time: 13:01:32 ~4Version: 6.52 Data File: DCMODZ.hc2 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 454.23 0.00 -0.72 456.64 2.41 -0.38 457.83 1.19 -0.10 461.47 3.64 0.06 0.00 332.36 377.00 0.00 953.24 377.00 0.00 1022.21 377.00 0.00 1156.00 377.00 * 32150.000 13300.00 456.60 0.00 2.36 0.00 242.69 170.00 * 32150.000 18900.00 456.99 0.40 0.35 0.00 253.67 170.00 32150.000 21300.00 457.91 0.92 0.08 0.00 375.99 170.00 32150.000 36200.00 461.35 3.44 -0.12 0.00 2053.18 170.00 32200.000 13300.00 456.50 0.00 -0.10 0.00 153.82 50.00 32200.000 18900.00 456.80 0.30 -0.20 0.00 156.84 50.00 32200.000 21300.00 457.71 0.91 -0.21 0.00 165.96 50.00 32200.000 36200.00 460.56 2.85 -0.79 0.00 202.51 50.00 32230.000 13300.00 456.54 0.00 0.04 0.00 154.20 50.00 32230.000 18900.00 456.98 0.44 0.18 0.00 158.65 50.00 32230.000 21300.00 457.91 0.93 0.20 0.00 168.00 50.00 * 32230.000 36200.00 463.79 5.88 3.23 0.00 823.63 50.00 * 32250.000 9400.00 457.58 0.00 1.05 0.00 290.55 1.00 32250.000 13200.00 459.11 1.52 2.13 0.00 951.58 1.00 32250.000 14900.00 460.31 1.20 2.40 0.00 1263.17 1.00 * 32250.000 36200.00 466.42 6.11 2.63 0.00 2913.10 1.00 457.39 0.00 -0.19 0.00 264.81 55.00 458.94 1.55 -0.17 0.00 320.89 55.00 460.15 1.21 -0.16 0.00 506.02 55.00 466.45 6.30 0.03 0.00 3881.69 55.00 458.54 0.00 1.15 460.23 1.69 1.29 461.24 1.01 1.10 466.62 5.38 0.18 * 32305.000 9400.00 * 32305.000 13200.00 * 32305.000 14900.00 32305.000 36200.00 * 32725.000 9400.00 * 32725.000 13200.00 * 32725.000 14900.00 * 32725.000 36200.00 0.00 721.03 420.00 0.00 1427.19 420.00 0.00 2160.90 420.00 0.00 3912.75 420.00 33145.000 9400.00 458.88 0.00 0.34 0.00 372.01 420.00 33145.000 13200.00 460.51 1.63 0.28 0.00 401.68 420.00 * 33145.000 14900.00 461.44 0.93 0.20 0.00 500.04 420.00 33145.000 36200.00 466.70 5.27 0.08 0.00 3714.41 420.00 33470.000 9400.00 459.10 0.00 0.22 0.00 296.32 325.00 33470.000 13200.00 460.79 1.69 0.27 0.00 517.61 325.00 33470.000 14900.00 461.72 0.93 0.28 0.00 559.6~ 325.00 33470.000 36200.00 466.78 5.06 0.08 0.00 2537.00 325.00 34260.000 9400.00 459.83 0.00 0.73 0.00 420.45 790.00 34260.000 13200.00 461.66 1.83 0.87 0.00 568.51 790.00 34260.000 14900.00 462.54 0.89 0.82 0.00 596.93 790.00 34260.000 36200.00 467.04 4.50 0.26 0.00 1845.00 790.00 Page 81 Run Date: 15AUG94 SEC"NO Q * 34850.000 9400.00 * 34850.000 13200.00 * 34850.000 14900.00 * 34850.000 36200.00 Run Time: 13:01:32 ~{Version: 6.52 Data File: DCMODZ.hc2 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLC]{ 459.99 0.00 0.16 0.00 126.95 590.00 461.74 1.75 0.08 0.00 157.48 590.00 462.55 0.81 0.00 0.00 171.62 590.00 467.41 4.86 0.37 0.00 1575.00 590.00 34950.000 9400.00 460.24 0.00 0.25 34950.000 13200.00 462.50 2.27 0.76 * 34950.000 14900.00 463.65 1.14 1.10 * 34950.000 36200.00 467.89 4.24 0.48 * 36970.000 10000.00 463.67 0.00 3.43 * 36970.000 13800.00 465.53 1.86 3.02 36970.000 15600.00 465.99 0.46 2.34 36970.000 36200.00 469.47 3.49 1.59 * 38200.000 10000.00 * 38200.000 13800.00 * 38200.000 15600.00 * 38200.000 36200.00 464.50 0.00 0.83 466.21 1.71 0.68 466.70 0.49 0.72 470.32 3.62 0.85 39290.000 10000.00 464.79 0.00 0.29 39290.000 13800.00 466.48 1.69 0.27 39290.000 15600.00 466.99 0.51 0.29 39290.000 36200.00 470.75 3.77 0.43 * 39440.000 10000.00 * 39440.000 13800.00 * 39440.000 15600.00 * 39440.000 36200.00 0.00 131.15 100.00 0.00 1169.57 100.00 0.00 1692.14 100.00 0.00 1955.00 100.00 0.00 700.09 2020.00 0.00 990.71 2020.00 0.00 1084.70 2020.00 0.00 1699.47 2020.00 0.00 1123.52 1230.00 0.00 1192.65 1230.00 0.00 1222.51 1230.00 0.00 1500.81 1230.00 0.00 931.59 1090.00 0.00 1002.83 1090.00 0.00 1026.87 1090.00 0.00 1160.12 1090.00 464.50 0.00 -0.29 0.00 596.15 150.00 466.21 1.71 -0.27 0.00 801.21 150.00 466.71 0.51 -0.27 0.00 848.09 150.00 470.53 3.81 -0.23 0.00 1016.66 150.00 * 39490.000 10000.00 465.01 0.00 0.51 0.00 476.54 50.00 39490.000 13800.00 466.65 1.64 0.44 0.00 533.82 50.00 39490.000 15600.00 467.15 0.50 0.43 0.00 551.13 50.00 39490.000 36200.00 470.72 3.57 0.19 0.00 657.74 50.00 39540.000 9900.00 464.83 0.00 -0.18 39540.000 13700.00 466.53 1.70 -0.12 39540.000 15400.00 467.05 0.52 -0.10 39540.000 36200.00 470.84 3.79 0.12 40650.000 6600.00 466.08 0.00 1.25 40650.000 9100.00 467.68 1.60 1.15 40650.000 10200.00 468.20 0.52 1.15 40650.000 36200.00 472.23 4.03 1.39 48000.000 5300.00 468.76 0.00 2.68 48000.000 8000.00 470.14 1.38 2.46 48000.000 9800.00 470.69 0.55 2.49 * 48000.000 36200.00 476.14 5.45 3.91 0.00 645.84 50.00 0.00 834.47 50.00 0.00 872.86 50.00 0.00 1023.03 50.00 0.00 623.16 1110.00 0.00 793.04 1110.00 0.00 826.52 1110.00 0.00 993.18 1110.00 0.00 1294.46 7350.00 0.00 1485.71 7350.00 0.00 1538.60 7350.00 0.00 1776.34 7350.00 Page 82 Run Date: 15AUG94 Run Time: 13:01:32 H}{Version: 6.52 Data File: DCMODZ.hc2 Page 83 SECNO Q CWSEL DIFWSP DI~SX DIFKWS TOPWID XLCH 51350.000 4000.00 469.55 0.00 0.78 0.00 51350.000 7000.00 471.33 1.78 1.19 0.00 51350.000 9400.00 472.00 0.67 1.31 0.00 51350.000 36200.00 477.44 5.44 1.30 0.00 53350.000 4000.00 469.83 0.00 0.28 0.00 53350.000 7000.00 471.81 1.98 0.48 0.00 53350.000 9400.00 472.57 0.76 0.57 0.00 53350.000 36200.00 477.88 5.31 0.44 0.00 55590.000 4000.00 470.17 0.00 0.34 0.00 55590.000 7000.00 472.33 2.16 0.52 0.00 55590.000 9400.00 473.25 0.92 0.68 0.00 55590.000 36200.00 478.39 5.14 0.51 0.00 56940.000 4000.00 470.92 0.00 0.75 0.00 56940.000 7000.00 473.52 2.60 1.19 0.00 56940.000 9400.00 474.50 0.99 1.25 0.00 56940.000 36200.00 479.30 4.80 0.91 0.00 674.94 3350.00 1382.90 3350.00 1438.65 3350.00 2452.85 3350.00 333.94 2000.00 1389.33 2000.00 2182.52 2000.00 4228.81 2000.00 88.89 2240.00 1167.92 2240.00 1412.63 2240.00 2300.47 2240.00 170.46 1350.00 875.97 1350.00 1465.27 1350.00 2585.61 1350.00 Date: 15AUG94 Run Time: 13:01:32 HMVersion: 6.52 Data File: DCMODZ.hc2 Page 84 SUMFU~Y OF ERRORS AND SPECIAL NOTES WARNING SECNO= 26830.000 PROFILE= WAP~NING SECNO= 27165.000 PROFILE= WARNING SECNO= 27449.000 PROFILE= WARNING SECNO= 28890.000 PROFILE= WARNING SECNO= 28890.000 PROFILE= WARNING SEC}lO= 28890.000 PROFILE= WARNING SECNO= 30027.000 PROFILE= WARNING SECNO= 30027.000 PROFILE= WARNING SECNOTM 30027.000 PROFILE= WARNING SECNO= 30027.000 PROFILE= WARNING SECNO= 30384.000 PROFILE= WARNING SECNO= 30604.000 PROFILE= WARNING SECNO= 30958.000 PROFILE= WARNING SECNO= 30958.000 PROFILE= WARNING SECNO= 30958.000 PROFILE= WARNING SECNO= 30958.000 PROFILE= CAUTION SECNO= 31335.000 PROFILE= CAUTION SECNO= 31335.000 PROFILE= WARNING SECNO= 31335.000 PROFILE= WARNING SECNO= 31335.000 PROFILE= WARNING SECNO= 31335.000 PROFILE= WARNING SECNO= 32150.000 PROFILE= WARNING SECNO= 32150.000 PROFILE= CAUTION SECNO= 32230.000 PROFILE= WARNING SECNO= 32250.000 PROFILE= WARNING SECIqO= 32250.000 PROFILE= WARNING SECNO= 32305.000 PROFILE= WARNING SECNO= 32305.000 PROFILE= WARNING SECI~O= 32305.000 PROFILE= WARNING SEC"NO= 32725.000 PROFILE= WARNING SECNO= 32725.000 PROFILE= WARNING SECIqO= 32725.000 PROFILE= WARNING SECNO= 32725.000 PROFILE= WARNING SECNO= 33145.000 PROFILE= WARNING SECNO= 34850.000 PROFILE= WARNING SECNO= 34850.000 PROFILE= 1 CONVEYANCE CH~GE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 20 TRIALS ATTEMPTED TO BALANCE WSEL 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE Run Date: 15AUG94 Run Time: 13:01:32 Hl4Version: 6.52 Data File: DCMODZ.hc2 Page 85 WARNING SECNO= 34850.000 WARNING SECNO= 34850.000 WARNING SECNO= 34950.000 WARNING SECNO= 34950.000 WARNING SECNO= 36970.000 WARNING SECNO= 36970.000 WARNING SECNO= 38200.000 WARNING SECNO= 38200.000 WARNING SECNO= 38200.000 WARNING SECNO= 38200.000 WARNING SECNO= 39440.000 WARNING SECNO= 39440.000 WARNING SECNO= 39440.000 WARNING SECNO= 39440.000 WARNING SECNO= 39490.000 WARNING SECI{O= 48000.000 WARNING SECNO= 51350.000 WARNING SECNO= 53350.000 WARNING SE~O= 53350.000 WARNING SECNO= 53350.000 WARNING SECNO= 55590.000 WARNING SECNO= 55590.000 WARNING SECNO= 55590.000 WARNING SECNO= 55590.000 PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= PROFILE= 2 PROFILE= 2 PROFILE= 3 PROFILE= 4 PROFILE= 1 PROFILE= 2 PROFILE= 3 PROFILE= 4 3 CONVEYANCE CHANGE OUTSIDE 4 CONVEYANCE CHANGE OUTSIDE 3 CONVEYANCE CHANGE OUTSIDE 4 CONVEYANCE CHANGE OUTSIDE 1 CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE 1 CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE 3 CONVEYANCE CHANGE OUTSIDE 4 CONVEYANCE C]L~NGE OUTSIDE 1 CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE 3 CONVEYANCE CHANGE OUTSIDE 4 CONVEYANCE CHANGE OUTSIDE 1 CONVEYANCE CH~GE OUTSIDE 4 CONVEYANCE CH~I{GE OUTSIDE CONVEYANCE CHANGE OUTSIDE CONVEYANCE CHANGE OUTSIDE CONVEYANCE CHANGE OUTSIDE CONVEYANCE CHANGE OUTSIDE CONVEYANCE C]{ANGE OUTSIDE CONVEYANCE CHANGE OUTSIDE CONVEYANCE C]tANGE OUTSIDE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE R3~NGE ACCEPTABLE PJ~qGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE P, ANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE