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Prominence Square L24-0001
Prominence Square L24-0001/20250319 - UPDATED REPORT.pdf Prominence Square L24-0001/5th Review Comments/L24-0001-ENG-5th Review-Comments.docx Status:RECOMMEND APPROVALProminence Square Ph 2BREVIEW # 5 <Permit No. L24-0001 Prepared on 3/25/2025. Contact Engineering Facilitator, Dan Deeter at mailto:Daniel.Deeter@cityofdenton.comDaniel.Deeter@cityofdenton.com or 682-310-7406 with questions related to this review. Based on LOMR submittal package (various documents/models) prepared by Allison Engineering Group report dated 03/04/2024 (but updated, digital file named “20250319-Updated Report.pdf” – Received 03-21-25), and exhibits dated 3/4/2025. Final updated post project model produces a 100 year elevation of 587.77 at cross section 17500. Standard Abbreviations: BEP - Best Engineering Practice City Specs - City Specifications DSACLC X.X - City Downstream Assessment & CLOMR checklist CoD – City of Denton DDC or DC - City of Denton Development Code DDC30 - XX – Land Development Code Chapter 30 – Flood Prevention and Protection Section 30-XX DCM - Design Criteria Manual (T = Transportation, W/WW = Water/Wastewater, SW=Stormwater Management. C = Construction, SD = Site Design) EOR - Engineer of Record ERROR –Typo, mathematical, tabulation or other error iSWM - Integrated Stormwater Management Manuals (Hydrology, Hydraulics, Water Quality, Site Development Controls) NCTCOG - North Central Texas Council of Governments ROW - Right of Way SWRCM – City of Denton Solid Waste and Recycling Criteria Manual STD DTL – City Standard Detail (2023) TxDOT – Texas Department of Transportation TDP - City TxDOT Permit application COMMENTS GENERAL INFORMATION: Bold items below represent updated items identified. Previously addressed items have been removed except for the comment number. (SATISFIED) (SATIFIED) (SATIFIED) (SATISFIED)- 2nd review No revised MT-2 forms submitted for review. Provide completed FEMA MT-2 application forms applicable to your request. Ensure that MT-2 Form 1 was signed by the requester and certifying engineer. (DSACLC 6.2) MT-2 Hydraulics section for CC-1 needs revision to correct the error in the WSE. MT-2 Hydraulics section needs revision for both streams, missing Duplicate Effective. Note Duplicate Effective represents the closest you can get your modeling to match the current regulatory model and <flood maps and does not include the updated cross sections and surface data used to create the corrected effective/pre-project model. (SATISFIED) MT-2 Common Regulatory Requirements: Fill being placed according to narrative, revise. Form 1, Item 5b. indicates Fill is part of revision but Form 2 items D3 & D4 (on page 3) say no fill. Clarify discrepancy and show area removed by fill that city need to be aware of that it needs to be kept “reasonably safe from flooding” during future development. There are places where the proposed floodway is wider than the regulatory floodway, owners will need to be notified. (SATISFIED) Cooper Creek forms are correct. However, while the models show tie-in of CC-1 at XS 1360, the incorrect values are provided on Form2 Section B (page 7 of MT form pdf). <3rd Review:As shown in MT-2 Form 2.B.1 (both Cooper and CC-1) upstream limits do not tie in within 0.5’. The scope of the map revision will need to be extended upstream (probably without needing to change the models) to a point where the 0.5’ match is achieved. For Cooper this appears to be XS 18596.96. It appears that CC-1 ties in upstream of route 288. (SATISFIED) Provide all geometries, flow files and steady state plans in same model (per stream) to facilitate review (i.e. contained as separate geometries and plans under a single .prj file). hydraulic backwater models of the 10, 50, 100, and 500-year flood for the following as applicable (DSACLC 6.6): (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) – 2nd review: What changes were made between current effective and the corrected effective? All references are to the 2011 CLOMR process.< Cross-sections are not georeferenced and no data provided to allow for review, also cross-sections currently show as crossing within HEC-RAS model.) 1st Review: Corrected Effective FIS Model. Make another copy< of approved pre-project model (copy geometry and plan within same .prj) and re-run in current version to show if there are changes in water surface due to running previously approved corrected effective/pre-project condition in the updated/current version of HEC-RAS. Allison 1st Response: Models have been updated to the same version but have remained as separate models as approved during the CLOMR process. Per our in-person meeting, this should be acceptable. (Satisfied) (Satisfied) Incorporate more detailed topographic information. <Recently survey data is provided on workmap. However, a certified topographic map is required for the pre-project corrections to the regulatory model. This map may also serve to explain differences in flowline described in comment 8 below. 3rd Review: Workmap (used as Certified Topographic Workmap) shows everything required of a Certified Topographic Workmap, except for the topography. However, the exhibit indicated as Survey provides this. While having a single exhibit is expected, we will accept the data on multiple sheets. Where LIDAR is used to determine the location of the proposed limits of the floodplain, between cross sections where survey topography is not generated, this needs to be shown somewhere, on one of these exhibits or another, as well. The survey exhibit does not show all the points used in the Post Project Modeling. In particular 14150 only includes one point in the channel. Other cross sections we checked that are missing points include 17020, 17400 and 17500. Provide missing points.< (Satisfied) (SATISFIED – Applicant states Corrected Effective and Pre-Project are same.) (Deferred to FEMA) – <3rd Review Table in report appears to show flood elevations increasing at XS 14598.35. However, this is not the case because the Corrected Existing and Post Project model are not at the same location as the Duplicate Effective (though they use the same name). It is confusing that these should have exactly the same name (to the decimal of feet) but not be at the same location. It is understood with the inclusion of more accurate survey of meandering and revisions or straightening that the stream lengths will not exactly match the XS names but they should at least fall between the names of the DE cross sections and to the extent possible should be roughly proportional of the distance between the DE sections. It is not reasonable that cross sections 17020 and 14598.35 should have 50’ between them. Update cross sections names as described above and put DE 14598.35 in its proper place in the table relative to the other profiles< and add DE XS 15713.63 to the table in its proper place. 2nd Review See figure, the bank stations do not bound the new channel centerline on a number of the added cross-sections. Verify cross-section numbering is appropriate, large discrepancies between the reach lengths and the cross-section numbering. Also, see additional modeling comments below. 1st review: <Post-Project (Proposed//Revised) Conditions FIS Model (DSACLC 6.7): (SATISFIED) (SATISFIED) (SATISFIED) <3rd review: It is not clear from narrative how slope was chosen for normal depth boundary at CC-1. It is based on the inverts of a sample downstream reach? the slope of the FIS profile? attempting to match a particular elevation? Why not use <known elevation from Cooper which appears to be relatively lower that elevations on CC-1? It could be possibly argued that Cooper Creek and CC-1 will have differential timing if that is the reason you are not applying Cooper water levels as known water levels for the boundary of CC-1. Provide more detail in narrative and source/method used to determine 0.006 slope if you continue to use this in the model<) – 2nd review: Provide additional clarification why the Tailwater was changed for CC-1 to Normal Depth instead of updating the Known Water Surface Elevation to the WSE at the confluence of CC-1 and Cooper Creek.) 1st review: The computed water surface elevation profiles must converge with the existing profiles. <CC-1 downstream condition does not match, describe how downstream condition was determined. (DSACLC 6.10) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) (SATISFIED) Areas adjacent to a stream that drains more than 1 square mile and are below the streams’ Base Flood Elevations are to be included in the Special Flood Hazard Area otherwise known as Zone A or Zone AE and do not qualify as an “Other Flood Area” otherwise known as Shaded Zone X. (SATISFIED) This is consistent with the map of the CLOMR (below) which showed the areas to be removed from the floodplain and the area in question with the same shading as the original Zone AE Special Flood Hazard Area/Floodplain. On the image to the left, weather a gap is left for the driveway is not clear but on the right the driveway is excluded and the balance of the area is shown as “floodway fringe” otherwise known as part of the Zone AE. Regardless, if the driveway area has not been filled it cannot be removed from the Zone AE. (SATISFIED) The direction from Michael Linder was that IF a DSA was provided showing the lost volume would not cause an impact and IF permission is received from TxDot (the owner of the property that needs to be filled) and THEN a deviation can be requested and IF approved fill can be placed, asbuilt and added to LOMR. If applicant wants to submit LOMR without doing all this then the area must be indicated as Zone AE floodplain and applicant can later apply for deviation to not have to submit a future CLOMR/LOMR for the driveway with requirements similar to the above. (SATISFIED) 2nd review: Area is by definition Zone AE if it is below the 100-year BFE. 1<st review: Area shown in grey on workmap and labeled as subject to “flooding due to backwater” must be included in proposed floodplain delineation on workmaps and annotated floodplain if the area is below adjacent flood elevations, using the same linestyles as other delineated proposed floodplain. (SATISFIED) Post-Project Model (CCPP) does not match elevations given in report as shown on exhibit below. Provide model matching report and exhibit or update report to match model. Update floodplain boundary on TxDOT frontage if necessary. Note also, name of model (CCPP) does not match model name given in MT form (LOMR). (SATISFIED) Model and exhibit incorporate revised grading along TxDOT frontage. However, it appears that obsolete spot elevations (not consistent with updated contours) are being shown (circled) on the certified topographic map. Update exhibit, consistent with points in model, such that both are based on latest survey data to be used for LOMR. LOMR - First Review (Markups) 1. (Incorporated into other comments) 2. (SATISFIED) 3. (SATISFIED) 4. (SATISFIED) 5. (SATISFIED) 6. (SATISFIED) 7. (SATISFIED) 8. (SATISFIED) 9. (SATISFIED) 10. (SATISFIED) 11. (SATISFIED) LOMR – MODEL COMMENTS: 1. (SATISFIED) 2. (SATISFIED) 3. (SATISFIED) 4. (SATISFIED) 5. (SATISFIED) END OF COMMENTS Prominence Square Ph 2B Southeast of intersection of Loop 288 and south of Highway 380 Review # 5 Permit No. L24-0001 3 of 9 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/04 Duplicat Effective Report.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.f05 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.f07 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.g03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.g03.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.o09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.o10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p09.comp_msgs.txt Steady Flow Simulation Version 4.0.0 March 2008 Finished Steady Flow Simulation Task Time Complete Process 4.24 sec Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p09.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p10.comp_msgs.txt Steady Flow Simulation Version 4.0.0 March 2008 Finished Steady Flow Simulation Task Time Complete Process 2.14 sec Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.p10.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.prj Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.r09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/cooper.r10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper18 L.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper19 L.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper20 L.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper21 L.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper22 L.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/Cooper23 L.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01a Duplicate Effective Hec-Ras ver. 4.1/FWDT - revised 12022009.xls Unnam Tribs, Veal, Whites Timber Swisher-Timber TC-2, WB-1, Swisher SB-1, SC-1, SC-1a PEC1a2,3,4,5 LC - PC - PEC-1 GS-HC-IC DF E -F-CC Stewart Prairie- Sharps- Stewart Pecan -Dam #16 Office - Pecan North Hickory-North Pecan Mustang Milam Lynchburg - Marshall Little Elm - Loving Hickory - Indian Golf Graveyard Griffiths Hicko Furneaux Fincher - Fletcher-Fox Elm Fork Trinity Elizabeth Dudley-Elizabeth Duck Creek Denton - Doe -Dry Fork Hickory Cottonwood Branch-trib Cooper - Copperas Clear Creek (2) Clear Creek Bakers-Bryant FLOODING SOURCE SECTION AREA (SQUARE FEET) FLOODWAY CROSS SECTION FLOODWAY DATA WITH FLOODWAY BASE FLOOD WATER SURFACE ELEVATION E F G H I J K L M N A B C D O P Q REGULATORY WITHOUT FLOODWAY FEDERAL EMERGENCY MANAGEMENT AGENCY DENTON COUNTY, TEXAS AND INCORPORATED AREAS MEAN VELOCITY (FEET PER SECOND) Bakers Branch - Bryant Branch Bakers Branch Indian Creek Little Elm Creek Loving Branch Mustang Creek Prairie Creek - Sharps Branch - Stewart Creek Stream PEC-1 Stream TC-2 - Stream WB-1 - Swisher Creek Swisher Creek - Timber Creek Timber Creek Clear Creek Duck Creek Milam Creek Elizabeth Creek Bryant Branch Floodway within government property fee and/or flowage easement limits Feet above confluence with Denton Creek Cooper Creek Copperas Branch Floodway within government property fee and/or flowage easement limits Cottonwood Branch Tributary 1 Denton Creek (Above Grapevine Lake) Feet above confluence with Elm Fork Trinity River along profile base line Doe Branch Feet above Little Elm Creek Feet above confluence with Pecan Creek below SCS Dam #16 Dry Fork Hickory Creek Feet above confluence with Hickory Creek Elevation computed without consideration of backwater from Hickory Creek Dudley Branch Elm Fork Trinity River (Above Lk. Lewisville) (Below Lk. Lewisville) Feet above confluence with Elm Fork Trinity River Feet above Missouri-Pacific Railroad Fincher Branch Fletcher Branch Fox Creek (Stream TC-1) Furneaux Creek R 481.6 3 Feet above confluence with Timber Creek Golf Course Creek Graveyard Branch Griffiths Creek 732 1 Feet above confluence with Marshall Branch Feet above confluence with Veal Springs Branch Feet above confluence with Loving Branch 1,500 2 2,171 1 3,733 1 6,165 1 13,500 2 20,140 2 22,340 2 2,350 3 S DISTANCE Feet above Elm Fork Trinity River along profile base line This width extends beyond government property fee and/or flowage easement limits Lynchburg Creek Marshall Branch Feet above Little Elm Creek along profile base line Office Creek 12,200 1 Feet above confluence with Stewart Creek 700 2 Feet from Bonnie Brae Road Feet from Mayhill Road T U V W X Prairie Creek Stewart Creek 72 3 2,700 1 6,800 1 9,600 1 10,850 1 12,875 1 15,815 1 18,720 1 22,350 1 25,082 1 27,512 1 29,652 1 9,440 2 11,000 2 12,750 2 14,600 2 6,300 3 11,140 3 14,915 3 20,380 3 26,600 3 Feet above confluence with Grapevine Lake Tributary 2 Tributary 3 Stream 6E1 Stream 6F1 Stream CC-1 Stream CC-2 WIDTH (FEET) Feet above confluence with Dudley Branch 12,100 1 Stream DF-1 Stream DF-2 Stream DF-3 Feet above confluence with Dry Fork Hickory Creek Stream FB-1 Stream HC-1 Stream IC-1 Stream IC-1A Feet above confluence with Indian Creek Stream LC-1 Stream PC-1 Stream PC-2 Stream PC-3 3,070 1 4,760 1 6,410 1 7,940 1 1,350 3 1,550 3 2,290 3 1,239 3 -- 2 -- 2 Feet above confluence with Lynchburg Creek Feet above confluence with Prairie Creek Stream PEC-1A 2,440 2 3,110 2 5,530 2 6,090 2 6,672 2 Feet above confluence with Stream PEC-1 Elevation computed without consideration of backwater from Pecan Creek below SCS Dam #16 Stream SB-1 Stream SC-1 Stream SC-1A Feet above confluence with Sharps Branch Feet above confluence with Stream SC-1 Stream TC-2 Stream WB-1 1,140 1 2,520 1 4,140 1 6,550 1 8,270 1 11,480 1 14,270 1 16,140 1 7,500 2 9,420 2 12,200 2 13,130 2 13,970 2 10,870 2 535.0 5 Cross sections A and B are located downstream of the Limit of Floodway Stream distance above confluence with Lewisville Lake Feet above confluence with Whites Branch Swisher Creek (Cont'd) Timber Creek (cont'd) Y Z AA AB AC AD AE AF AG AH Veal Springs Branch Whites Branch 2..8 14,050 1 16,650 1 18,250 1 20,250 1 24,370 1 26,820 1 29,170 1 33,470 1 36,845 1 41,655 1 43,755 1 47,555 1 49,705 1 54,990 1 57,240 1 60,565 1 63,065 1 64,265 2 66,905 2 72,065 2 76,225 2 78,535 2 81,535 2 83,285 2 84,785 2 AI Feet above confluence with Clear Creek Water-surface elevation computed without consideration of backwater effects from Clear Creek 620.6 2 621.5 2 Elizabeth 52,405 1 53,750 1 54,745 1 56,770 1 59,250 1 61,980 1 Hickory Creek Arm Stream GS-1 No floodway - Government Property and/or Flowage Easement Feet above Highland Village Road Feet above confluence with Hickory Creek Arm Tributary 1 Stream distance in feet above confluence with Lewisville Lake Stream PEC-2 Stream PEC-3 570 2 1,655 2 2,475 2 592.7 3 Stream PEC-4 3,625 2 4,795 2 5,426 2 1,225 1 Feet above confluence with Pecan Creek Tributary 1 Feet above confluence with Bryant Branch 2,070 3 1,760 4 2,375 4 3,250 4 3,870 4 3,925 4 5,875 4 6,050 1 6,350 1 7,100 1 7,650 1 7,850 1 8,150 1 8,275 1 8,475 1 8,600 1 Feet above confluence with Cottonwood Branch 3,750 3 4,350 3 2,820 3 4,930 3 3,570 1 6,421 1 8,230 1 10,180 1 11,690 1 12,700 1 13,650 1 15,070 1 16,240 1 18,250 1 3,170 2 5,290 2 6,700 2 7,930 2 9,760 1 10,980 1 Feet above confluence with Stewart Creek Tributary 1 13,750 1 18,465 1 19,130 1 19,700 1 20,920 1 21,475 1 22,680 1 25,840 1 28,620 1 27,870 1 2,640 2 4,900 2 2,981 2 5,532 2 7,137 2 9, 445 2 12,029 2 13,704 2 15,629 2 25,722 2 Feet above confluence with Lake Lewisville *3 2,673 1 8,700 1 17,920 1 25,335 1 3,960 1 740 2 1,485 2 2,440 2 2,520 2 3,970 2 5,360 2 7,405 2 8,355 2 9,765 2 1,998 1 10,028 1 11,476 1 14,549 1 15,806 1 18,415 1 20,365 1 2,930 1 10,200 1 12,350 1 15,120 1 17,890 1 24,460 1 26,850 1 Feet above confluence with Elm Fork of the Trinity River Feet above confluence with Furneaux Creek Feet above confluence with Stream IC-1 Sharps Branch Creek (Continued) 34,780 1 36,680 1 37,710 1 39,390 1 40,750 1 42,780 1 43,970 1 45,190 1 46,770 1 49,450 1 51,830 1 6,175 2 8,030 2 9,745 2 12,245 2 13,855 2 17,060 2 18,900 2 20,000 2 22,560 2 24,180 2 25,570 2 27,260 2 29,000 2 30,720 2 33,410 2 Dudley Branch - Elizabeth Creek 38,575 1 46,400 1 112,494 2 124,975 2 130,377 2 135,370 2 139,643 2 146,373 2 Elm Fork Trinity River (Above Lake Lewisville) - Elm Fork Trinity River (Below Lake Lewisville) Stream DF-1 - Stream DF-2 - Stream DF-3 - Stream FB-1 6,437 1 8,103 1 9,026 1 13,235 1 15,661 1 17,894 1 23,163 1 INCREASE 2,170 2 4,270 2 8,910 2 10,410 2 12,460 2 North Hickory Creek - North Pecan Creek 870 1 3,200 1 6,810 1 8,160 1 10,990 1 15,990 1 17,620 1 19,690 1 21,970 1 24,000 1 24,505 1 25,280 1 26,550 1 28,000 1 28,700 1 29,490 1 30,950 1 DISTANCE 1 970 2 2,250 1 5,850 1 7,880 1 10,190 1 11,150 1 1,300 1 2,625 1 5,450 1 7,540 1 8,950 1 10,140 1 11,260 1 12,680 1 1,975 1 3,000 1 4,230 1 17,433 1 Pecan Creek (Below SCS Dam #16) Fincher Branch - Fletcher Branch - Fox Creek (Stream TC-1) Elevation computed without consideration of backwater effects from Timber Creek Cooper Creek - Copperas Branch Feet above confluence with Cooper Creek 8,760 1 5,706 1 Feet above Trinity Road 12,555 2 13,900 2 14,265 2 14,376 2 14,736 2 14,850 2 15,510 2 20,935 2 22,177 2 22,839 2 24,571 2 AJ AK AL Water-surface elevation computed without consideration of backwater effects from Lewisville Lake 2,111 2 3,924 2 4,530 2 3,270 2 Stream PEC-5 Feet above confluence with Pecan Creek -- 5 Feet above confluence with Fincher Branch 539 2 1,953 2 3,045 2 4,468 2 5,337 2 7,491 2 8,661 2 875 3 2,690 3 3,870 3 2,180 4 3,420 4 4,800 4 1,625 4 2,912 4 Stream 6D3 - Stream 6E1 -Steam 6F1 - Stream CC1 - Stream CC2 G-I 4 Cross-sections G-I located in Collin County N 2 Stream 6D3 1 Cross-section N located upstream of limit of floodway Cross-section E upstream of limit of floodway 14,025 1 N 2 Cross-section N upstream of limit of floodway Cross-section M upstream of limit of floodway C 3 8,500 3 Cross-section C located in Collin County (Below Grapevine Lake) 17,240 4 11,500 4 15,190 4 19,790 4 32,420 4 38,500 4 43,120 4 49,050 4 50,750 4 52,700 4 54,230 4 56,140 4 58,110 4 Golf Course Creek - Graveyard Branch - Griffiths Creek - Hickory Creek 815 1 888 1 1,228 1 1,571 1 2,351 1 81 2 551 2 4,826 3 7,818 3 9,767 3 12,373 3 16,765 3 17,850 3 21,200 3 23,840 3 27,110 3 32,460 3 38,340 3 41,480 3 44,030 3 47,300 3 49,430 3 52,990 3 55,680 3 59,545 3 61,950 3 73,835 1 75,935 1 77,685 1 79,625 1 81,945 1 85,415 1 88,995 1 90,745 1 92,595 1 95,915 1 97,215 1 99,025 1 10,2375 1 5,200 3 8,390 3 12,950 3 15,950 3 17,830 3 19,605 3 22,370 3 25,080 3 26,075 3 29,305 3 30,425 3 32,270 3 27,720 3 Little Elm Creek - Loving Branch Lynchburg Creek - Marshall Branch 14,800 1 330 4 North Hickory Creek North Pecan Creek Office Creek - Pecan Creek (Above Little Elm Creek) Pecan Creek (Above SCS Dam #16) DISTANCE 1 (-)17,500 (-)13,350 (-)10,550 (-)8,350 (-)5,750 (-)3,800 (-)100 Stream LC-1 - Stream PC-1 - Stream PC-2 - Stream PC-3 - Stream PEC-1 (-)5,450 4 (-)4,250 4 (-)1,250 4 185 4 2,750 4 4,400 4 6,040 4 7,350 4 9,920 4 11,925 4 14,740 4 9,190 4 10,400 4 11,100 4 11,950 4 A 3 B 3 5,360 2 6,170 2 7,045 2 7,715 2 8,030 2 9,210 2 9,615 2 10,390 2 1,615 3 3,630 3 4,945 3 5,850 3 6,920 3 8,000 3 -- 4 Unnamed Tributary to Bryant Branch Unnamed Tributary to Stream PEC-1 6,330 3 6,980 3 7,150 3 16,030 4 18,320 4 18,730 4 21,750 4 Unnamed Tributary to Bryant Branch - Unnamed Tributary to Stream PEC-1 Veal Springs Branch - Whites Branch TABLE 8 A - D Cross-sections A - D are located in Dallas County 21,260 2 22,370 2 39,200 2 47,210 2 C-E 1 40,600 3 43,800 3 46,200 3 51,100 3 4,750 4 6,500 4 8,600 4 10,750 4 13,700 4 16,550 4 18,600 4 20,400 4 24,080 4 28,990 4 34,300 4 38,700 4 580.3 5 581.2 5 Cross sections C through E are located in Dallas County E-G 650 3 7,056 3 170,385 4 172, 335 4 177,265 4 188,885 4 192,685 4 195,305 4 197,905 4 200,355 4 204,055 4 206,330 4 209,725 4 212,125 4 M 5 Feet above confluence of Cottonwood Branch Tributary 2 Cross sections E through G located in Collin County Feet above confluence with West Fork Trinity River Feet from State Highway 114 17,350 1 19,000 1 20,620 1 22,755 1 24,225 1 (-)3190 2 (-)1220 2 (-)110 2 24,320 3 -- 4 Pecan Creek (Above Little Elm Creek) Pecan Creek (Above SCS Dam # 16) 15,350 2 7,670 3 9,330 3 10,750 3 12,880 3 15,400 3 16,460 3 18,060 3 22,810 3 23,930 3 25,610 3 28,300 3 31,170 3 32,830 3 29,510 3 20,070 3 550 4 2,480 4 4,680 4 35,500 3 26,560 3 34,210 3 Pecan Creek (Below SCS Dam # 16) A-E 1 3,940 2 4,290 2 4,620 2 4,970 2 5,320 2 5,450 2 2,280 3 6,230 3 7,770 3 4,855 3 3,440 3 1,100 3 8,020 4 10,250 4 12,100 4 14,020 4 16,480 4 15,230 4 820 5 2,735 5 4,235 5 Stream GS-1 - Stream HC-1 - Stream IC-1 - Stream IC-1A Cottonwood Branch - Cottonwood Branch Tributary 1 Denton Creek (Above Grapevine Lake) Hickory Creek Arm Tributary 1 - Hickory Creek Arm Tributary 2 Indian Creek Denton Creek (Below Grapevine Lake) - Doe Branch Dry Fork Hickory Creek Stewart Creek Tributary 1 - Stewart Creek Tributary 2 Stewart Creek Tributary 3 Stream SB-1 - Stream SC-1 - Stream SC-1A Stream PEC-1A - Stream PEC-2 - Stream PEC-3 Stream PEC-4 - Stream PEC-5 Feet above Swisher Road Feet above State Highway 423 (on Stewart Creek) Feet above State Highway 423 Feet above City of Corinth corporate limits 774 1 10,405 1 8,328 1 2,618 1 11,504 1 12,320 1 13,760 1 16,348 1 17,758 1 19,702 1 22,051 1 24,016 1 25,353 1 27,385 1 29,015 1 29,552 1 30,442 1 32,286 1 33,912 1 35,885 1 1 18.00 46.00 5.95 587.00 587.00 587.20 0.20 105.00 348.00 3.00 562.60 562.60 563.60 1.00 70.00 218.00 4.80 566.50 566.50 567.00 0.50 120.00 241.00 4.30 571.60 571.60 572.10 0.50 542.40 542.40 542.50 0.10 556.80 556.80 556.90 0.10 99.00 647.00 1.20 562.70 562.70 563.70 1.00 133.00 831.00 5.20 600.80 600.80 601.60 0.80 190.00 1100.00 3.90 612.70 612.70 613.60 0.90 190.00 1048.00 4.10 615.40 615.40 616.20 0.80 235.00 1276.00 3.10 635.20 635.20 636.20 1.00 1.00 1.00 3.00 2.00 4.00 5.00 29344.89 93.50 686.01 16.21 507.55 507.55 507.69 0.15 30935.84 500.21 2550.72 4.36 517.92 517.92 517.89 -0.03 33294.59 118.90 787.36 14.13 520.29 520.29 520.30 0.01 34641.40 170.00 1734.54 6.41 529.57 529.57 529.57 0.00 35390.88 230.73 1849.28 6.01 531.02 531.02 531.00 -0.02 36743.00 99.25 934.02 9.40 533.86 533.86 534.22 0.37 40105.00 144.59 1011.87 8.35 543.29 543.29 543.46 0.17 41835.00 244.00 1250.84 6.76 552.47 552.47 552.50 0.02 44342.00 243.00 1775.28 4.76 564.10 564.10 564.81 0.71 46391.00 450.00 3718.65 2.21 567.76 567.76 568.50 0.74 48871.00 916.91 6878.90 1.12 569.50 569.50 570.08 0.58 48999.63 794.85 4608.72 1.67 569.74 569.74 570.29 0.55 50374.00 374.51 1243.89 6.20 572.21 572.21 572.19 -0.02 51860.00 153.29 1220.00 5.17 578.24 578.24 578.65 0.41 53865.45 262.00 611.80 8.28 582.56 582.56 582.63 0.08 54994.15 469.00 1967.61 2.57 587.62 587.62 587.60 -0.03 61211.82 390.11 1182.17 3.58 601.37 601.37 601.71 0.34 63493.40 372.51 1373.94 3.08 608.49 608.49 608.55 0.07 64512.38 557.95 1263.36 3.35 611.02 611.02 611.09 0.07 65215.00 226.09 634.36 2.78 612.38 612.38 612.35 -0.03 67648.59 223.88 451.45 3.91 618.82 618.82 618.94 0.12 70217.00 670.30 1307.58 1.35 627.98 627.98 628.10 0.12 1.00 130.00 419.00 3.50 563.20 563.20 563.70 0.50 98.00 523.00 2.80 563.90 563.90 564.60 0.70 90.00 400.00 3.80 569.10 569.10 569.90 0.80 250.00 417.00 3.40 571.20 571.20 571.20 0.00 89.00 369.00 3.80 571.40 571.40 571.40 0.00 87.00 397.00 3.50 571.80 571.80 571.80 0.00 42.00 136.00 10.20 571.60 571.60 571.60 0.00 139.00 292.00 3.60 577.60 577.60 578.60 1.00 66.00 147.00 7.20 577.70 577.70 578.50 0.80 1235.97 9713.38 1.39 452.88 452.88 453.13 0.25 255.50 3853.17 3.50 453.06 453.06 453.33 0.27 251.20 2586.13 5.22 453.33 453.33 453.58 0.25 1850.10 4167.78 3.24 460.22 460.22 460.19 -0.03 266.00 1861.95 7.13 465.64 465.64 465.64 0.00 334.00 1397.32 9.51 469.57 469.57 469.52 -0.04 237.00 2050.00 6.48 476.86 476.86 476.82 -0.04 262.03 1038.37 11.79 489.14 489.14 489.24 0.10 418.00 2794.22 4.38 496.82 496.82 496.80 -0.02 397.00 2872.90 4.26 498.03 498.03 498.03 0.00 443.00 2899.78 4.22 500.18 500.18 500.33 0.15 208.00 1382.49 8.86 501.34 501.34 501.57 0.23 1.00 2.00 1 100.00 750.00 7.90 536.60 536.60 536.70 0.10 125.00 883.00 6.70 545.80 545.80 546.80 1.00 150.00 934.00 6.40 555.30 555.30 555.90 0.60 201.00 979.00 4.90 565.20 565.20 566.20 1.00 150.00 898.00 5.30 571.00 571.00 571.60 0.60 175.00 944.00 4.50 585.00 585.00 585.10 0.10 121.00 355.00 8.40 594.50 594.50 594.50 0.00 160.00 227.00 5.90 606.40 606.40 606.40 0.00 115.00 499.00 4.70 614.70 614.70 615.50 0.80 81.00 394.00 4.10 629.00 629.00 629.80 0.80 140.00 670.00 1.80 642.40 642.40 643.20 0.80 90.00 334.00 3.70 650.40 650.40 651.40 1.00 50.00 201.00 2.90 658.70 658.70 659.00 0.30 60.00 160.00 3.60 666.00 666.00 667.00 1.00 125.00 533.00 4.80 537.00 0.00 96.00 525.00 4.50 538.50 538.50 538.50 0.00 76.00 408.00 5.00 541.70 541.70 542.00 0.30 69.00 379.00 5.30 545.40 545.40 545.60 0.20 70.00 273.00 5.60 552.70 552.70 552.90 0.20 55.00 277.00 5.30 560.50 560.50 561.00 0.50 1.00 4.00 2.00 5.00 3.00 1 569.50 569.50 570.30 0.80 135.00 543.00 6.60 538.00 538.00 538.70 0.70 100.00 562.00 6.40 544.50 544.50 545.30 0.80 113.00 601.00 6.00 551.40 551.40 552.40 1.00 100.00 925.00 3.90 562.60 562.60 562.70 0.10 128.00 883.00 4.10 563.10 563.10 563.60 0.50 100.00 368.00 6.80 572.00 572.00 572.40 0.40 140.00 518.00 2.50 576.30 576.30 577.00 0.70 42.00 180.00 4.80 577.70 577.70 578.00 0.30 539.50 539.50 540.40 0.90 180.00 786.00 4.40 549.10 549.10 549.70 0.60 151.00 655.00 3.20 555.70 555.70 556.70 1.00 58.00 302.00 6.90 564.60 564.60 564.80 0.20 90.00 482.00 4.40 571.40 571.40 572.30 0.90 112.00 365.00 4.10 578.00 578.00 578.00 0.00 1.00 3.00 2.00 4.00 1 82.00 127.00 8.60 628.80 628.80 628.80 0.00 210.00 1271.00 1.30 593.70 593.70 594.70 1.00 72.00 349.00 4.80 596.00 596.00 596.80 0.80 73.00 327.00 5.10 599.90 599.90 600.70 0.80 147.00 815.00 2.10 602.10 602.10 602.40 0.30 37.00 107.00 9.70 606.00 606.00 606.00 0.00 62.00 163.00 6.30 612.70 612.70 612.70 0.00 63.00 338.00 4.70 593.10 593.00 0.30 52.00 307.00 5.20 599.80 599.80 599.80 0.00 150.00 577.00 2.80 611.80 611.80 612.80 1.00 120.00 961.00 4.70 601.70 601.70 602.00 0.30 80.00 430.00 9.90 611.80 611.80 611.80 0.00 40.00 385.00 10.30 617.70 617.70 617.70 0.00 50.00 214.00 15.60 619.50 619.50 619.50 0.00 240.00 867.00 6.80 628.10 628.10 629.10 1.00 250.00 256.00 6.40 633.30 633.30 633.30 0.00 180.00 555.00 3.00 636.50 636.50 637.10 0.60 120.00 266.00 4.50 639.40 639.40 640.30 0.90 225.00 553.00 2.30 589.60 589.60 589.60 0.00 220.00 463.00 2.60 594.60 594.60 595.00 0.40 145.00 298.00 2.60 598.10 598.10 598.10 0.00 131.00 185.00 4.20 601.80 601.80 601.90 0.10 1.00 4.00 2.00 3.00 1 538.80 538.80 539.00 0.20 100.00 581.00 4.20 544.30 544.30 545.30 1.00 186.00 712.00 3.40 555.10 555.10 555.80 0.70 190.00 715.00 3.40 559.80 559.80 560.80 1.00 72.00 439.00 6.90 516.50 516.50 516.50 0.00 127.00 1091.00 2.10 534.70 534.70 534.80 0.10 87.00 36.00 4.80 539.40 539.40 540.20 0.80 110.00 632.00 3.90 529.90 529.90 530.00 0.10 64.00 427.00 5.70 536.80 536.80 537.10 0.30 50.00 138.00 9.10 546.70 546.70 546.70 0.00 50.00 423.00 3.00 553.80 553.80 554.20 0.40 103.00 304.00 4.30 545.90 545.90 545.90 0.00 538.30 538.30 539.20 0.90 350.00 1347.00 3.80 541.80 541.80 542.70 0.90 350.00 1290.00 3.50 550.30 550.30 551.10 0.80 247.00 1084.00 4.20 556.10 556.10 556.70 0.60 150.00 606.00 6.30 568.00 568.00 568.10 0.10 200.00 733.00 5.30 573.30 573.30 574.30 1.00 350.00 4590.00 0.70 593.70 593.70 593.80 0.10 337.00 2459.00 1.20 593.70 593.70 593.80 0.10 112.00 505.00 5.90 600.00 600.00 600.20 0.20 500.00 596.00 5.00 609.30 609.30 609.30 0.00 100.00 307.00 5.80 621.80 621.80 622.40 0.60 1.00 4.00 2.00 3.00 1 73.00 219.00 5.20 539.40 539.40 539.50 0.10 73.00 292.00 3.50 541.70 541.70 542.40 0.70 78.00 208.00 4.90 543.80 543.80 544.50 0.70 74.00 253.00 3.40 546.50 546.50 547.40 0.90 71.00 175.00 4.90 549.30 549.30 550.00 0.70 93.00 302.00 2.80 551.50 551.50 552.40 0.90 150.00 1669.00 1.60 580.00 580.00 580.90 0.90 200.00 1887.00 2.10 585.30 585.30 586.10 0.80 160.00 3318.00 0.70 606.30 606.30 607.30 1.00 200.00 1445.00 1.70 606.30 606.30 607.30 1.00 100.00 377.00 6.50 613.20 613.20 613.90 0.70 200.00 922.00 2.50 622.70 622.70 623.40 0.70 342.00 3584.00 1.50 570.40 570.40 570.60 0.20 126.00 871.00 6.00 571.10 571.10 571.90 0.80 90.00 683.00 5.40 579.20 579.20 580.00 0.80 95.00 774.00 3.90 590.60 590.60 590.60 0.00 107.00 484.00 5.00 603.40 603.40 604.00 0.60 105.00 286.00 8.40 614.60 614.60 614.60 0.00 87.00 447.00 5.40 579.60 579.60 579.90 0.30 43.00 255.00 9.40 598.00 598.00 598.00 0.00 73.00 339.00 5.60 612.60 612.60 612.60 0.00 1.00 4.00 2.00 5.00 3.00 1 200.00 645.00 5.70 593.30 593.30 593.70 0.40 200.00 748.00 4.90 606.10 606.10 607.10 1.00 110.00 481.00 7.70 616.10 616.10 616.80 0.70 201.00 739.00 4.70 632.70 632.70 633.60 0.90 150.00 430.00 5.60 637.00 637.00 637.30 0.30 250.00 1356.00 3.80 626.10 626.10 626.60 0.50 251.00 1087.00 4.70 630.40 630.40 630.50 0.10 350.00 2197.00 1.70 640.70 640.70 641.70 1.00 299.00 1188.00 3.10 644.50 644.50 645.30 0.80 201.00 686.00 5.40 651.00 651.00 651.80 0.80 300.00 1273.00 2.10 657.50 657.50 657.70 0.20 249.00 1011.00 2.60 660.50 660.50 661.40 0.90 150.00 618.00 4.30 668.40 668.40 669.20 0.80 280.00 1247.00 3.40 628.00 628.00 628.40 0.40 200.00 770.00 5.60 631.30 631.30 631.30 0.00 200.00 1317.00 3.30 635.30 635.30 635.90 0.60 151.00 337.00 3.70 632.90 632.90 632.90 0.00 1.00 2.00 248.00 1139.00 5.90 486.30 486.30 486.30 0.00 274.00 1635.00 4.10 495.30 495.30 496.10 0.80 206.00 945.00 7.10 498.00 498.00 498.40 0.40 265.00 701.00 7.00 509.00 509.00 509.10 0.10 288.00 1442.00 3.40 513.00 513.00 513.00 0.00 200.00 714.00 6.90 523.10 523.10 523.40 0.30 266.00 774.00 6.30 526.20 526.20 526.90 0.70 79.00 392.00 3.30 482.00 482.00 482.10 0.10 53.00 142.00 9.20 488.60 488.60 488.60 0.00 58.00 189.00 6.90 501.50 501.50 501.50 0.00 100.00 483.00 5.20 585.30 585.30 586.20 0.90 140.00 592.00 4.20 594.00 594.00 595.00 1.00 140.00 521.00 4.80 601.30 601.30 602.30 1.00 43.84 277.37 5.09 607.58 607.58 607.85 0.27 59.12 280.59 4.31 613.82 613.82 613.82 0.00 1.00 4.00 2.00 3.00 1 260.00 1326.00 5.30 544.30 544.30 545.10 0.80 210.00 942.00 7.40 550.70 550.70 551.10 0.40 400.00 1414.00 4.50 564.90 564.90 565.40 0.50 360.00 2022.00 4.20 570.30 570.30 570.90 0.60 380.00 2260.00 3.70 571.50 571.50 572.40 0.90 400.00 2068.00 4.00 572.60 572.60 573.60 1.00 370.00 1874.00 4.40 580.00 580.00 580.50 0.50 300.00 1646.00 5.00 581.40 581.40 582.30 0.90 330.00 1806.00 4.63 586.50 586.50 587.20 0.70 180.00 692.00 5.90 600.20 600.20 600.70 0.50 245.00 852.00 4.80 618.40 618.40 619.10 0.70 235.00 1219.00 2.50 572.00 572.00 572.00 0.00 754.00 2896.00 0.70 582.80 582.80 582.80 0.00 160.00 759.00 3.80 591.40 591.40 592.40 1.00 1.00 3.00 2.00 1 275.00 1884.00 5.50 464.70 464.70 465.40 0.70 424.00 2095.00 4.70 475.50 475.50 476.30 0.80 200.00 1638.00 6.00 484.20 484.20 485.00 0.80 425.00 2165.00 4.60 487.90 487.90 488.80 0.90 150.00 1600.00 4.80 499.60 499.60 500.40 0.80 137.00 905.00 6.80 506.40 506.40 506.40 0.00 260.00 1685.00 2.90 523.10 523.10 523.70 0.60 96.00 820.00 6.20 535.30 535.30 536.00 0.70 84.00 481.00 7.90 549.70 549.70 550.00 0.30 91.00 353.00 6.90 560.90 560.90 561.20 0.30 64.00 323.00 7.60 570.30 570.30 570.80 0.50 180.00 748.00 6.30 564.10 564.10 564.20 0.10 180.00 911.00 5.20 574.90 574.90 575.00 0.10 224.00 964.00 4.90 588.00 588.00 589.00 1.00 150.00 682.00 4.90 601.40 601.40 602.10 0.70 800.00 11775.00 1.50 529.50 529.50 530.30 0.80 700.00 5072.00 3.50 534.60 534.60 535.20 0.60 526.00 3705.00 4.80 542.70 542.70 543.70 1.00 427.00 3245.00 3.50 558.00 558.00 558.50 0.50 790.00 3538.00 3.20 569.30 569.30 570.00 0.70 500.00 2838.00 4.00 587.30 587.30 587.80 0.50 1.00 4.00 2.00 3.00 1 539.80 539.80 540.60 0.80 400.00 3319.00 5.10 546.70 546.70 547.60 0.90 650.00 4760.00 3.10 551.30 551.30 552.20 0.90 400.00 2973.00 5.10 556.70 556.70 557.50 0.80 650.00 5036.00 3.00 561.20 561.20 562.10 0.90 450.00 3461.00 4.20 564.30 564.30 565.10 0.80 750.00 5056.00 2.80 569.20 569.20 570.10 0.90 700.00 450.00 2843.00 4.90 571.20 571.20 572.10 0.90 2580.00 350.00 4896.00 2.90 581.10 581.10 581.70 0.60 4580.00 400.00 2996.00 4.70 582.30 582.30 583.10 0.80 6920.00 400.00 2806.00 4.60 586.50 586.50 587.20 0.70 9170.00 659.00 3994.00 3.10 592.50 592.50 593.30 0.80 12240.00 570.00 3794.00 4.80 597.50 597.50 598.30 0.80 14100.00 300.00 1788.00 6.50 599.40 599.40 600.10 0.70 16820.00 150.00 693.00 9.90 609.20 609.20 609.10 -0.10 18130.00 200.00 837.00 7.80 613.10 613.10 613.40 0.30 20740.00 200.00 564.00 7.80 621.10 621.10 621.40 0.30 22570.00 200.00 634.00 4.00 629.30 629.30 630.20 0.90 25050.00 150.00 433.00 4.10 635.40 635.40 636.40 1.00 25830.00 50.00 222.00 8.00 637.50 637.50 637.90 0.40 27770.00 47.00 396.00 3.90 646.10 646.10 646.60 0.50 29610.00 56.00 329.00 3.70 652.80 652.80 653.30 0.50 30810.00 60.00 268.00 3.30 656.20 656.20 657.00 0.80 32280.00 59.00 191.00 0.70 660.40 660.40 661.10 0.70 1.00 2.00 1 117.00 808.00 5.80 542.20 542.20 542.90 0.70 91.00 768.00 6.10 553.00 553.00 553.90 0.90 120.00 649.00 6.90 561.20 561.20 561.70 0.50 87.00 703.00 4.80 579.20 579.20 579.90 0.70 770.00 6234.00 3.00 542.50 542.50 543.50 1.00 876.00 7603.00 2.50 544.50 544.50 545.40 0.90 905.00 8653.00 2.20 546.00 546.00 546.80 0.80 1229.00 10484.00 2.40 547.50 547.50 548.20 0.70 1170.00 10140.00 2.30 549.70 549.70 550.60 0.90 1141.00 8255.00 2.90 550.80 550.80 551.80 1.00 1081.00 8836.00 2.70 553.80 553.80 554.70 0.90 1190.00 11101.00 2.10 555.40 555.40 556.30 0.90 1162.00 11023.00 2.10 557.10 557.10 558.00 0.90 1193.00 11685.00 2.00 557.70 557.70 558.60 0.90 870.00 7839.00 3.00 561.20 561.20 561.60 0.40 790.00 5292.00 4.50 562.90 562.90 563.40 0.50 716.00 6332.00 3.70 567.50 567.50 568.08 0.58 779.00 6621.00 3.60 569.70 569.70 570.30 0.60 977.00 9990.00 2.40 571.80 571.80 572.50 0.70 998.00 9966.00 2.40 572.70 572.70 573.50 0.80 1066.00 8596.00 2.40 573.40 573.40 574.30 0.90 1109.00 8527.00 2.40 574.60 574.60 575.60 1.00 216.00 763.00 2.60 682.20 682.20 683.20 1.00 110.00 365.00 5.30 690.20 690.20 691.00 0.80 142.00 293.00 4.20 701.60 701.60 702.20 0.60 1.00 3.00 2.00 4.00 1 650.00 6791.00 3.00 619.00 619.00 620.00 1.00 400.00 4311.00 4.80 621.80 621.80 622.70 0.90 650.00 5775.00 3.60 627.50 627.50 628.30 0.80 650.00 7260.00 2.90 630.80 630.80 631.70 0.90 450.00 3589.00 5.80 634.70 634.70 635.50 0.80 270.00 2624.00 7.90 647.50 647.50 648.40 0.90 900.00 4999.00 4.20 653.30 653.30 654.00 0.70 800.00 5020.00 4.10 658.60 658.60 659.50 0.90 849.00 4563.00 4.60 664.10 664.10 664.90 0.80 607.00 4732.00 4.40 671.50 671.50 672.20 0.70 500.00 3674.00 5.70 675.10 675.10 675.90 0.80 1014.00 11327.00 1.80 676.10 676.10 677.10 1.00 1005.00 7951.00 2.60 676.60 676.60 677.60 1.00 672.00 5074.00 4.10 678.40 678.40 679.30 0.90 505.00 3431.00 6.10 679.60 679.60 680.60 1.00 600.00 5604.00 3.70 683.00 683.00 683.70 0.70 485.00 5175.00 4.00 685.70 685.70 686.60 0.90 200.00 630.00 3.20 629.00 629.00 629.30 0.30 150.00 397.00 5.10 637.50 637.50 638.10 0.60 120.00 409.00 3.20 656.20 656.20 657.00 0.80 38.00 116.00 4.80 660.40 660.40 661.00 0.60 25.00 101.00 1.40 668.90 668.90 669.50 0.60 1.00 2.00 1 2450.00 703.00 5988.00 2.40 550.50 550.50 551.50 1.00 4225.00 310.00 3185.00 4.50 553.70 553.70 554.40 0.70 5375.00 606.00 5868.00 2.50 555.80 555.80 556.50 0.70 6050.00 675.00 7049.00 2.00 556.20 556.20 557.00 0.80 7250.00 771.00 8056.00 1.80 557.10 557.10 557.90 0.80 9000.00 906.00 8624.00 1.70 560.00 560.00 560.50 0.50 10300.00 693.00 5157.00 2.80 561.00 561.00 561.80 0.80 11550.00 682.00 5274.00 2.70 563.00 563.00 563.80 0.80 12400.00 712.00 5365.00 2.70 564.30 564.30 565.20 0.90 13750.00 766.00 6074.00 2.40 566.00 566.00 566.90 0.90 14950.00 894.00 6190.00 2.30 567.50 567.50 568.40 0.90 16050.00 716.00 5406.00 2.70 569.10 569.10 570.00 0.90 17550.00 735.00 4932.00 2.90 570.90 570.90 571.80 0.90 1.00 2.00 1 1450.00 1121.00 8572.00 2.00 561.00 561.00 562.00 1.00 4520.00 409.00 4086.00 4.30 564.30 564.30 565.20 0.90 5100.00 377.00 3459.00 5.10 566.00 566.00 566.80 0.80 6240.00 314.00 3612.00 4.90 569.30 569.30 570.20 0.90 7140.00 265.00 3123.00 5.40 571.80 571.80 572.70 0.90 8930.00 550.00 5516.00 3.10 574.70 574.70 575.60 0.90 10740.00 586.00 4520.00 3.70 576.80 576.80 577.80 1.00 12540.00 392.00 4115.00 4.20 583.30 583.30 584.00 0.70 13480.00 466.00 4849.00 3.60 584.30 584.30 585.30 1.00 14570.00 477.00 3546.00 4.90 587.20 587.20 587.80 0.60 15675.00 681.00 4633.00 3.80 589.90 589.90 590.60 0.70 17350.00 461.00 3397.00 2.60 595.80 595.80 596.80 1.00 19340.00 256.00 1519.00 5.90 601.70 601.70 602.50 0.80 20220.00 178.00 1374.00 5.80 605.30 605.30 606.20 0.90 21690.00 172.00 1692.00 4.70 611.60 611.60 612.40 0.80 22980.00 160.00 1320.00 6.10 615.50 615.50 616.10 0.60 24020.00 218.00 1608.00 5.00 618.90 618.90 619.60 0.70 24790.00 297.00 1626.00 4.90 620.90 620.90 621.60 0.70 26180.00 176.00 1304.00 5.70 625.70 625.70 626.50 0.80 27000.00 202.00 1612.00 4.60 628.40 628.40 629.20 0.80 27905.00 186.00 1275.00 5.80 630.60 630.60 631.60 1.00 28730.00 234.00 1530.00 4.50 635.30 635.30 636.10 0.80 30335.00 191.00 2490.00 2.70 645.80 645.80 646.10 0.30 31400.00 202.00 1749.00 3.90 646.40 646.40 647.00 0.60 33040.00 370.00 2620.00 2.70 652.10 652.10 653.10 1.00 34785.00 290.00 1012.00 4.40 655.50 655.50 656.30 0.80 36355.00 170.00 1166.00 3.30 665.50 665.50 666.00 0.50 1.00 1 537.00 537.00 537.70 0.70 125.00 422.00 6.30 544.90 544.90 544.90 0.00 125.00 499.00 4.70 553.00 553.00 553.60 0.60 125.00 643.00 3.70 559.80 559.80 560.30 0.50 169.00 588.00 4.00 567.70 567.70 568.20 0.50 200.00 683.00 3.40 574.80 574.80 575.70 0.90 347.00 2485.00 4.50 582.50 582.50 583.30 0.80 280.00 1872.00 6.00 590.10 590.10 591.00 0.90 290.00 2111.00 5.30 593.80 593.80 594.60 0.80 600.00 3220.00 3.50 598.10 598.10 598.80 0.70 1.00 3.00 2.00 4.00 1 2942.00 17270.00 2.00 543.40 543.40 544.20 0.80 2650.00 17873.00 1.90 544.80 544.80 545.40 0.60 3066.00 15214.00 2.30 546.40 546.40 547.00 0.60 2586.00 13690.00 2.50 548.20 548.20 548.70 0.50 2428.00 12827.00 1.90 550.30 550.30 550.80 0.50 3210.00 19104.00 1.30 553.10 553.10 553.70 0.60 2495.00 17247.00 1.40 556.90 556.90 557.20 0.30 1961.00 10637.00 2.30 557.50 557.50 558.00 0.50 1778.00 8724.00 2.80 558.90 558.90 559.70 0.80 2052.00 10768.00 2.20 562.90 562.90 563.80 0.90 1920.00 11702.00 2.10 564.50 564.50 565.50 1.00 1854.00 11066.00 2.30 566.50 566.50 567.30 0.80 1749.00 10708.00 2.40 570.10 570.10 570.70 0.60 2342.00 3.50 549.80 549.80 550.30 0.50 320.00 1931.00 4.20 560.20 560.20 561.20 1.00 320.00 1786.00 4.20 573.50 573.50 574.50 1.00 350.00 1404.00 3.30 580.80 580.80 581.80 1.00 231.00 844.00 5.50 587.90 587.90 588.50 0.60 197.00 793.00 3.80 595.40 595.40 596.40 1.00 230.00 961.00 3.20 610.30 610.30 611.30 1.00 250.00 1392.00 2.00 617.80 617.80 618.40 0.60 290.00 899.00 3.00 621.60 621.60 622.40 0.80 200.00 666.00 3.20 628.80 628.80 629.30 0.50 59.00 290.00 7.20 635.70 635.70 635.70 0.00 204.00 898.00 2.10 642.70 642.70 643.50 0.80 150.00 315.00 3.80 651.60 651.60 652.10 0.50 1.00 3.00 2.00 4.00 1 33.00 227.00 4.10 537.00 537.00 538.00 1.00 33.00 204.00 4.60 537.30 537.30 538.20 0.90 43.00 178.00 5.70 538.50 538.50 539.40 0.90 18.00 64.00 9.10 541.00 541.00 541.30 0.30 25.00 76.00 5.80 552.00 552.00 552.10 0.10 10.00 58.00 5.00 539.20 539.20 540.00 0.80 12.00 47.00 5.20 543.80 543.80 544.10 0.30 495.00 2727.00 5.60 453.30 453.30 453.40 0.10 381.00 3406.00 4.50 459.20 459.20 459.20 0.00 310.00 2907.00 5.30 463.40 463.40 463.40 0.00 790.00 4481.00 3.40 469.50 469.50 470.00 0.50 290.00 2906.00 5.20 474.70 474.70 474.80 0.10 1293.00 6193.00 4.00 475.60 475.60 475.60 0.00 1013.00 5257.00 3.80 480.60 480.60 480.90 0.30 1092.00 5371.00 4.50 488.20 488.20 489.00 0.80 1078.00 4148.00 4.40 490.20 490.20 490.70 0.50 500.00 4186.00 2.60 504.60 504.60 505.40 0.80 300.00 2329.00 4.70 512.90 512.90 513.30 0.40 375.00 2609.00 4.80 520.90 520.90 521.60 0.70 500.00 3720.00 3.30 529.10 529.10 530.00 0.90 480.00 2437.00 3.10 536.30 536.30 537.00 0.70 449.00 2265.00 3.40 544.00 544.00 544.80 0.80 350.00 1400.00 5.40 556.60 556.60 557.20 0.60 90.00 544.00 10.60 569.10 569.10 569.50 0.40 120.00 551.00 5.90 590.30 590.30 590.50 0.20 90.00 457.00 3.10 618.80 618.80 619.00 0.20 1.00 3.00 2.00 1 81.00 406.00 7.60 564.60 564.60 564.60 0.00 165.00 972.00 3.20 578.20 578.20 578.90 0.70 179.00 1082.00 2.90 592.90 592.90 593.60 0.70 60.00 191.00 10.20 612.40 612.40 612.40 0.00 375.00 1965.00 4.30 618.20 618.20 618.60 0.40 230.00 536.00 5.80 644.30 644.30 644.50 0.20 200.00 691.00 4.10 653.80 653.80 654.30 0.50 100.00 349.00 4.00 547.60 547.60 547.90 0.30 49.00 201.00 7.50 552.80 552.80 553.00 0.20 1200.00 13606.00 3.50 560.60 560.60 560.80 0.20 1500.00 17083.00 2.80 563.60 563.60 564.10 0.50 1099.00 10902.00 4.30 564.80 564.80 565.50 0.70 1099.00 12236.00 3.80 567.90 567.90 568.60 0.70 1700.00 14513.00 3.20 579.90 579.90 580.50 0.60 2200.00 16759.00 2.40 586.60 586.60 587.10 0.50 900.00 6159.00 6.70 593.50 593.50 594.20 0.70 400.00 4935.00 8.30 602.70 602.70 603.10 0.40 500.00 7092.00 5.80 608.30 608.30 608.70 0.40 900.00 12423.00 3.30 611.30 611.30 611.90 0.60 1350.00 16794.00 2.50 612.20 612.20 612.90 0.70 1100.00 10962.00 3.80 613.50 613.50 614.30 0.80 1100.00 13444.00 3.10 615.80 615.80 616.70 0.90 1.00 4.00 2.00 3.00 1 2343.00 620.00 3892.00 6.00 450.30 450.30 450.30 0.00 4605.00 782.00 3724.00 3.90 455.00 455.00 455.00 0.00 5982.00 282.00 2916.00 5.00 456.50 456.50 456.60 0.10 7014.00 190.00 1655.00 8.80 458.10 458.10 458.40 0.30 7946.00 189.00 1847.00 7.90 460.10 460.10 460.90 0.80 9154.00 273.00 2442.00 6.00 462.40 462.40 463.30 0.90 10973.00 394.00 3075.00 4.80 471.00 471.00 471.10 0.10 13258.00 344.00 2630.00 5.60 476.40 476.40 476.40 0.00 14578.00 383.00 1744.00 8.30 478.70 478.70 479.50 0.80 15534.00 376.00 1389.00 10.50 483.30 483.30 483.30 0.00 16953.00 184.00 1148.00 6.80 489.70 489.70 490.50 0.80 18222.00 319.00 1316.00 5.70 493.40 493.40 494.00 0.60 18904.00 269.00 1079.00 7.00 496.90 496.90 497.80 0.90 19786.00 67.00 500.00 15.00 504.20 504.20 504.20 0.00 20404.00 250.00 2129.00 3.50 509.30 509.30 509.30 0.00 21689.00 374.00 786.00 5.70 513.80 513.80 513.80 0.00 22634.00 360.00 1542.00 4.90 515.40 515.40 515.40 0.00 23116.00 241.00 963.00 11.30 519.00 519.00 519.00 0.00 24153.00 346.00 3219.00 2.50 525.20 525.20 525.70 0.50 25155.00 238.00 1865.00 4.30 526.70 526.70 527.40 0.70 26526.00 232.00 1573.00 4.00 530.60 530.60 530.80 0.20 28886.00 249.00 1581.00 4.00 539.60 539.60 539.70 0.10 31247.00 68.00 446.00 7.70 548.80 548.80 549.10 0.30 1.00 250.00 1070.00 7.60 552.00 552.00 552.20 0.20 280.00 1420.00 4.60 577.10 577.10 577.40 0.30 280.00 1718.00 3.80 584.30 584.30 585.20 0.90 250.00 1440.00 4.10 594.40 594.40 595.40 1.00 289.00 1531.00 3.10 604.10 604.10 604.90 0.80 300.00 1970.00 1.70 623.50 623.50 624.40 0.90 150.00 647.00 3.40 629.50 629.50 630.30 0.80 403.00 1696.18 2.98 554.54 554.54 555.54 1.00 250.00 954.37 3.49 566.56 566.56 567.14 0.50 193.14 616.29 4.13 579.42 579.42 579.65 0.30 163.00 585.69 4.34 585.97 585.97 585.95 -0.04 250.00 1693.34 1.43 600.26 600.26 600.44 0.10 187.61 456.19 4.75 610.01 610.01 610.64 0.63 305.00 1944.53 1.12 619.40 619.40 619.91 0.52 217.00 791.17 2.74 627.09 627.09 627.88 0.78 200.00 334.06 6.49 636.82 636.82 636.91 0.08 102.00 532.00 7.10 482.00 0.00 117.00 552.00 5.50 488.30 488.30 488.30 0.00 72.00 350.00 8.60 500.40 500.40 500.40 0.00 48.00 218.00 12.00 512.10 512.10 512.60 0.50 41.00 204.00 12.80 519.80 519.80 520.30 0.50 35.00 128.00 11.60 530.30 530.30 530.30 0.00 1.00 3.00 2.00 1 2600.00 7467.00 2.00 545.20 545.20 546.20 1.00 213.00 2751.00 2.90 548.40 548.40 549.30 0.90 5390.00 21737.00 1.00 451.50 451.50 451.90 0.40 2789.00 13353.00 1.60 452.70 452.70 453.00 0.30 608.00 5753.00 3.00 454.20 454.20 454.20 0.00 210.00 2680.00 3.40 455.70 455.70 456.00 0.30 2890.00 6767.00 3.10 458.80 458.80 458.80 0.00 2796.00 12063.00 1.70 461.20 461.20 461.20 0.00 1.00 2.00 1 659.00 4943.00 5.60 638.10 638.10 638.80 0.70 799.00 9194.00 3.00 649.90 649.90 649.90 0.00 709.00 7404.00 3.70 650.90 650.90 651.20 0.30 624.00 6818.00 4.00 653.40 653.40 653.80 0.40 625.00 5155.00 5.40 656.60 656.60 657.20 0.60 869.00 8206.00 3.50 663.00 663.00 663.80 0.80 800.00 6118.00 4.70 666.20 666.20 666.90 0.70 983.00 7770.00 3.70 670.10 670.10 670.90 0.80 1021.00 7662.00 3.70 675.20 675.20 676.00 0.80 944.00 7186.00 3.80 685.40 685.40 686.40 1.00 773.00 5766.00 4.70 693.20 693.20 694.20 1.00 691.00 4679.00 5.80 695.20 695.20 695.90 0.70 544.00 5538.00 4.90 701.40 701.40 702.20 0.80 546.00 5229.00 5.20 704.90 704.90 705.60 0.70 700.00 6859.00 3.70 713.00 713.00 714.00 1.00 648.00 6676.00 3.80 722.80 722.80 723.80 1.00 474.00 4705.00 4.60 731.00 731.00 731.80 0.80 1.00 1 151.00 1061.00 8.10 453.80 453.80 454.70 0.90 150.00 1280.00 6.70 459.70 459.70 460.10 0.40 169.00 1775.00 4.00 466.20 466.20 466.50 0.30 179.00 1056.00 6.70 479.40 479.40 479.40 0.00 113.00 766.00 5.50 488.80 488.80 489.10 0.30 106.00 573.00 4.70 501.40 501.40 501.40 0.00 103.00 441.00 3.30 538.50 538.50 538.50 0.00 2640.00 16588.00 3.50 570.80 570.80 571.80 1.00 2451.00 19448.00 3.00 574.20 574.20 575.20 1.00 2340.00 17410.00 3.30 577.50 577.50 578.40 0.90 2148.00 22711.00 2.70 583.20 583.20 583.60 0.40 2191.00 18581.00 3.30 584.70 584.70 585.30 0.60 1873.00 16174.00 2.30 588.20 588.20 589.10 0.90 1482.00 13111.00 2.80 590.10 590.10 591.00 0.90 997.00 6420.00 5.70 596.00 596.00 596.40 0.40 940.00 9279.00 4.00 604.60 604.60 605.30 0.70 930.00 10664.00 3.60 608.20 608.20 608.90 0.70 787.00 7957.00 4.80 611.00 611.00 611.70 0.70 697.00 8045.00 4.70 615.10 615.10 615.90 0.80 670.00 7316.00 5.20 619.10 619.10 620.00 0.90 626.00 6620.00 4.10 624.50 624.50 625.50 1.00 855.00 6821.00 4.00 631.50 631.50 632.40 0.90 1.00 2.00 1 4800.00 741.00 4094.00 4.00 623.00 0.90 7290.00 462.00 3996.00 4.00 624.00 624.00 624.60 0.60 8320.00 419.00 3241.00 4.90 625.40 625.40 626.10 0.70 9190.00 480.00 3826.00 4.20 627.50 627.50 628.20 0.70 10100.00 562.00 3763.00 4.20 629.80 629.80 630.40 0.60 11830.00 615.00 4729.00 3.40 633.80 633.80 634.80 1.00 12860.00 533.00 4297.00 3.70 635.30 635.30 636.30 1.00 13820.00 524.00 4038.00 4.40 637.40 637.40 638.20 0.80 15110.00 440.00 4397.00 4.00 639.60 639.60 640.60 1.00 16000.00 357.00 3090.00 5.70 641.60 641.60 642.60 1.00 16840.00 377.00 3235.00 5.40 644.30 644.30 645.10 0.80 17380.00 418.00 3244.00 5.40 645.80 645.80 646.70 0.90 19820.00 642.00 4452.00 3.90 653.40 653.40 654.10 0.70 21400.00 543.00 4360.00 4.50 656.20 656.20 657.00 0.80 22260.00 497.00 3514.00 5.50 658.80 658.80 659.40 0.60 23630.00 467.00 4044.00 4.80 663.50 663.50 664.20 0.70 25080.00 519.00 4140.00 4.70 667.00 667.00 667.90 0.90 26160.00 534.00 4357.00 4.50 670.20 670.20 671.10 0.90 27160.00 562.00 5258.00 3.70 672.00 672.00 673.00 1.00 28330.00 452.00 3371.00 5.80 674.80 674.80 675.70 0.90 29770.00 461.00 3781.00 5.10 680.20 680.20 681.20 1.00 31470.00 449.00 3741.00 5.20 685.40 685.40 686.30 0.90 33020.00 682.00 4931.00 3.90 690.90 690.90 691.90 1.00 1.00 2.00 1 434.00 6816.00 4.10 453.30 453.30 453.40 0.10 337.00 5026.00 4.10 453.50 453.50 453.60 0.10 499.00 3198.00 3.20 468.30 468.30 468.80 0.50 1300.00 5966.00 1.60 470.40 470.40 471.10 0.70 1100.00 8589.00 1.80 931.60 931.60 932.50 0.90 628.00 5443.00 2.90 932.60 932.60 933.50 0.90 566.00 4101.00 3.80 555.90 555.90 556.90 1.00 500.00 4155.00 3.80 566.00 566.00 566.70 0.70 675.00 3549.00 4.90 581.00 0.90 450.00 3699.00 4.20 587.00 587.00 587.40 0.40 500.00 3942.00 3.70 592.00 592.00 593.00 1.00 326.00 2884.00 5.10 597.80 597.80 598.10 0.30 425.00 2766.00 5.20 604.50 604.50 605.50 1.00 350.00 2998.00 4.80 613.50 613.50 614.00 0.50 425.00 3412.00 4.20 615.60 615.60 616.40 0.80 450.00 2869.00 5.00 619.50 619.50 620.00 0.50 400.00 2784.00 3.80 625.60 625.60 626.10 0.50 300.00 1493.00 4.60 637.10 637.10 637.90 0.80 599.00 2259.00 3.10 649.20 649.20 649.60 0.40 410.00 2698.00 2.30 660.70 660.70 661.70 1.00 1.00 4.00 2.00 5.00 3.00 1 1100.00 12338.00 0.80 552.10 552.10 552.10 0.00 380.00 1337.00 7.60 556.40 556.40 556.60 0.20 609.00 2366.00 3.30 576.00 576.00 577.00 1.00 492.00 2378.00 3.20 598.10 598.10 598.80 0.70 100.00 886.00 3.20 558.90 558.90 559.90 1.00 85.00 603.00 5.30 583.90 583.90 583.90 0.00 2525.00 22797.00 3.10 582.90 582.90 582.90 0.00 2043.00 16040.00 4.40 585.50 585.50 585.60 0.10 2225.00 23434.00 3.00 592.50 592.50 592.50 0.00 3260.00 33137.00 2.10 600.90 600.90 601.30 0.40 2350.00 20237.00 3.50 607.50 607.50 607.90 0.40 2270.00 20005.00 3.50 610.50 610.50 611.10 0.60 2000.00 17589.00 4.00 614.50 614.50 615.20 0.70 2386.00 21272.00 3.10 620.60 620.60 621.10 0.50 3330.00 29175.00 2.70 624.40 624.40 624.90 0.50 2530.00 20055.00 3.30 626.10 626.10 627.00 0.90 2207.00 24275.00 2.70 633.10 633.10 633.40 0.30 1900.00 17359.00 3.80 635.50 635.50 636.10 0.60 1.00 4.00 2.00 5.00 3.00 619.50 3337.59 3.01 542.97 542.97 542.97 0.00 567.45 3376.44 2.98 547.20 547.20 547.20 0.00 955.55 5750.77 1.75 561.36 561.36 561.36 0.00 575.25 2566.47 3.92 565.12 565.12 565.11 -0.01 560.00 3930.03 2.31 568.94 568.94 569.45 0.60 505.00 3035.87 2.99 570.32 570.32 571.02 0.70 417.88 3038.67 2.98 574.54 574.54 575.02 0.48 436.00 2300.38 3.16 581.09 581.09 581.53 0.40 464.00 2544.72 2.75 585.25 585.25 585.48 0.23 224.16 1225.89 4.68 590.64 590.64 590.87 0.30 159.60 1081.26 5.30 599.44 599.44 599.79 0.36 137.00 716.85 6.70 604.35 604.35 604.57 0.22 230.00 1366.78 3.51 612.71 612.71 612.90 0.19 277.98 773.03 3.78 621.15 621.15 621.35 0.20 73.00 377.54 7.74 627.81 627.81 628.01 0.20 428.90 1285.78 2.27 634.57 634.57 634.58 0.01 120.23 436.70 6.69 635.28 635.28 635.42 0.14 79.41 291.16 2.88 642.96 642.96 643.09 0.13 132.00 231.30 3.62 651.89 651.89 652.03 0.14 29.52 31.59 4.78 661.94 661.94 661.89 -0.04 80.00 347.00 5.50 559.70 559.70 559.90 0.20 58.00 288.00 5.10 568.90 568.90 569.90 1.00 38.00 149.00 4.32 570.20 570.20 571.00 0.80 32.00 166.00 3.90 573.60 573.60 573.60 0.00 27.00 128.00 4.98 574.60 574.60 574.80 0.20 91.00 388.00 1.65 577.70 577.70 577.70 0.00 22.00 105.00 5.65 580.70 580.40 580.70 0.30 1.00 2.00 1 86835.00 2182.00 15065.00 5.80 650.90 650.90 651.50 0.60 91095.00 1999.00 23312.00 3.30 657.60 657.60 658.40 0.80 93375.00 2155.00 25293.00 3.50 661.00 661.00 661.70 0.70 94825.00 2109.00 24415.00 3.60 662.60 662.60 663.40 0.80 97025.00 2167.00 24939.00 3.50 665.50 665.50 666.30 0.80 102585.00 2340.00 29254.00 3.00 673.50 673.50 674.30 0.80 105955.00 1847.00 22017.00 4.00 676.80 676.80 677.60 0.80 109875.00 1795.00 20635.00 4.30 681.90 681.90 682.80 0.90 114455.00 1792.00 24431.00 3.60 689.70 689.70 690.50 0.80 118795.00 1857.00 27739.00 3.20 693.70 693.70 694.70 1.00 120635.00 1880.00 23490.00 3.70 695.40 695.40 696.40 1.00 122655.00 2175.00 27398.00 3.20 697.50 697.50 698.50 1.00 1.00 1 2611.00 22900.00 4.00 542.40 542.40 543.30 0.90 2253.00 20467.00 4.40 545.90 545.90 546.60 0.70 2613.00 24874.00 3.70 550.10 550.10 550.80 0.70 3431.00 27735.00 3.30 552.20 552.20 553.10 0.90 3767.00 32304.00 554.60 554.60 555.60 1.00 4119.00 58629.00 1.60 560.60 560.60 560.90 0.30 2369.00 19819.00 4.60 561.70 561.70 562.20 0.50 2955.00 27700.00 3.30 565.80 565.80 566.70 0.90 2988.00 31510.00 2.90 574.60 574.60 575.50 0.90 2837.00 25776.00 3.60 578.70 578.70 579.70 1.00 1963.00 29646.00 3.10 590.20 590.20 590.90 0.70 2095.00 28276.00 3.30 591.70 591.70 592.40 0.70 2501.00 28626.00 3.20 595.00 595.00 595.60 0.60 2347.00 23142.00 4.00 598.00 598.00 598.80 0.80 3371.00 33448.00 2.80 604.60 604.60 605.30 0.70 3661.00 33849.00 2.70 606.50 606.50 607.30 0.80 3853.00 51991.00 1.80 611.90 611.90 612.80 0.90 3277.00 39022.00 2.40 618.00 618.00 618.70 0.70 2713.00 27836.00 3.30 619.80 619.80 620.30 0.50 2822.00 25870.00 3.40 622.80 622.80 623.70 0.90 3560.00 29944.00 2.90 627.60 627.60 628.50 0.90 3837.00 35563.00 2.50 630.00 630.00 631.00 1.00 2944.00 24845.00 3.50 632.30 632.30 633.10 0.80 2604.00 21393.00 4.10 636.80 636.80 637.60 0.80 2266.00 17601.00 5.00 639.80 639.80 640.40 0.60 2147.00 19889.00 4.40 647.30 647.30 647.90 0.60 1.00 2.00 1 210.00 1459.00 3.90 477.10 477.10 477.60 0.50 149.00 1476.00 3.80 485.90 485.90 486.70 0.80 99.00 1090.00 5.20 493.60 493.60 494.40 0.80 80.00 688.00 8.20 504.70 504.70 505.50 0.80 80.00 805.00 4.80 521.60 521.60 522.30 0.70 100.00 682.00 5.60 529.00 529.00 529.80 0.80 70.00 602.00 5.50 532.20 532.20 532.80 0.60 80.00 542.00 6.10 540.70 540.70 541.30 0.60 99.00 573.00 4.00 550.00 550.00 550.40 0.40 35.00 283.00 8.10 557.30 557.30 557.30 0.00 538.50 538.50 539.50 1.00 250.00 13384.00 2.70 548.40 548.40 549.30 0.90 250.00 20238.00 1.80 573.40 573.40 573.40 0.00 230.00 15983.00 0.40 573.40 573.40 573.40 0.00 1.00 2.00 3.00 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.f05 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.f07 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.g03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.g03.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.O09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.O10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.p09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.p09.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.p10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.p10.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.prj Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.r09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.r10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/01b Duplicate Effective Hec-Ras ver. 6.3.1/CooperCreekDE.rep Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.f05 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.f07 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g01 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g01.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g02 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g02.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.g03.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.O01 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.O02 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.O03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.O09 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.O10 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.p01 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.p02 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.prj Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/02 Corrected Effective Hec-Ras ver. 6.3.1/2011CLOMR.rasmap Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/Backup.g01 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.f01 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.f02 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.f05 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.f07 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.g02 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.g02.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.O03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.O04 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.p03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.p03.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.p04 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.p04.hdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.prj Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.r03 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.r04 Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.rasmap Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/03 Post Project Hec-Ras ver. 6.3.1/CCPP.rep Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/05 Duplicate Effective Summary - Floodway.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/06 Duplicate Effective Summary - Multi-Flow.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/07 Corrected Effective Report.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/08 Corrected Effective Floodway Summary.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/09 Corrected Effective Multi-flow Summary.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/10 Post Project report.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/11 Post Project Summary - Floodway.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/12 Post Project Summary - Multi-Flow.pdf Prominence Square L24-0001/APPENDIX 'A' - COOPER CREEK/CCPP MULTI-FLOW SUMMARY-obsolete.pdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/04 Duplicate Effective Report.pdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.f01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.f02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.g01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.O01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.O02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.p01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.p01.comp_msgs.txt Steady Flow Simulation Version 4.1.0 Jan 2010 Finished Steady Flow Simulation Task Time Complete Process 0.39 sec Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.p02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.p02.comp_msgs.txt Steady Flow Simulation Version 4.1.0 Jan 2010 Finished Steady Flow Simulation Task Time Complete Process 0.58 sec Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.prj Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.r01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01a Duplicate Effective Hec-Ras ver. 4.1/cc1de.r02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.f01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.f02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.g01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.g01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.O01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.O02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.p01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.p01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.p02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.p02.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.prj Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.r01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.r02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/01b Duplicate Effective Hec-Ras ver. 6.3.1/2011CC1DE.rep Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.f01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.f02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.g01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.g01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.O01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.O02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.p01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.p01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.p02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.p02.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.prj Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.r01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/02 Corrected Effective Hec-Ras ver. 6.3.1/CC1CLOMR.r02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.f01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.f02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.g01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.g01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.O01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.O02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.p01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.p01.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.p02 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.p02.hdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.prj Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/03 Post Project Hec-Ras ver. 6.3.1/CC1LOMR.r01 Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/05 Duplicate Effective Floodway Summary.pdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/06 Duplicate Effective Multi-flow Summary.pdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/07 Corrected Effective Report.pdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/08 Corrected Effective Floodway Summary.pdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/09 Corrected Effective Multi-flow Summary.pdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/10 Post Project Report.pdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/11 Post Project Floodway Summary.pdf Prominence Square L24-0001/APPENDIX 'B' - STREAM CC-1/12 Post Project Multi-flow Summary.pdf Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Existing.pdf Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Flow-chart.pdf Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Hydrograph Comparison.pdf Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Letter.pdf Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/PP 4 of 5.PDF Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/PP 5 of 5.PDF Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Proposed.pdf Prominence Square L24-0001/Prominence Square Hydrology/Prominence Square Hydrology/Transmittal.pdf Prominence Square L24-0001/L24-0001 4th Submittal Comment Response Letter.pdf Prominence Square L24-0001/L24-0001 4th Submittal LOMR Wokrmap _ Exhibits.pdf Prominence Square L24-0001/L24-0001 4th Submittal MT-2 FORMS.pdf