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Alexander Ct-SY080207 NO' NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 7,2008 Mr. Syed Qayum, CFM National LOMR Technical Manager Michael Baker Jr., Inc. 3601 Eisenhower Avenue Alexandria, VA 22304 Re: FEMA Letter of Map Revision (LOMR) Application - Grapevine Creek NDMCE Project No. 07-026 LOMR Case No. 07-06-2203P Dear Mr. Qayum: - This is in response to your letter dated January 7, 2008 regarding the above referenced LOMR request. Five items of additional information were requested in your letter and we have made revisions to the submittal accordingly. Here we provide your comments in bold with our responses following. Item 1: Plea~e submit a copy of the. inc;livid,ual legal notice sent to all property owners affected bY -any wid~nin-g and/or sh'ifting of the Special Flood Hazard Area, the area that would be in'undated by the. base (I...perc.entannual-chance) flood, and/or any increases in the Base Flood Elevation (BFE). The notice must include a descriptive explanation of these changes. Please follow the template for this letter on page 17 of the instructions for the MT-2 Application/Certification forms, which may be accessed at http://www.fema. gov/pdf/fl rm/mt-2. pdf. The properties affected by this LOMR request were identified and individual notices with copies of the existing and proposed FIRMs were sent to all owners. Copies of the letters mailed on February 7,2008 are included in this submittal under Exhibit 1. Item 2: Paragraph 65.6(a)(2) of the National Flood Insurance Program regulations states that to avoid discontinuities between revised and unrevised flood data, hydraulic analyses must have a logical transition between revised BFEs and those developed previously for areas not affected by the revision. Our review revealed that the submitted post-project conditions hydraulic model for Grapevine Creek does not tie into the effective hydraulic analysis within 0.5 foot at the upstream end of the revised reach. Please provide a revised hydraulic model for Grapevine Creek that ties into the effective hydraulic analysis within 0.5 foot, or within 0.0 feet if practical. Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 After addressing the items in this letter, relocating cross section 30130, and adjusting the reach lengths in the revised hydraulic model, the water surface elevation at cross section 30130 is now 502.05-ft which is 0.14-ft lower than the effective model's water surface elevation at this cross section. Cross Natural Section Effective Imported I Mod-Eff (FEMA) HEC-2 HEC-RAS HEC-RAS 23900 482.51 I 482.51 482.51 24000(3) 483.10 483.11 24100 483.39 24200(4) 483.95 483.99 I 24300(5) 484.53 484.55 24500 483.72 24930 485.16 485.17 25000(6) 484.98 485.01 25085 484.00 484.07 25135 485.91 485.96 25185 486.76 486.63 25235 487. 1 0 487.09 25285 486.07 485.81 25335 I 488.60 I 488.67 25370 484.76 25385 I 488.75 I 488.82 25470 488.80 488.86 485.89 Denton Ta'p 25500 489.54 489.80 485.96 25550 I 486.04 25585 489.49 489.73 25635 I 489.14 489.40 25685 489.79 490.09 486.13 25725 489.99 490.23 486.42 25785 490.43 490.63 25820 490.47 490.70 487.28 26170 490.59 490.82 I 487.33 26300 I 487.57 26550 491.16 491.48 26700 488.26 26880 I 491.83 492.09 489.82 27050 492.42 492.56 490.23 27400 494.68 494.94 492.31 27540 494.67 495.07 492.8 Bethel Road 27570 494.91 495.27 493.63 27620 495.60 495.29 493.96 27900 496.40 30130 502.19 502.95 I 502.05 Item 3: Please address the following comments regarding the submitted post-project conditions HEC-RAS hydraulic models, or provide an explanation for each. a. Our review revealed that the contraction and expansion loss coefficients at Cross Sections 25550 and 27620, which Were 0.1 and 0.3, respectively. do not reflect modeling practices generally accepted in HEC-RAS. Contraction and expansion loss coefficients of 0.3 and 0.5 respectively may be more appropriate. The contraction and expansion loss coefficients at cross sections 25550 and 27620 have been changed to 0.3 and 0.5 respectively. b. Please revise the post-project conditions hydraulic model so that the left and right encroachment stations at Cross Sections 23900,27400, and27900 are located at the left or right channel bank stations or in the floodway fringe, the area between the channel bank station and the limits of thEf base floodplain. The encroachment stations at these cross sections have been revised so that they all are now at the left or right channel bank, or in the floodway fringe. Hard copies and electronic copies of the updated multiple profile and floodway revised computer models are included under the Computer Runs section of this submittal. Item 4: The submitted work map entitled, "Sheet 1, Floodplain Work Map," dated November 2007, prepared by your firm, dc)'es not include the flow line, floodway and floodplain delineations between Cross Sections 27900 and 30130. Please submit a revised topographic work map. certified by a registered professional engineer using an appropriate scale, that reflects any changes resulting from Items 2 and 3 above, and contains all applicable items listed in Section C of Application/Certification Form 2, entitled "Riverine Hydrola9Y & Hydraulics Form," including the following: a. The effective boundary gelineations of the regulatory tloodway" base floodplain, and O.2-percenrannual-chance floodplain and how they tie into the post-project conditions boundary delineations at the upstream and downstream limits of the revi~ion areaj b. The topographic information, with labeled contour lines, used for the floodway and flOOdplain boundary delineations; c. The locations and alignments at the cross ,sections used in the hydraulic analysiSj d. A north arrow, the." sc~le, and the vertical dt:ltum; and e. The flow Ii'ne used in th"e hydraulic m,odel. A revised Floodplain Work Map with all the required information is included in this submittal under Exhibit 2. Item 5: Please submit a copy of a certified, annotated Flood Insurance Rate Map (FIRM), at the scale of the effective FIRM, which reflects any revisions made to the floodway and floodplain boundary delineations as a result of Items 2 through 4. A proposed FIRM is included under Exhibit 3 of this submittal. Don.t hesitate to contact me if you have any questions regarding the information listed above. Thank you for your assistance. Sincerely, NATHAN D. MAIER CONSULTING ENGINEERS, INC. {//~700 OdaJy~ C. Johnson, EIT De$ign Engineer P: (214) 739-4741 F: (214) 739-5961 E: oiohnson@ndmce.com Co: Ken Griffin, P.E. GRAPEVINE CREEK LOMR APPLICATION In The Reach UPSTREAM OF BETHEL ROAD TO DOWNSTREAM OF DENTON TAP ROAD For ALEXANDER COURT RESIDENTIAL DEVELOPMENT Property Located In The Northwest Comer Of Denton Tap Road And Bethel Road CITY OF COPPELL, DALLAS COUNTY, TEXAS Prepared for MIRA MAR DEVELOPMENT CORPORATION 6003 Sunderland Drive Colleyville, Texas 76034 Prepared by Nathan D. Maier Consulting Engineers, Inc. Revision February 2008 NDM Job Number 07-03-024 TABLE OF CONTENTS I. EXHIBITS 1. Copies of "Notifications of Modification of the 1 % Annual Chance Floodplain Mapping for Grapevine Creek" sent to affected property owners. 2. Floodplain Work Map 3. Proposed FIRM II. COMPUTER RUNS 1. HEC-RAS Revised Effective Multiple Profile Model 2. HEC-RAS Revised Effective Floodway Model 3. Electronic Copies of Hydraulic Models I EXHIBITS 1. Copies of "Notifications of Modification of the 1 % Annual Chance Floodplain . Mapping for Grapevine Creek" sent to affected property owners. 2. Floodplain Work Map 3. Proposed FIRM EXH I,Brr 1 C@piesfJf'(!N(!jfifieatipfl'$, 0.( M@cJifi(f;:ati@!-1 of tf.1e 1"9/0. AmnC/.aJ. 'CmafJee 'P/eOd.t>faftl ,Mapping...fop G'paFYettjme~ Gte~ltJ sent te affe.Gted jDfG'P'E?.rtY, bW'n:er$ NOM NATHAN D. MAIER CONSULTINGENGINEERS,INC.. February 6, 2008 John D. & Angela Dorise 141 Meadow Creek Rd. Coppell, TX 75019-4020 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (100-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along . Grapevine Creek. This redefinition.of the existing floodplain from the St. Louis Railroad to approximately 120Q-ft east of Denton Tap is based on more detailed topography and the'expans~on of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 120Q-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 20Q-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum .widening of 70-ft occurs approximately SOQ-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek_. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, ~&k~~J Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Stephen S. Cheng 249 Rosemount Ct. Coppell, TX 75019-4547 RE: NOTIFICATION of modification of the 1% Annual Chance-Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (100-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. pecreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 120Q-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOQ-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface .elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, ~~C~~l~ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas. Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER CONS.ULTINGENGINEERS, INC. February 6, 2008 Homeowners Association of Summit at the Springs Inc. P.O. Box 1814 Cappell, TX 75019-1814 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (lOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point l200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 20Q-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOD-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downst'ream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect .o~ your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, w~~c~~~ cA Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO' NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Paul & Vivian C. Youn 747 Lexington Ave. Coppell, TX 75019-4525 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (lOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 120Q-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 120Q-ft east of Denton Tap Ro.ad. The maximwn narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs apprpximately 50D-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect op your property, you may Contact me at 214-739-4741 during normal office hours. Sincerely, ~c:.k~~o\ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 David Ernest & Karen A. Hanson 251 Staton Ct. Coppell, TX 75019-4598 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FI~) for a community depicts land that has been determined to be subject to a 1% (lOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48l13C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 120Q-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 120Q-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOD-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, kvL,,-c~ '~d\ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Scott N & Beth A. Oishi 260 Staton Ct. Coppell, TX 75019-4598 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (lOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48l13C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floOdplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOQ-ft upstream of Bethel Road, and the maximum shifting occurs approximately 4SQ-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes. to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, [\.AJ\.uk~ b~ 0\ Michael H. Boyd, PE Executive Vice President Two Park Lane Place I 8080 Park Lane I Suite 600 I Dallas, Texas 75231 I (214) 739-4741 NO NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Timothy E. & Cynthia E. Boyle Cheek 256 Staton Ct. Coppell, TX 75019-4598 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (lOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 120Q-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map RevisioThwill result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 7Q-ft occurs app.roximately 5-0Q-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, tlMv~~~ Michael H. Boyd, PE Executive Vice President Two Park Lane Place I 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Thomas W. & Susan R. Rutledge 715 Lexington Ave. Coppell, TX 75019-4525 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping' For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subj.ect to a 1% (IOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C01S5 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 120Q-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annu~l chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately 50Q-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floOdplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, tv\;: vkc~ 12l a\ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 I Dallas, Texas 75231 / (214) 739-4741 NOM NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Philip A. Jr. & Tinna J. Berkebile 752 Lexington Ave. Coppell, TX 75019-4526 RE: NOTIFICATION of modification of the 1% Annual Chance FloOdplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (lOa-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revislon will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOD-ft upstream of Bethel Road, and the maximum shifting occurs approximately 4S0-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, Nc--~ ~ ~ 0\ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER CONS'ULTlNG ENGINEERS, JNC~ February 6, 2008 Michael W. & Mary Ann P. Dimmel 526 Country Ln. Coppell, TX 75019-5129 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (IOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 120Q-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOO-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may. contact me at 214-739-4741 during normal office hours. Sincerely, ~ c:~L~~~j\ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER ,CO'N,SU'LTING ENGI.NEERSt lNe. February 6, 2008 Alan R. & Patricia M. Naul 522 Country Ln. Coppell, TX 75019-5129 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (100-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 120Q-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 20Q-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of th€ 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Dento~ Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately 500-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, ~~k~~l~ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas. Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER CONSULTING' ENGINEERS, INC. February 6, 2008 Joe w. & Jill C. Womack 518 Country Ln. Cappell, TX 75019-5129 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (IOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 120Q-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 20Q-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOO-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to ipform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, ~ ~L-. (u-f~~ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER .CONSULTINGENGINEERS, lNe. February 6, 2008 R. Kirk & Julei M. Huntsman 514 Country Ln. Coppell, TX 75019-5129 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (lOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 12DD-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 12DQ-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOD-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, ~o~~~J Michael H. Boyd, FE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4141 NO NATHAN D. MAIER CONSULTING ENGINEERS". INC. February 6, 2008 Terry B. & Michelle P. Holmes 510 Country Ln. Coppell, TX 75019-5131 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (100-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Gr~pevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Gr~pevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOO-ft upstr€am of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual ch\nce floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, ~ vk~~ -bi Q~ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER CONSULTING ENGINEERS, J:NC. February 6, 2008 Paul R. & Heidi B. Milosevich 509 Wales Ct. Cappell, TX 75019-5143 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (lOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine 'flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting ~ngineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Dev~lopment Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain/from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevin~ Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft . occurs approximately SOQ-ft upstream of Bethel Road, and the maximum shifting occurs approximately 4S0-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, ~~(~:t1cA Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER C'ONSULTINGENGINEERS, INC. February 6, 2008 Mark S. & Marianne C. Peccarelli 513 Wales Ct. Cappell, TX 75019-5144 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (IOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 20Q-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening 'of 70-ft occurs approximately SOO-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or cqncerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, ~~~uJ~1ot Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 I (214) 739-4741 NO NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 James A. & Guan A. Hall 751 Lexington Ave. Coppell, TX 75019-4525 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (lOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter qf Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately l200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOQ-ft upstream of Bethel Road, and the maximum shifting occurs approximately 4S0-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, fkA c,l''-C~17~ 0\ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 73.9-4741 NOM NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Krishna & Stacey Rao 254 Edmonds Dr. Coppell, TX 75019-4599 RE: NOTIFICATION of modification of the l%_Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (IOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 20Q-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 7Q-ft occurs approximately 500-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, fvV\. G~'v--\ ~1 ~ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 N"O NATHAN D. MAIER CONSULTING ENGINEERS, "INC. February 6, 2008 Larchin Enard Jr. & Charlotte N. Miller 133 Meadow Creek Rd. Coppell, TX 75019-4020 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (100-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 20Q-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOO-ft upstream of Bethel Road, and the maximum shifting occurs approximately 4S0-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, /l/lA-Z k ~ ~ J Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Jack Crew 346 Neva Ln. Denison, TX 75020-4868 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping' For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (100-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 20Q-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOO-ft upstre~ of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, /VV-'c-~ ~ d\ Michael H. Boyd, FE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 I (214) 739-4741 NO, NATHAN D. MAIER CONSULTING EN'GINEERS,INC. February 6, 2008 Dena J. & Elizabeth C. Scoular 129 Meadow Creek Rd. Cappell, TX 75019-4020 RE: NOTIFICATION of modification af the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (lOa-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 120Q-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOO-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, ~v~~~ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NOM NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Keith & Patricia Murphy 125 Meadow Creek Rd. Coppell, TX 75019-4020 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (100-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 12DQ-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 2QO-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 120Q-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOD-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, /'vtAv ~~~\ {~ Michael H. Boyd, FE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4.741 NO NATHAN D. MAIER CONS,ULTING. ENGINEERS, 'INC. February 6, 2008 Henry & Pamela B. Lopez 121 Meadow Creek Rd. Coppell, TX 75019-4020 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (IOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOC-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on ~rapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, ~~7,~u-{ ~ 0\ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NOM NATHAN D. MAIER CONSULnNG ENGINEERS, INC. February 6, 2008 James H. & Dani H. Ross 117 Meadow Creek Rd. Cappell, TX 75019-4020 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (lOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately l200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 120Q-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 120Q-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOD-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, hAvk~~J Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NOM NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 James D. & Kimberly B. Morris 113 Meadow Creek Rd. Cappell, TX 75019-4020 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a.1% (100-year) or greater annual chance of flooding in any given year. The FIRM is Used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 120Q-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately 500-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, (Vv\JA~tu...1 PI a{ Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NOM NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 David C. & Wendy C. Rich 109 Meadow Creek Rd. Cappell, TX 75019-4020 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (IOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 200-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately 500-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of th~ 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, /vVv- ~~ f7t i Michael H. Boyd, PE Executive Vice President Two Park Lane Place 1 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NO NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Ronald D. Vaness 601Paradise Cv.. Shady Shores, TX 76208-5141 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (lOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management.. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approxi~ately 120Q-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 2DO-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOD-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual Ghance floodplain delineation on Grapevine Creek. If, you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, ~v~~d Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 I Dallas, Texas 75231 I (214) 739-4741 NOM NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Eric L. & Elizabeth S. Royal 517 Wales Ct. Cappell, TX 75019-5144 RE: NOTIFICATION of modification of the 1% Annual Chance Floodplain Mapping For Grapevine Creek Dear Property Owner: The Flood Insurance Rate Map (FIRM) for a community depicts land that has been determined to be subject to a 1% (IOO-year) or greater annual chance of flooding in any given year. The FIRM is used to determine flood insurance rates and to help the community with floodplain management. Nathan D. Maier Consulting Engineers, Inc. is applying for a Letter of Map Revision (LOMR) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113C0155 along Grapevine Creek. This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200-ft east of Denton Tap is based on more detailed topography and the expansion of the Denton Tap Bridge. Using this detailed baseline data the flood model and mapping have been updated. This Letter of Map Revision will result in: 1. Decreases in the 1% annual chance water-surface elevations at various locations along Grapevine Creek between the St. Louis Railroad and a point 1200-ft east of Denton Tap Road. The maximum decrease of 3.66-ft occurs about 20Q-ft upstream of Denton Tap Road. 2. Narrowing, widening, and shifting of the 1% annual chance floodplain at various locations along Grapevine Creek from St. Louis Railroad and approximately 1200-ft east of Denton Tap Road. The maximum narrowing of 386-ft occurs at the Denton Tap Bridge, the maximum widening of 70-ft occurs approximately SOO-ft upstream of Bethel Road, and the maximum shifting occurs approximately 450-ft downstream of the Denton Tap Bridge. This letter is to inform you of the revisions of the 1% annual chance water- surface elevations and the 1% annual chance floodplain delineation on Grapevine Creek. If you have any questions or concerns about these proposed changes to the FIRM or its effect on your property, you may contact me at 214-739-4741 during normal office hours. Sincerely, t1Nvt lA ev-1 pt cA Michael H. Boyd, FE Executive Vice President Two Park Lane Place / 8080 Park Lane I Suite 600 / Dallas, Texas 75231 / (214) 739.4741 EXHIBIT 2 FLOODPLAIN WORK MAP ROAD :J :t:J 'eL C- O u KAYE BETHEL t:- r.n w CE. U L.U (9 o CC LIMIT OF DETAILED STUDY "'-... 4 o CI) a: w I- Z ::J :c I IRVING :>SES .r ~, ~ 'cr:. ~ .~ ~LEN[ A,E ZONE X BELTL~ -- AlRUNE nR IVE AIRLINE DRIVE j. . .;.~.~ .. .'. . ~ NATHAN [ GONSULT1NG EN( 7r\ 1\.11: Y Two Northpark / 8080 Park Lane, Dallas, Texas 75231 / (214) 73 II COMPUTER RUNS 1. HEC-RAS Revised Conditions Multiple Profile Model 2. HEC-RAS Revised Conditions Floodway Model 3. 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