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Alexander Ct-CS080211
2010) Ken Griffin - Re: Flood Study Alexander Court Page 1 From: Mike Boyd <mboyd @ndmce.com> To: Ken Griffin <kgriffin @ci.coppell.tx.us> Date: 2/11/2008 12:31 PM Subject: Re: Flood Study Alexander Court Attachments: 7026WMO2. PDF; RevisionFeb08. pdf Ken, Last week, we sent out 28 notices to property owners regarding the shifting of the FP mapping to match the more up to date topography, modified the computer runs, and FP work map per FEMA recent letter. Attached are pdf copies of the submitted materials. Thanks, Michael H. Boyd, P.E. Nathan D. Maier Consulting Engineers, Inc. Two Park Lane Place, 8080 Park Lane, Suite 600 Dallas, Texas 75231 214 - 739 -4741 (Office) 214 - 739 -5961 (fax) Email: mboyd @ndmce.com - - - -- Original Message - - - -- From: "Ken Griffin" <kgriffin @ci.coppell.tx.us> To: "Mike Boyd" <mboyd @ndmce.com> Sent: Friday, February 1, 2008 11:40:04 AM (GMT -0600) America/Mexico Subject: Flood Study Alexander Court Mike Is there any update on the status of requested information being sent back to FEMA? Thanks Ken Griffin, P. E. Director of Engineering & Public Works 972 - 304 -3686 kgriffin@ci.coppell.tx.us NDk/l NATHAN D. MAZER 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 (LOMB) Application — Grapevine Creek N DM CE 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 LOMB 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: Please submit a copy of the individual legal notice sent to all I props rt]1 owners affected by any widening and o r shifting of the Special Flood Hazard Area, the area that would be inundated by the base ( 1 - perce nt annual- chance flood and/or an increases � � y 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/flrm/mt-2.pdf. The properties affected by this LOMB 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 ross section 3013 ' the i � g 0, and adjusting the reach lengths n the revised hydraulic model, the water surface elevation at cross section - ection 30130 is now 502.05 -ft which is 0.14 ft lower than the effective models water surface elevation at cross section. this Cross Natural Section Effective Imported Mod -EfF (FEMA) HEC -2 HEC -RAS HEC -RAS 23904 482.51 482.51 482.51 24 000(3 483.10 483.11 24100 1 483_.39 24200(4 483.95 483.99 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 487.10 487.09 - - 25285 486.07 485.81 25335 488.60 488.67 25370 - _ 484.76 25385 488.75 488.82 25470 488.80 488.86 485.89 Denton Tap 25500 489.54 489.80 485.96 25550 486.04 25585 489.49 489.73 25635 489.14 489.40 25685 489.79 490.09 486.13 25725 489.99 494.23 486.42_ 25785 490.43 490.63 25820 490.47 490.70 487.28 26170 490.59 490.82 487.33 26300 487.57 26550 491.16 491.48 26700 - 488.26 26880 491.83 492.09 489.82 27050 492.42 492.56 490.23 27409 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 1 496.40 30130 502.19 502.95 502.05 Item 3: Please address the followin comments re the submitted post-project conditions HEC-RAS h models, or provide an explanation for each, a. Our review revealed that the contraction and expansion loss coefficients at Cros Sections 25550 and 27620, which were 01 and 0.3, respectivel do not reflect modelin practices generall accepted in HEC-RAS. Contraction and expansion loss coefficients of, 0.3 and 0.5 respectivel may be more appropriateR The contraction and expansion loss coefficients at cross sections 25550 and 27620 have been chan to 0.3 and 0.5 respectivel b. Please revise the Post-project conditions hydraulic model so that the left and ri encroachment stations at Cross Sections 23900,27400, and27900 are to at the left or ri channel bank stations or in the floodwa frin the area between the channel bank station and the limits of the base floodplain. The encroachment stations at these cross sections have been revised so that the all are now at the left or ri channel bank, or in the floodwa frin Hard copies and electronic copies of the updated multiple profile and floodwa 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 b y our firm,, does not include the flow line, floodwa and flood plain delineations between Cross Sections 27900 and 30130. Please submit a revised topo work map, certified by a re profess en usin an appropriate scale, that reflects an chan resultin from Items MS 2 and 3 above, and contal*ns all applicable items listed 'in Sect-Ion C of APPI[cation/Cerfification Form 2, entitled "Riverine H & Hydraulics Form," includin the fallowin a. The effective boundar delineations of the re floodway, base floodplain, and 0.2-percenrannual-chance floodplain and how the tie into the Post-project conditions boundar delineations at the upstream and downstream limits of the revision area; b. The topographic information, 0 with labeled contour lines, used for the floodwa and flood plain boundar delineations, c.. The locations and ali of the cross sections used in the hydraulic anal d. A north arrow, the scale, and the vertical datum and e. The flow line used in the h model. A revised Floodplain Work Map with all the re information is included in this submittal under Exhibit 2. Item 5: Please submit a cop of a certified, annotated Flood Insurance Rate Ma FIRM }, at the scale of the effective FIRM, which reflects an revisions made to the floodwa and flood boundar delineations as a result of Items 2 throu 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 in ' � 9 formation listed above. Thank you for your assistance. Sincerely, NATHAN D. MATER CONSULTING ENGINEERS, INC. Oda! s C. Johnson E Y fT Design Engineer P: (214) 739 -4741 F: (214) 739 -5961 E: oiohnsonO-ndmce.com Cc: Ken Griffin, P.E. GRAPEVINE CREEK LOMRAPPLICATION In The Reach UPSTREAM OF BETHEL ROAD TO DOWNSTREAM OF DENTON TAP ROAD For ALEXANDER COURT RESIDENTIAL DEVELOPMENT Property Located In The Northwest Corner 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 Mappin for Grapevine Creek" sent to affected propert owners. 2. Floodplain Work Map 3. Proposed FIRM 11. COMPUTER RUNS 1 - HEC-RAS Revised Effective Multiple Profile M -ode] 2. HEC-RAS Revised Effective Floodwa Model 3. Electronic Copies • H Models 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 NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2048 John D. & Angela Dorise 141 Meadow Creek Rd. Coppell, TX 75019 -4020 RE: NOTIFICATION of modification of the to 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 48113CO155 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 to o ra p h y 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: �. Decreases in the 14 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, Michael H. Boyd, PE Executive Mice President Two Park Lane Place / 8080 Park Lane / Sui 600 / Dallas, Texas 75231 1 (214) 739 -4741 NEILFITiFAN 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 4811300155 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. �. 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, ct�J� --TC2 _11�1 A Michael H. Boyd, PE Executive Nice President NATHAN D. MAIER CONSULTING ENGINEERS, INC. Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 21 / ( 4) 739 -4741 NATHAN D. MAZER CONSLILTII"VG El'+dGINEERS, INC. February 6, 2008 Homeowners Association of Summit at the Springs Inc. P.O. Box 1814 Coppell, 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% (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 4811300155 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 topograph 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 240 -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 to annual chance water- - surface elevations and the to 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, G � Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 21 / ( 4) 739 -4741 ND I� February 6, 2008 Paul & Vivian C. Youn 747 Lexington Ave. Coppell, TX 75019 -4535 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% (104 -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 (LOMB) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113CO155 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 1204 ft east of Denton Tap Road. The maximum decrease of 3.66 -ft occurs about 200 -ft upstream of Denton Tap Road. �. 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 to 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, Michael H. Boyd, PE Executive Vice President NATHAN D. MAIER CONSULTING ENGINEERS, INC. Two Park Lane Place / 8080 park Lane / Suite 500 / Dallas, Texas 75231 214 - / � f 739 4741 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 (FIRM) for a community depicts land that has been determined to be subject to a to (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 48113CO155 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: �. 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 to 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, Michael H. Boyd, PE Executive Vice President NATHAN D. MAIER CONSULTING ENGINEERS, INC, Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 214 I t ) 739 -4741 February 6, 2008 Scott N & Beth A. Oishi 260 Staton Ct. Coppell, TX 75019 -4598 RE: NOTIFICATION of modification of the to 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 {LOMB} from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113CO155 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 G-rapevine 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 to 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, Michael H. Boyd, PE Executive Vice President NATHAN D. MAIER CONSULTING ENGINEERS, INC. Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 214 7 1 t y 39 -4741 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% (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 4811300155 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 topograph 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 Revisiom will result in: �. 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 to 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 5 - 00 -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, Michael H. Boyd PE Executive Vice President NATHAN D. MAIER CONSULTING ENGINEERS, INC. Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / 214 7 � y 39 -4741 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 subject to a to (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 Ma Revision (LOMR) from the Federal Emerg g Management Mana A p Agency y �FEMA} on behalf of Mira Mar Development Corporation to revise FIRM Panel 48113CO155 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 topograph 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 to 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 to 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 to 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 Ck,,,,, 2,1_1 Michael H. Boyd, PE Executive Vice President NATHAN D. MAIER CONSULTING ENGINEERS, INC.. Two Park Lane Place / 80$0 park Lane / Suite 600 / Dallas, Texas 75231 214 - 1 � � 739 4741 NDIV NATHAN D. MAZER I 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 to (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 48113CO155 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 is 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 to 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, d��� rs L", Michael H. Boyd, PE Executive Mice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 NATHAN D. MAIER CONSULTING EIITGINEERS, INC. 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 Mappin For Grapevine Creek p g 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 Ma Revision (LOMB) from the Federal Emerg g Management Mana A behalf p Agency y� FEMA } on of Mira Mar Development Corporation to revise FIRM Panel 4811300155 aloe Grapevine Creek. g This redefinition of the existing floodplain from the St. Louis Railroad to approximately 1200 -ft east of Denton Tap is based on more detailed topograph 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 to annual chance floodplain delineation on Grapevine Creek. If you have an p Y y 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, A �'�.��� Michael H. Boyd, PE Executive dice President Two Park Lane Place r 8080 park Lane / Suite 600 / Dallas, Texas 75231 21 1 ( 4) 739 -4741 NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Alan R. & Patricia M. Naul 522 Country Ln. Coppell, TX 75019 --5129 RE: NOTIFICATION of modification of the to 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 10 (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 (LOMB) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 4811300155 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 the to 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, Michael H. Boyd, PE Executive Mice President Two Park Lane Place / 9080 park Lane / Suite 600 / Dallas, Texas 75231 / 214 739 -4 � y 741 NATHAN D. MAZER CONSULTING ENGINEERS, INC. February 6. 2008 Joe W . & Jill C. Womack 518 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 4811300155 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 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 .' � C_'C"_ C� Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739-4741 NI') k/ NATHAN D. MAIER CONSULTING EI'VGINEERS, INC. 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 is (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 48113CO155 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 the to annual chance weter- surface elevations and the to 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� Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 L) NATHAN ID / D. MAZER \l I \/ I 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 4811300155 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 to 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 upstr -eam 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 to 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, LA"'� L Q Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 ND NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Paul R. & Heidi B. Milosevich 509 Wales Ct. Coppell, 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% (100 -year) or greater annual chance of flooding in any given year. The FIRM is used to determine I 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 the to annual chance water - surface elevations and the to 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, "e' A Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6. 2008 Mark S. & Marianne C. Peccarelli 513 Wales Ct. Coppell, TX 75019 -5144 RE: NOTIFICATION of modification of the to 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 to {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 4811300155 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 to 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 to 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. at Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 NATHAN D. MAZER 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% (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 (LOMB) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 4811300155 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 454 -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 to 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/\A K;7 4 Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 NIDIV. February 6, 2008 Krishna & Stacey Rao 254 Edmonds Dr. Coppell, TX 75019 -4599 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 to (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 4811300155 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 to 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 to 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 14 annual chance water - surface elevations and the to 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 Michael H. Boyd, PE Executive Vice President NATHAN D. MAIER CONSULTING ENGINEERS, INC. Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / 2 14 73 � � 739-474:1 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 to 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 to (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 48113CO155 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 the 1% annual chance water - surface elevations and the to 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, Michael H. Boyd, PE Executive Nice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 NATHAN D. MAZER NID r" 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 to 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 to 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 to annual chance water - surface elevations and the to 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, Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 ND NATHAN D. MAIER CONSULTING El►IGINEER5, INC. February 6, 2008 Deno J. & Elizabeth C. Scoular 129 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 to (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 4811300155 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 to 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 1204 -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, Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 N I) 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 to (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 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 to 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, Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 NATHAN D. MAZER CONSULTING ENGINEERS, INC. February 6, 2008 Henry & Pamela B. Lopez 121 Meadow Creek Rd. Coppell, TX 75019 -4020 E: NOTIFICATION of modification of the to 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 to {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 to 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, tw".. Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 N11 ID NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 James H. & Dani H. Ross 117 Meadow Creek Rd. Coppell, TX 75019 -4020 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 (LOMB) from the Federal Emergency Management Agency (FEMA) on behalf of Mira Mar Development Corporation to revise FIRM Panel 4811300155 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 the to 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, Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 NDrL NATHAN D. MAZER CONSULTING ENGINEERS, INC. February 6, 2008 James D. & Kimberly B. Morris 113 Meadow Creep 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 4811300155 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 In 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 is annual chance water - surface elevations and the to 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, e Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 N[Dk/l NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 David C. & Wendy C. Rich 109 Meadow Creek Rd. Coppell, TX 75019 -4020 RE: NOTIFICATION of modification of the to 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 to (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 4811300155 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 to 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, ,, Michael H. Boyd, PE Executive Nice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 N[) NATHAN D. MAIER CONSULTING ENGINEERS, INC. February 6, 2008 Ronald D. Maness 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 to (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 4811300155 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 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 ?0' ell', "-4-44 Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 NID. NATHAN D. MAZER CONSULTING ENGINEERS, INC. February 6, 2008 Eric L. & Elizabeth S. Royal 517 wales Ct. Coppell, 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% (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 48113CO155 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 5t. 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, Michael H. Boyd, PE Executive Vice President Two Park Lane Place / 8080 Park Lane / Suite 600 / Dallas, Texas 75231 / (214) 739 -4741 EXHIBIT 2 FLOODPLAIN WORK MAP ROAD LL$ C APE, ErHEL I KAYE Lz Lu of rap - mine Cc LIMIT OF cn Lu DETAILED STUDY 'NE AE - j ZONE AE MEADOW CREEK ROAD 0 _ y . 1 F # 1 ZONE LOCH AVENUE' , I—,ET H, CS E ? .D vs r `' +� r ry NV i 1 RV I N G °�d,°rf USES G rapevine Creek ZON AE —� 0 ZONE AE 50 t ^'• -'� d , -ZONE E _ X0 LIMIT OF '' STUD ZONE X Z 'ONE f•.m= . ;Y 0 � - BELTLIN ROAD i �_. RUNE DRIVE AIRLINE DRIVE r' - ; NATHAN E PO </ CONSULTING EN P�' h Two Northpark 1 80$0 Park Lane , Dallas, Texas 75231 1 (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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