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Bethel Rd Manor-SY080818 Request for a Letter of Map Amendment 1.L For Um The Partial Removal of Tract 1 from The Grapevine Creek and Tributary NJ G -1 Zone AE Floodplains ,r_,u4.w,,4,r:_. .c..7 .. ix:1_1i. ..,...x-.„ -.., i < ,.„ . . r c V I��_ N I � I s . • f 2 1 ., , . I. I 1 1 • l El • II _if__ - - - ,„:...,..,,,,f,,,,,,..„; \ ....! :...,.... ,,+-,.. . ., , , 1 . -: ..,..4.::. ,0 „ .., , .„.,. „ . si ,- - .. ,- :.=_:. _.!,...._ .-.„ . r i -,;, TIM ■ P I FELL, TX SC LE: 1/16• =1' 1905 M1>t 913 -2N -1905 DATE: _'. ;1 '' _, JDOr1 09096 In the City of Coppell, TX August 18, 2008 AVO 25929 ! •! HALFF 3801 Parkwood Blvd., Ste 500 Frisco, TX 75034 HALFF August 18, 2008 AVO 25929 FEMA National Service Provider 3601 Eisenhower Avenue Alexandria, VA 22304 -6425 Re: Request for a Letter of Map Amendment for the partial removal of Tract 1 from the Grapevine Creek Zone AE current effective floodplain. LOMA Manager: Enclosed you will find a technical report on the partial removal of Tract 1 from the Grapevine Creek Zone AE current effective floodplain situated in the J. W. Anderson Survey, Abstract No. 18 located at 239 Bethel Road, Coppell Texas, 75019. The removal is determined on base flood elevation adjustments from the April 24, 2008 LOMR Case No. 07- 06- 2203P. This report, submitted by Halff Associates, Inc. on behalf of Philip and Tonna Berkebile, contains the technical data required for issuance of a Letter of Map Amendment. A current effective FIRM panel along with a revised FIRM panel based on the April 2008 LOMR is included in the report section. Application and Certification forms are included in Section 11. A copy of the property deed and the April 24, 2008 LOMR are included in the appendix. If you have any technical questions on this report, please contact me at Halff Associates, Inc. at 214 -618 -4570. Thank you for consideration of this request. Yours very truly, 1 . tt rF g HALFF ASSOCIATES, INC. ,•V? �{ ••. f f 'G JEFFRE ALV J 100536 Jeffrey Alvarez, P.E. . • Project Manager � aMAI Enclosures HALFF ASSOCIATES, INC. 3801 PARKWOOD BLVD. STE 500 TEL (214) 818 -4570 W W W.HALFF.COM FRISCO, TX 75034 FAX (214) 818 -4574 Request for a Letter of Map Amendment For the Partial Removal of Tract 1 from the Grapevine Creek and Tributary G -1 Zone AE Floodplains TABLE OF CONTENTS Page Letter of Transmittal Table of Contents ii I. INTRODUCTION I -1 A. General I -1 B. Site Description I -1 C. Purpose and Procedure I -1 II. Application /Certificate Forms with Attachments A. Grapevine Creek — Coppell • MT -EZ Form 1 — LOMA Application II -1 III. Appendices Appendix A Property Deed Appendix B April 2008 LOMR LIST OF FIGURES AND MAPS Figure 1 General Site Location Map Figure 2 100 -year Floodplain Comparisons Figure 3 Revised April LOMR FIRM Panel48113C0155J ii Request for a Letter of Map Amendment For the Partial Removal of Tract 1 from the Grapevine Creek and Tributary G -1 Zone AE Floodplains I. Introduction A. General This study was undertaken to provide the necessary technical data for issuance of a Letter of Map Amendment (LOMA) for Tract 1 situated in the J. W. Anderson Survey, Abstract No. 18 in the City of Coppell, Dallas County, Texas, as shown on Figure 1. The required forms for the Request for a Letter of Map Amendment are included in this report. B. Site Description The issuance of a LOMA request is based upon the adjusted base flood elevations (BFE's) of the April 24, 2008 Letter of Map Request (LOMR), case number 07- 06-2203P for the City of Coppell, Texas. The privately owned, 2.1 acre, tract of land is referred to as Tract 1 of the J. W. Anderson Survey Abstract No. 18. The tract is located just north of Grapevine Creek and Tributary G -1 confluence, along Bethel Road, approximately 330 feet east of the Bethel Road/Rosemount Court intersection. The property boundary of Tract 1 is formed by the property boundaries of; Block 1, Bethel Road Estates Volume 2000134, Page 2875, Block 1, Big Cedar Addition Volume 92125 Page 3455, Alexander Investment TRL Volume 90065 Page 1902, and Bethel Road. A large portion of the existing tract of land is located within the FIS effective 100 -year floodplain along the BFE of 494ft. With the addition of the April 24, 2008 LOMR and updated topographic survey, approximately 0.17 acres of developable land can be reclaimed. C. Purpose and Procedure Halff Associates, Inc. was hired by Philip and Tonna Berkebile to prepare a LOMA Application for Grapevine Creek and Tributary G -1, in relation to their privately owned 2.1 acre tract of land (Tract 1) based on April 2008 surveyed topography and the April 24, 2008 LOMR. The objective of this study is to provide all necessary information for obtaining a LOMA from the Federal Emergency Management Agency (I-EMA) to reflect the floodplain changes. Elevations along Grapevine Creek and Tributary G -1 in the vicinity of the area of interest where taken from the FEMA flood profiles included in the 2008 LOMR. From these established water surface elevations, an updated 100 -year floodplain was redelineated for the portion of the floodplain that inundates the Berkebile property. Figure 2 shows a comparison between the adjusted 100 -year floodplain based on the LOMR and the current effective floodplain delineated with updated I -1 topography as they relate to the Berkebile property. Figure 3 shows FIRM map number 48113C0155J as it appears in the 2008 LOMR annotated with the floodplain altered based on the subject property topography. Section II provides the MT -EZ forms for LOMA issuance. A copy of the property deed and the 2008 LOMR can be found in the Appendix. 1 -2 .` li . " KAYE . ► 3t. � 1 SADDL "E TREE' "" - #itrli ... i g # � � .•, :�� I -L SOHO -� ,; .`• Key to Features a. ir �, r - � • r" c - --DAKOTA-- . . �, • ' ,_ ..._Stream Centerline so _ z - a 2 -- COOPER - ....." — • • 1 0 1 . 4rindr ,,. - IL -U." ....t. v 10. ,..,1 .. , i ---r . 1 . i s„ rell eil t -1, • s - — • ,.". ..:_ 4 i ' W , , 4 . , '' . COZBY— ' — :WI* * -k l:L. t. • - ' ''''' • . i _, _ Fr- W SANDY= -. •i NOTES: Cn j " --7 ...1. -* rol i - .... r ...., ta. iv awe 0 Irk 21..4-1.,a_ c4 t -- �`" -.. ; " ` �. '1 Orthophotographs obtained # �.� ..... -~ BROOKS — r.,.. ,` 1 from Landiscor Aerial h �► f ,r• , 4 ,ti, " _� — .. Mapping Company flown O .`lo- T , .6 �, in 2006 - `��: • — ..' „� .` . .. �. rt. t i DILL "ARD _ - ._ __ ' � - # T. # a M! .�A w , as � .. ,�. _. '1 , i - r , P. '�� «, �. ;y .,, ,�.. �. n . - .� f Ir 1 Tributary @dil ' ' a Ja .,"" y - Site Location i / 4f ° t ' DATUM: •' a 4 �, NAD 83 Texas State Plane ici " .�., a ., et v. Q � •' F � �;�, North Central Zone Grid til o . -� i , F � D88 t FIGURE 1 . 'L. , i . , -.., , ,, ' • ° �� i ; �` - , .. General Site Location " ! w ti r _ r ***••••=:-, � .�.. ' - Grapevine Cr and • 4 ' • lt I S .01 Al Q C • ; ` �t `"�` Tributary G-1 ., ' a , •• � EN,tON... ,., t ✓ ' N '1. t $ 1 , Y �'> a \ �� • _ ., I ' a n , _ t' 1 UV' � Vi a, �Q / J ; 1 .., •� ..T.. - w t ` : , J a S x 0 3 600 00 $TANT f o = i + i - Feet ii,, p a. ' ' t,� _ _ •• ' 14 ' ..... , , Mill HALFF . ''' f - . w. _ _ _ — l _ _ . , -��4` I'd_ !. }5n z84F ,�- •� Key to Features - 7 - cr ' `� � c° fill ° ;1::Iai, r • f An . 1\\ 1,. . ' - ! n w r ! 5,,.... D1 R. 4 L ll I / • . F s '� I ' ■ ,.\\ > h l 1 .X al 1 J R! $ � x s `rAO 2 " $F : L ' NOTES: 1 ti? ,- +„- � , - t 1. 1-ft contours provided y owner 1¢`� N ' > s 2. Floodpla delineation {/j . 1 . . `. .' • ` � � ; .. ! -I �`f II! a�u ®` created from water •1 r , 3ab ';',.'7'' .'r Y • • � "� -r ,.,-1,,t,-1. d �. • a •Z r ,�, p surface profile as **i ` �" gRrG r,-, r y I . L r . p $, S. �� i / ,, ,, €r +� F4 �, � , ,� shown in the Alexander • 0 ` � ° ' , ' ` 1 ,� ; � ,c�� r r , fi r _ ` �� ` � � ? � p Court approved LOMR ,'' ' , �/ � � ■ ° i . z, 11i � 1 L : t - 1.r ? t < ■ ' ,� \h' 1 .: / / /� f t' •C'/pS �s^�sSe ti`w:�.;+y, r �,. r Y_ L O � �� b , o , � / �C " a l Site L < < . ti 1< �.:�� 2,..A'-'-' ' , • a % • Q b ' G . 1 " �n f�•.y p {fir .�• ( ��+ Z � J ' e /,/, . .: . ft Q f � r s.'4:i i i - �� • ` } �; -/---` DATUM: J s 1• i 1 I h n r d ; ` •i 9'. A o E 6 1, -1 x 4 7 / / \ r e' . rtc r r ` ' -�a 1-•,,,...,-,•1 - , ` •\.. i. �F > Q C` ' Plane r y , / r <r o rt NAD 83 Texas St a e o s i r' j ( � t �' : E% -• ` °;� > > I' c. o a■ North Central Zone - Grid �1, �I a 1 V...'-'::- < i .r -r { E3ETHEL ROAD E5 T i Ti 1 c; i �� ,. fi t a . a . f-ti. t y O fi I...u' L. B »Qr K E I � ft v'" " 6a ` , x +,� \ I f1 -,. bN a VOL 200013». PG. 0? �t ��i `' 1 a + • � ` < .. .\ I` \ t , , , t C � y /^ V / - - . /r , 100 ear Floodplain , \ y i j i , , � % } y � . 1 3,; � `. < ^� '� , Comparisons SS- • Y b • > 7i J}Y S J- Q } L •,` Y `� . T / alp k',„,., • � � - :i.� \x: T � 2�• / % / /. ° ' ?{ %f'y ' # ^ <� fi a '� L' � .,3 �x' ' A '� �y r a s.< } n ( d 1. � — i o a -; 1r, K..- f . I/ t n 9 v X ,., - : •.J:., Yx t o S W y ; . �+.� Ng...zin ••-• -r. / - f - A . s s.. • < a /� . � \ ; , • ' r '' . i Grapevine Creek and } Wr x } �� ' Tributary G -1 \\ L • '„ 1 ' ti y b a- f �z a.... ,//// / m '` -g r> ;^5 +$' 0;t 4 --� ti Y? y' R ° t }:' +. *" sJ _ s:,< . ♦�1: +� . +> z k. - Y Y -•� y ; • ; :7 , •h.' / }ib L t , 1 . b i3 y i ° $c b �r('0i ai _ ^! �, } 1i V , � ••- ..4 ,Y - ,,'� a .,4 s, -. „.' I '�v r,.,. ,>x • r - a7 as b, a q • .x . „ <� e <MfAE -” �T' -- - •r a . , ig '� } � b a %,,';1::::-.'-i:,:,: - f s 4 �R s w :< i�` `b,JS a -_ ... _. 7 • �J �' s- LUG I I Vi: ,g1g � ,r? : �n : 9 ^4 '- N y , f yo--, ,b 0... .L... 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' .� .� .. .c l Y T,d Q ..-- 7-, — 'f. s " � 4 � f r , Y TT14 PLAT , ''�..,- - u- N..c'' �';' C� Z •..r , X - . � h~ : i ^j %a �r�a r' t `^ , J - 1 � /' (.:7::::;714,,, �'Yi IH r ; i ,. ' :- -t r i .•.•• •,, ` iii •1 F A `� t l la `' ' ,- /- v ` 4. - ( : •' >- • , ` Jl l r • l 7 ' t it j i ......•).• ,. ; i , �..1 � �aa ; T , �) r� wx 1 �r , , = � r HALFF . g » x . _ ' ;.:Z1 ,7, ; ( 7/..%'..:'+'.''' . ; III ieb L'' AE 1 .. 0 Z Z , r , ..... 49 t 1 o 0 d'il . . . . WI 0 i ZONE AE . • ... -_ I DOW ._ NOTES: RO 4 a. Ei 489 , ... . 1. Floodplain delineation Z I T .. created from water surface profile as 0 lei it shown in the Alexander Court approved LOMB 494 iir ... -..-- # dated March 24, 2008 *ar:�: Fau x . blis ,.,... . .. bor.. .: . ....„...... ; ;i Rm i DATUM: kt,..,....,_... . ... Tributary G-1 J. NAD 83 Texas State Plane .... 14'_ 49 ZONE - , „ , . North Central Zone - Grid • of Grapevine .., X NAVD8 re ,.A.:, FIGURE 3 Creek ` Revised April LOMB • . ' 494 ` f '' 48113CO155J BETHEL HOAR 493 . Cre Grapevine Creek and Tributary G -1 ZONE X .. • . .•t.: N tO aort ,, '/A° la" 111■4" . • �, E our G rpevine s 0 300 600 Creek Feet ... HALFF . •: Sa LI _ . . _ . iii .. __....iiiiiivi 0 • .. SECTION II MT -EZ Form In addition to this form (MT -EZ), ALL requests must include the following: • Copy of the effective FIRM panel and /or Flood Boundary and Floodway Map (FBFM) (if applicable) on which the property location has been accurately plotted • Copy of the Subdivision Plat Map (with recordation data and stamp of the Recorder's Office) OR Copy of the Property Deed (with recordation data and stamp of the Recorder's Office), accompanied by a tax assessor's map or other certified map showing the surveyed location of the property relative to local streets and watercourses • Please include a map scale on all maps submitted Mail your request to... FEMA NATIONAL SERVICE PROVIDER 3601 Eisenhower Avenue Alexandria, VA 22304 -6425 Attn.: LOMA Manager FEMA REGIONS Ai „,_ 4-, 4° °, ,f 1 aft, ;,,a ♦ ��.1�.MNi0i1li1.ANC� mik 4 4 1;.',;-",',.'' Conlon: AEIFT VI TX • m , { DHS - FEMA Form 81 -92, SEP 07 MT -EZ Form Page 3 of 3 U.S. DEPARTMENT OF HOMELAND SECURITY - FEDERAL EMERGENCY MANAGEMENT AGENCY APPLICATION FORM FOR SINGLE RESIDENTIAL LOT OR STRUCTURE AMENDMENTS TO O.M.B. NO. 1660 NATIONAL FLOOD INSURANCE PROGRAM MAPS Expires September 30, 2010 PAPERWORK REDUCTION ACT Public reporting burden for this form Is estimated to average 2.4 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and compledng, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number is displayed In the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, U.S. Department of Homeland Security, Federal Emergency Management Agency, 500 C Street, S.W., Washington DC 20472 Paperwork Reduction Project (1680. 0037). Submission of this form is required to obtain or retain benefits under the National Flood Insurance Program. This form should be used to request that the Department of Homeland Security's Federal Emergency Management Agency (FEMA) remove a single structure or legally recorded parcel of land or portions thereof, described by metes and bounds, certified by a registered professional engineer or licensed land surveyor, from a designated Special Flood Hazard Area (SFHA), an area that would be inundated by the flood having a 1%-chance of being equaled or exceeded in any given year (base flood), via Letter of Map Amendment (LOMA). It shall not be used for requests submitted by developers, for requests involving multiple structures or lots, for property In alluvial fan areas or coastal high hazard areas (V zones), or requests involving the placement of fill. (NOTE: Use MT -1 forms for such requests). Fill Is defined as material from any source (including the subject property) placed that raises the grade to or above the Base Flood Elevation (BFE). The common construction practice of removing unsuitable existing material (topsoil) and backfilling with select structural material is not considered the placement of fill H the practice does not alter the existing (natural grade) elevation, which Is at or above the BFE. Also, fill that is placed before the date of the first National Flood Insurance Program (NFIP) map showing the area In an SFHA is considered natural grade. LOMA: A letter from DHS -FEMA stating that an existing structure or parcel of land that has not been elevated by fill would not be inundated by the base flood. A - This section may be completed by the property owner or by the property owner's agent. In order to process your request, all information on this form must be completed in Its entirety. Incomplete submissions may result in processing delays. 1. Has fill been placed on your property to raise ground that was previously below the BFE? ® No ❑ Yes - If Yes, STOP!! - You must complete the MT-1 application forms; visit or call the FEMA Map Assistance Center toll free: (877 -FEMA MAP) (877.336 -2627) 2. Legal description of Property (Lot, Block, Subdivision; complete description as It appears in the Deed is not necessary) and street address of the Property: Tract 1 of land situated in the J.W. Anderson Survey, Abstract No. 18, 239 Bethel Road, Coppell Texas 75019 3. Are you requesting that the flood zone designation be removed from (check one): ❑ Your entire legally recorded property? ® A portion of your legally recorded property? (A certified metes and bounds description and map of the area to be removed, certified by a registered professional engineer or licensed land surveyor are required. For the preferred format of metes and bounds descriptions, please refer to the MT -EZ Instructions.) ❑ A structure on your property? What is the date of construction? All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001. Applicant's Name: E-mail address: Philip Berkebile philberkebile @verizon .net Mailing Address (include Company name if applicable): Daytime Telephone No.: 752 Lexington Ave. , Coppell, Texas 75019 972 -898 -5889 Fax No.: 67?-;) 4 /( 0 2- - 75 Signature of Applicant (required) d - ' / /, Date 8 /4 08 DHS - FEMA Form 81-92, SEP 07 MT EZ Form Page 1 of 3 B — This section must be completed by a registered professional engineer or licensed land surveyor. NOTE: If the request Is to remove the structure, and an Elevation Certificate has been completed for this property, it may be submitted in lieu of Section B. If the request Is to remove the entire legally recorded property, or a portion thereof, the lowest elevation on the lot or described portion must be provided in Section B. Applicable Regulations The regulations pertaining to LOMAs are presented in the National Flood Insurance Program (NFIP) regulations under Title 44, Chapter I, Parts 70 and 72, Code of Federal Regulations. The purpose of Part 70 is to provide an administrative procedure whereby DHS -FEMA will review information submitted by an owner or lessee of property who believes that his or her property has been inadvertently included in a designated SFHA. The necessity of Part 70 is due in part to the technical difficulty of accurately delineating the SFHA boundary on an NFIP map. Part 70 procedures shall not apply if the topography has been altered to raise the original ground to or above the BFE since the effective date of the first NFIP map [e.g., a Flood Insurance Rate Map (FIRM) or Flood Hazard Boundary Map (FHBM)] showing the property to be within the SFHA. Basis of Determination DHS - FEMA's determination as to whether a structure or legally recorded parcel of land, or portions thereof, described by metes and bounds, may be removed from the SFHA will be based upon a comparison of the Base (1 %- annual- chance) Flood Elevation (BFE) with certain elevation information. For Zone A, with no BFE determined, refer to Managing Floodplain Development in Approximate Zone A Areas, A Guide for Obtaining and Developing Base (100 -Year) Flood Elevations. The elevation information required is dependent on whether a structure, or a legally recorded parcel of land, is to be removed from the SFHA. Item to be Removed from the SFHA: (check one) Elevation Information Required: (complete item 5) ❑Structure located on natural grade (COMA) Lowest Adjacent Grade to the structure (the elevation of the lowest ground touching the structure including attached decks or garage) Elevation of the lowest ground on the parcel or within the portion of land ® Legally recorded parcel of land, or portion thereof (LOMA) to be removed from the SFHA 1. PROPERTY DESCRIPTION (Lot and Block Number, Tax Parcel Number, Legal Description, etc.): Tract 1 ACS 2.0778, VOL2004024/8015 DD01302004 CO-DC, J W Anderson ABST 18 pa. 150, see attachment for metes and bounds 2. BUILDING INFORMATION Building Street Address (including Apt. Unit, Suite, and/or Bldg. No.): What is the type of construction? (check one) 0 crawl space ❑ slab on grade ❑ basement/enclosure ❑ other (explain) 3. GEOGRAPHIC COORDINATE DATA Please provide the Latitude and Longitude of the most upstream edge of the structure (in decimal degrees) Indicate Datum: ❑ NAD83 ❑ NAD27 Lat. Long. Please provide the Latitude and Longitude of the most upstream edge of the property (in decimal degrees) Indicate Datum: ® NAD83 ❑ NAD27 - 96.59.87 Lat. 32.57.34 Long. 4. FLOOD INSURANCE RATE MAP (FIRM) INFORMATION NFIP Community Number: Map & Panel Number: Base Flood Elevation (BFE): Source of BFE: 480170 48113C0155J 493 Grapevine Creek 5. ELEVATION INFORMATION (SURVEY REQUIRED) • Lowest Adjacent Grade (LAG) to the structure (to the nearest 0.1 foot or meter) ft. (m) • Elevation of the lowest grade on the property; or metes and bounds area (to the nearest 0.1 foot or meter) 492.5 ft. (m) • Indicate the datum (and datum conversion if different from NGVD 29 or NAVD 88) ❑ NGVD 29 ® NAVD 88 Other (Describe): • Has FEMA identified this area as subject to land subsidence or uplift? ® No ❑ Yes (provide date of current releveling) This certification is to be signed and sealed by a licensed land surveyor, registered professional engineer, or architect authorized by law to certify elevation information. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001. Certifier's Name: License No.: Expiration Date: Jeffrey Alvarez t00536 09/30/08 Company Name: Telephone No.: Fax No.: Halff Associates 214 -618 -4570 214 -618 -4574 Seal (optional) Signature: Date: � "111A-CA-1.-i S70,e (See a ...:. Tes 1. or LOMAs) DHS - FEMA Form 81-92, SEP 07 MT EZ Form Page 2 of 3 - U.S. DEPARTMENT OF HOMELAND SECURITY - FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. NO. 1660 -0015 COMMUNITY ACKNOWLEDGMENT FORM Expires December 31, 2010 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1.38 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, U.S. Department of Homeland Security, Federal Emergency Management Agency, 500 C Street, SW, Washington DC 20472, Paperwork Reduction Project (1660- 0015). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. This form must be completed for requests involving the existing or proposed placement of fill (complete Section A) OR to provide acknowledgment of this request to remove a property from the SFHA which was previously located within the regulatory floodway (complete Section B). This form must be completed and signed by the official responsible for floodplain management in the community. The six digit NFIP community number and the subject property address must appear in the spaces provided below. Incomplete submissions may result in processing delays. Community Number: 480170 Property Name or Address: 239 Bethel Road, Coppell Texas 75019 A. REQUESTS INVOLVING THE PLACEMENT OF FILL As the community official responsible for floodplain management, I hereby acknowledge that we have received and reviewed this Letter of Map Revision Based on Fill (LOMR -F) or Conditional LOMR -F request. Based upon the community's review, we find the completed or proposed project meets or is designed to meet all of the community floodplain management requirements, including the requirement that no fill be placed in the regulatory floodway, and that all necessary Federal, State, and local permits have been, or in the case of a Conditional LOMR -F, will be obtained. In addition, we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c), and that we have available upon request by DHS -FEMA, all analyses and documentation used to make this determination. For LOMR -F requests, we understand that this request is being forwarded to DHS -FEMA for a possible map revision. For LOMR -F or Conditional LOMR -F requests that have the potential to impact an endangered species, documentation will be submitted to show that we have complied with Sections 9 and 10 of the Endangered Species Act (ESA). Section 9 of the ESA prohibits anyone from "taking" or harming an endangered species. If an action might harm an endangered species, a permit is required from U.S. Fish and Wildlife Service or National Marine Fisheries Service under Section 10 of the ESA. For actions authorized, funded, or being carried out by Federal or State agencies, documentation from the agency showing its compliance with Section 7(a)(2) of the ESA will be submitted. i Community Comments: • 11 Community Official's Name and Title: (Please Print or Type) Telephone No.: 11 Community Name: Community Official's Signature: (required) Date: B. PROPERTY LOCATED WITHIN THE REGULATORY FLOODWAY As the community official responsible for floodplain management, I hereby acknowledge that we have received and reviewed this request for a LOMA. Ott We understand that this request is being forwarded to DHS - FEMA to determine if this property has been inadvertently included in the regulatory it floodway. We acknowledge that no fill on this property has been or will be placed within the designated regulatory floodway. We find that the completed or proposed project meets or is designed to meet all of the community floodplain management requirements. Community Comments: 7 1 Community Official's Name and Title: (Please Print or Type) Telephone No.: Ken Griffin, P.E., Director of Engineering and Public Works 972 - 304 - 3686 7 Community Name: Community Official's Signature (required): Date: City of Coppell, Dallas County, Texas / P. /,��•� t1 • D DHS - FEMA Form 81 -87B, DEC 07 Community Acknowledgment Form MT -1 Form 3 Page 1 of 1 11 Signed/Sealed Metes and Bounds (for Property Area Removed from the Floodplain) L.O.M.A. EXHIBIT 239 BETHEL ROAD, COPPELL, TEXAS ly o 0 LEISURE J o. 40, 4l 0 1- 1- z 0 O W V < < Z 6 U = O N O 0 - SANDY LAKE0 i i. 0 1 1 3 z o o ur < O AK GROVE i j . — ',�'I E co co ._ (1 8 WILLOW " la 'C y � �o J P _ ray a t 8 W � o,o \ 1 043). R1/e� SPANIS MOSS A ��O BEB R W KAYE k ETHE COOPER = COZ BROOK 9 SITE_ DRLLARD tO o rh - BETHEL a ._ Z 0 1 a 1 W Or 6 Z 0 a 1 BURNS 8 3 DART SOUTMNESTERN �COPPELL = c BELT LINE 0 O r \ a. W CRE VICINITY MAP NOT TO SCALE MAPSCO PAGE 11A —A D�CONNALLY & ASSOCIATES, INC. ENOINEERINO • PLANNING • SURVEY I) 11545 Pay.mili Road • Sulf. 200 • Dallas. Texas ING 75243 j P 214.349.9455 • F 214.349.2216 www.doadfw.00m L.O.M.A. EXHIBIT 239 BETHEL ROAD, COPPELL, TEXAS Being a tract of land situated in the J.W. Anderson Survey, Abstract No. 18, City of Coppell, Dallas County, Texas, and being part of the same tract of land conveyed to Philip A. Berkebile, Jr. and Tonna J. Berkebile by Deeds recorded in Volume 2004024, Page 06015 and Volume 2004024, Page 06021, Deed Records, Dallas County, Texas, and being more particularly described as follows: BEGINNING at a 1/2 inch iron rod found for corner, said corner lying in the South line of Brock Street, and being the West line of said Lot 13, Block A of Country Estates, an addition to the City of Coppell, Dallas County, Texas, according to map or plat thereof recorded in Volume 92188, Page 3639, of the Map Records of Dallas County, Texas; THENCE South 00 degrees 57 minutes 02 seconds East, along the West line of said Lot 13, a distance of 67.35 feet to a point for corner; THENCE South 70 degrees 10 minutes 55 seconds West, a distance of 16.31 feet to a point for corner; THENCE South 34 degrees 26 minutes 06 seconds West, a distance of 63.98 feet to a point for corner; THENCE South 08 degrees 50 minutes 03 seconds West, a distance of 30.96 feet to a point for corner; THENCE South 02 degrees 59 minutes 43 seconds East, a distance of 206.60 feet to a point for corner; THENCE South 31 degrees 17 minutes 00 seconds West, a distance of 70.66 feet to a point for corner; THENCE South 84 degrees 51 minutes 42 seconds West, a distance of 103.49 feet to a point for corner; THENCE North 33 degrees 51 minutes 49 seconds West, a distance of 35.35 feet to a point for corner; THENCE North 48 degrees 58 minutes 37 seconds West, a distance of 19.25 feet to a point for corner, said corner Tying in the East line of Lot 2, Block 1 of Bethel Road Estates, an addition to the City of Coppell, Dallas County, Texas, according to map or plat thereof recorded in Volume 2000134, Page 2875, of the Map Records of Dallas County, Texas; THENCE North 00 degrees 17 minutes 22 seconds West along the East line of said Lot 2 in said addition, a distance of 258.15 feet to a 1/2 inch iron rod found for corner, said corner lying in the South line of Block 1 of Big Cedar Addition, an addition to the City of Coppell, Dallas County, Texas, according to map or plat thereof recorded in Volume 92125, Page 3455, of the Map Records of Dallas County, Texas; THENCE North 84 degrees 15 minutes 45 seconds East along the South line of said Big Cedar Addition, a distance of 128.46 feet to a pk nail found for corner; THENCE North 13 degrees 37 minutes 51 seconds East along the East line of said addition, a distance of 48.21 feet to a 1/2 inch iron rod found for corner; THENCE North 37 degrees 23 minutes 05 seconds East along the East line of said addition, a distance of 68.20 feet to a 1/ 2 inch iron rod found for corner, said corner Tying in South line of said Brock Street; THENCE North 65 degrees 02 minutes 38 seconds East along the South line of said Brock Street, a distance of 43.08 feet to the POINT OF BEGINNING and containing 55,925 square feet or 1.3 acres of land. 9.F. . T F. • i / r c3 BRYAN C NNALL < '. 5513 it Q R.P.L.S. NO. 551 'Y,1; ss‘o1.''fe oau„, D CC Dpi ONNALLY & ASSOCIATES, INC. SHEET 1 OF 2 ENGINEERING • PLANNING • SURVEYING JOB NO. 0700808 - 1 1545 PagemIll Road • Sulu 200 • Dallas, Texas 75243 DRAWN BY: R.G. P 214.349.9485 • F 214.349.2218 www.dcadfw.com L.O.M.A. EXHIBIT 239 BETHEL ROAD, COPPELL, TEXAS POINT OF BROC V StREET „I,'C r . / O OWNERSHIP • UNKNOWN 6r ��- / WNS '/ � COUNTRY R.D.C.T. BLOCK ES 4 92188, PG. 3839 4,i...it° O. BLOCK 1 . BIG CEDAR ADDRION VOL 92125.CPG. 3455 W S 70'10'55` + w 16.31' / /* � � `( / 12.4' 503 �� • N 84'15'45' E MIL \ \�tia i(' O DEEDS II 503 b - r APPROXIMATE LOCATION IP i i ep APPROX. LOC ON ZONE N .'.A. L lit -Ns \t ALEXANDER INVESTMENT TRUST �� VOL 90085, PG. 1902 'MI \ 1 � I • a \ � I � APPROX. LOCATION ZONE AE 100YR. 11 f ti \ 55 ,925 q. ft 1 48113C 0155J 8 -23 -01 . "' _ 1 1 • acres , m ,-N ,..,_ PI LOT 2, BLOCK t ( \ \\ B N ETHEL ROAD ESTATES � I 491 2000134, PO. 2875 o et e D.R.D.C.T. V V APPROX. LOCATION ZONE AE 100YR. 48113C 0155J 8 -23 -01 a A Vim/, N 48'5817° W th A' 1641):6. Os -...,, V'' ' V -490 1� �• +.� P J 4t�T —tea ---— .��-- GENERAL NOTES: P „ F j� 1) BEARINGS BASED ON DEED RECORDED IN VOLUME �. " . -* !; ' q< . tr 20040 PAGE 06015, DEED RECORDS, DALLAS t ` COUNTY, TEXAS. { \ \\ _Bi3}_Ltc,Qki ALLY 2) BENCHMARK LOCATION: BRYAN C NALLY -- 55131 CHISELED SQUARE ON TOP OF WHEEL GUARD AT R. P. L.S. NO. 5513 C' :' �.• '' SOUTHWEST CORNER OF BRIDGE ON DENTON TAP p �P' ROAD OVER GRAPEVINE CREEK. ELEV. = 487.17 9 y' �� y � Q �SUR `l� DO DOUG CONNALLY & ASSOCIATES, INC. SHEET 2 OF 2 k-rENOIERING • PLANNING • SURVEYING JOB NO. 0700808 -6 1 1545 Pagamisl Road • Sulfa 200 • Dallas. Texas 75243 DRAWN BY R.G. P 214.349.9485 • F 214.349.2216 www.dcadfw.com APPENDICES Appendix A (Property Deed) 1 • DCAD: Residential Acct Detail Page 1 of 3 Home I Find Property I Contact r Dallas Central Appraisal District L US Residential Account #65001815020010000 Location Owner Legal Desc Value Main Improvement Additional improvements Land Exemptions Estimated Taxes History 234 Property Location Address: 299 BETHEL RD Neighborhood: 505516 Mapsco: 11A-A (DALLAS) DCAD Property Map Print Homestead Exemption Form "VxkloCi Wisps Owner BERKEBILE PHILIP A JR & TONNA ) BERKEBILE 752 LEXINtal•N AVE COPPELL, TEXAS 750194526 Multi-Owner Not Applicable (N/A) Legai Desc 1: 3 W ANDERSON ABST 18 PG 150 2: TR 1 ACS 2.0778 3: 4: V012004024/6015 0D01302004 CO-DC 5: 0018150200100 2C000181502 Deed Transfer Date: 2/4/2004 Value 2008 Proposed Values Improvement: $23,320 Land: + 13,01Q Market Value: =$636,330 Revaluation Year 2008 Previous Revaluation Year 2005 Hearing Date/Time: 6/9/2008 1:30 PM Neighborhood Review Enter PIN From Hearing Notice and click OK 1 Main Improvement 11 11 11• 11 11 II 1 A "M.Tlatn;i0 pa roctriv9M--4ccilf11 St 1 itrern 1 0600 5/29/2008 DCAD: Residential Acct Detail Page 2 of 3 I Building class 1104 11 Construction Type IIFRAME 11 # Baths (Full/Half) 1141 Year Built 1950 Foundation PIER AND 1 • Kitchens 1 BEAM I Effective Year Built 111950 0 Roof Type IIGABLE 0 * Bedrooms 1E1 Actual Age 158 years Roof Material I I # Wet Bars 0 CPU (Condition / / Utility) AVERAGE Fence Type WOOD * Fireplaces E Desirability ASBESTOS • Living Area 1,012 sqft Ext. Wall Material Sprinkler (Y/N) 11■1_ SHINGLES 1 Total Area 111,012 sqft 11 Basement 11NONE 11 Deck (Y/N) 1111 % Complete 100% I Heating CENTRAL FULL Spa (Y/N) ONE * Stores ENTRAL STORY ies Air Condition Pool (Y/N) N FULL 1 Depreciation 11 11 11 11 Sauna (Y/N) 13 httn://www dallaceari nro/A erstflptaill? PQ ae-nv 91 r4 ;cull 21 < ronn1 nnAn c pulp-sr...c, L"-'w: Residential Acct Detail Page 3 of 3 Additional Improvement #*Improvement COfstruction Floor Exterior WaH � Area 21 DETACHED GARAGE Flt -FRAME CONCRETE FRAME girt) 440 Land d Stall Code Zoning F vP Metho Pricl �� Area d unit Price Market AdjueEed y Ag SINGLE Adlu st+nen t Price Land 1 FAMILY COMMERCIAL 0 2.0780 RESIDENCES 0 ACRE STANDARD $295,000,00 0% $613,010 N Exemptions No Exemptions Estimated Taxes City School County I Caere fl _ Hospital II DiSil I Taxing COPPELL 1 strict ]urlsdicHon COUP COPPELL DALLAS DAUBS CO LSD COUNTY COMMUNITY PARKLAND UNASSIGNED Tax Rate per II II #0 00LLEGE HOHOSPITAL L ;ip ! #0.64146 II $1.269 #0.232814 I� 11 i tilt .0804 I! #0.254 II N/A l 'Taxable Valued $636,330 II $636,330 I $636,330 $636,330 tI I I 1 Estimated ll #4,081.80 I75.o 11 #f 3b,330 I #0 Taxes #511.61 jJ #1,616.28 N/A I Tax Ceiling ( ( I II I I II N/A (I N/A Total Estimated Taxes:I DO NOT PAY TAXES BASED ON THESE ESTIMATED TAXES. You will receive an official tax bill from the appropriate agency when they are prepared. Taxes are collected by the agency sending you the official tax bill. To see a listing of agencies that collect taxes for your property. Click Here The estimated taxes are provided as a courtesy and should not be relied upon in making financial or other decisions. The Dallas Central Appraisal tax rate nor the amount of the taxes, as that is the responsibility e of each Taxing Jurisdiction Questions about your taxes should be directed to the appropriate taxing jurisdiction. cannot assist you In these matters. These tax estimates are calculated by sing the most current certified taxable value multiplied by the most current tax rate. It does not take into account other special or unique tax scenarios. If you wish to calculate taxes yourself, you may use the TaxEstimator to assist you. History History © 2008 Dallas Central Appraisal District. All Rights Reserved. http://www.dallascad.or g iA cctDetailRes.aspelD=65001815020010000 5/29/28( R I :-........- ' N: 6 0 c } 2730270 k VV" {477311 $22.00 fkei 02/0t;/p4 NOTICE QF C e I f . , li QRTS: IF ARE A N_ATUR 4 CE 1.sojv. You ,.• 4' • ' 3111:9741 % ` 1^ .1 s, INSTRUMENT ' S -, . Q FOR RngQR4, IN THE PUnRC RECORDS: YOUR SOCIAL SECURITY l • ' OUR DRIVER'$ LICENSE NUIII$ER. h r1 ►r ...OE, . on 1' 1 Date: January 30, 2004 Illir ' Grantor: Harold Ray McDowell and ary Ella • .. well . otter, as Independent Co-Executors of the Estate of Ruby Wilma McDowell, a . Grantor's Mailing Address: 3525 Court • le r % all Texas 75234 -6625 Grantee: Philip A. Berkebik, Jr. And Torun . - Grantee's Mailing Address: 752 Lexington Aven , A kt 11, exas 75019 Consideration: S10.00 and other good and valuabl. consi - '. Property (iaelndiag any improvements): Grantor, by these presents, does hereby GRANT, SELL • CO r al certain real property located in Dallas, Dallas County, Texas and more particular de sc ' . .. y es and bounds below (the "Land "); together with (i) all and singular, the bene r , ' es ents, tenements, hcrcditaments and appurtenances thereon or in anywise appertai g t , any and all right, title and interest of Grantor in and to strips and gores, adjacen r. . s-of -way (herein collectively called the "Rights and Appurtenances ");and together ii) • , i • '4. vcmcnts, ifany, located on the Land (herein called the "improvements "); together w'th ti y . • nal property, if any, situated in, on or about the Land and any Improvements, ( ca • the 'ersonalty"), (herein the Land, Improvements, Rights and Appurtenances and Perso -1 = cold - ly called the "Property "); including intangibles and leases, if any; and the Lan • i 'all' - I ou ; y. Texas described as follows, to -wit: Being a tract of land situated in the 1. W. Anderson Survey, Abstract 1 • tyof Coppctl, Dallas County, Teas; said tract of land being conveyed to R. L. 1 • w 1 and wife, Ruby McDowell, according to the Deed recorded in Volume 2 .8, ' (liNI:RAM. WARRANTY 1)1;1:1) • Page 1 23ci024 06015 0 1 `f • 411 A . . Thence h C • . 2 minutes 38 seconds East a distance of 74.36 feet to a i‘K point for • • • 0 Thence South : • . : y• - . • es 02 seconds East, along the East line of the said 1 4 Ruby McDowell ' . . . — • Survey, a distance of 380.03 feet to a % inch iron rod in •. . - y: 0. Ara of Bethel Road; i lt l l Thence South 89 . - •. 37 ..... • West a distance of 226.12 feet to the Point of : : , ' . :Oh ' ' . , • .. • less 87,404 square feet or 2.01 acres / of land, 'note or less. 110r Reservations Frans and Ex nveyanee • Warranty: This conveyance is made subject to all matters ., xhi • 1" " attached hereto and fonning a part hereof. Grantee assumes payment of all taxes for c - 4 . - uent years. Grantor, for the consideration and subject to the -. -,, • , • ' o and exceptions to conveyance and warranty, grams, sells and conveys to Grantee the ' . • r • er with all and singular the rights and appurtenances thereto in any wise belonging, to 4 • , it to Grantee, Grantee's heirs or ai assigns forever. Grantor hereby binds Grantor and v • h& or assigns to warrant and forever defend all and singular the Property to Grantee and G tee' -* or igns, against every person whomsoever lawiblly claiming or to claim the same or any • t •,, -• f, cent as to the resetvations from and exceptions to warranty. .... EXECUTED this %,...19' day of IL„...,..,,, , 211 1 l RANTOR ESTATE OF .... I CDOWELL, DECEASED / -1 A Harold Ray 7 , P . • • , en' Co-Executor 01111 .• ../ B; ./ . .-- I. , • i.--- / M / Ella Mc a :ve Ir. as Independent Co-Ex GENERAL WARRANTY DEED. Page 1 no4024 06017 --"---""742-° i \ • o Thence 2 minutes 38 seconds East a distance of 74.36 feet to s point f or Thence South e lliti 02 seconds East, long the East line of the sai Ruby McDowell , Survey, a distance of 380.03 f eet to s 1 inch iron rod in y ' O. .line of Bethel Road; Thence South 89 . • • - t - 37 • • .. West a distance of 226.12 feet to the Point of : • • • , • • less 87,404 square fat or 2.01 acres • of land, more or less. vpo 4 0 Reservatloas Fewer and Ex eyasce a • Warranty: This conveyance is made subject to all matters • xhi 't " " attached hereto and forming a part hereof. • Grantee assumes payment of all taxes for c - ,y. ucnt years. Grantor, for the consideration and subject to the o and exceptions to conveyance and warranty, grtes, sells and conveys to Grantee the with all and singular the rights and appurtenances thereto in any wise belonging. to , it to Grantee, Grantee's heirs or assigns forever. Grantor hereby binds Grantor and et r4, or assigns to warrant and forever defend all and singular the Property to Grantee and G tee' ' or . signs, against every person whomsoever lawfully claiming or to claim the same or any p 1 , • • • f, cept as to the reservations from and exceptions to warranty. EXECUTED this * day of ��- -` , 2e I R ANTOR ESTATE OF .: 1 CDOWELL, DECEASED By4-4........... --= . . tv Atia,....... Harold Ray 7. • .1 • • cnt Co- Executor M ' Ella Mc* :w 7 as Independent Co -Ex • GENERAL WARRANTY I)EED • Page 3 ?34 Q24 06017 0 OA /1/2 , . . • \ • . .... i . I c../;;;:s c/v/,'''' STATE OF T r) COUNTY OF DAL This ins�ent' ram me, onthec30 'dayofJanuary,2004,byHarold Ray McDowell and Mary : v. , „as Indepcndent Co-Executors ofthe Estate ofRuby . Wilma McDowell, Deceased. 0 w 00:010I9ROIf A \ ti," Mrcommesto4/00000OS / , 7c. SiaterTcxas Allk After Filing Please Return To: Chicago Title Insurance Company ,r-�, Brusilow Office f� f J 14755 Preston Road, Suite 600 Dallas, Texas 75254 . @ . 0 1 1 0 n GENERAL RAL WARRANTY DEED . Page 4 44024 06018 0 A. 1 ......- , .. ..........- 0§ 0 00 f:•:# ' ( )' ' • ' ,..,.,9 1,....: .` . •.' . ',.. j •••••••,..”ty- • • t.. . ' , 2 :C IIJ *t- 3 I nef4 0 214 0 60 2 0 , .. . S.S.SISS , SS. ■ s 4( l • STATE OFTE XA COUNTY OF D This instrument 'Ai. • . • • fore me, on thec3D of ianuaty, 2OO4 by Harold Ray McDowell and Mary ' 9'. - , as lndepatdent Co- Executors ofthe Estate ofRuby Wilma McDowell, Deceased. 6 v tl19:aYpp } • �e A 401110 00 !'ir: y c, State • f Texas do ; After Filing Please Return To: Chicago Title Insurance Company Brusi ow Office 0 14755 Preston Road, Suite 600 Dallas, Texas 75254 0 0 I 03 n GENERAL WARRANTY E)EEID - Page 4 20040211 06018 00 0 . , • • • c:/,',/f^20.4110 Exhibit "A» 1 . Standby . _ and . • by any taxing authority subseq •• 8 for the year 2004 and 2. Easement C S •. Donald ui 1 . . and wile Lauri Mc Vow i • 37, filed for recce! on Ma 222 , i To Power & L ight . _ _ . - , ids, Dallas County. Texas. 1937 and recorded in 3. A 30 foot b East and 'Wt eito ` th .. tine, an 8 foot building luxe along the wit on s c s . 'Wing tine along the North property line, as . , , , RPLS No. 3740, dated November 2 i, 2003, revised January 2 • 4. Any portion of the Property + thin the . shown on stuveyp by !%- H , .. • es o 37 4 d year flood plain, as 2003, revised Jan 29, 2004. • No. 3740, dated November 2 t, , S. h»ert along the Northeast • , . Hennessey, RPLS No. 3740, dated v . * on survey Prepared by Peter 0 i. + +3, revised January 29, 2004- 6. Any l 'tiort of the property situated • . or along the East ply line• the c tcrline of the creek situated near ( 6::°:111°1 z °24 060 <0 6 ) (40 r 9 g 465)1 tr.':$11 • 0 • *`. 81 :C 114 c chiTz: 03 23 06020 Appendix B (April 2008 LOMR) Federal Emergency Man .gement Agency U Washington, D.C. 204-72 MAR 2 4 2008 CERTIFIED MAIL RETURN RECEIPT REQUESTED IN REPLY REFER TO: Case No.: 07- 06 -2203P The Honorable Douglas N. Stover Communit Name: City of Coppell, TX Mayor, City of Coppell Communitm+ No.: 480170 P.O. Box 9478 Effective Date of Coppell, TX 75019 This Revision: APR 2 4 2008 Dear Mayor Stover: The Flood Insurance Study report and Flood Insurance Rate Map fir your community have been revised by this Letter of Map Revision (LOMR). Please use the enclosed ann vtated map panel(s) revised by this LOMR for floodplain management purposes and for all flood insurance policies and renewals issued in your community. Additional documents are enclosed which provide information regarding this LOMR. Please see the List of Enclosures below to determine which documents are included. Otlkier attachments specific to this request may be included as referenced in the Determination Document. If you have any questions regarding floodplain management regulations for your community or the National Flood Insurance Program (NFIP) in general, please contact the Consultation Coordination Officer for y —our community. If you have any technical questions regarding this LOMR, please contact the Direc4or, Mitigation Division of the Department of Homeland Security's Federal Emergency Managem ent Agency (FEMA) in Denton, Texas, at (940) 898 -5127, or the FEMA Map Assistance Center toll free at 1 — 877 - 336 -2627 (1- 877 -FEMA MAP). Additional information about the NFIP is available on our website at http: / /www.fema.gov /nfip. Sincerely, Joshua A. Smith, CFM, Program Specialist For: Willitam R. Blanton Jr., CFM, Chief Engineering Management Branch Engineering Management Branch Mitigation Directorate Mitigation Directorate List of Enclosures: Letter of Map Revision Determination Document Annotated Flood Insurance Rate Map Annotated Flood Insurance Study Report cc: Mr. Ken Griffin, P.E. Director of Engineering Public Works City of Coppell Mr. Michael H. Boyd, P.E. Executive Vice President Nathan D. Maier Consulting Engineers, Inc. Page 1 of 4 Issue Date: MAR 2 4 2008 Effective Date: APR 2 4 2008 Case No.: 07- 06 -2203P LOMR -APP ti ?Axr ', ° Federal Emergency Management Agency U ;• 0 ° Washington, D.C. 20472 -AND S LETTER OF MAP REVISION DETERMINATION DOCUMENT COMMUNITY AND REVISION INFORMATION PROJECT DESCRIPTION BASIS OF REQUEST City of Coppell BRIDGE FLOODWAY Dallas County HYDRAULIC ANALYSIS Texas NEW TOPOGRAPHIC DATA COMMUNITY COMMUNITY NO.: 480170 IDENTIFIER Grapevine Creek APPROXIMATE LATITUDE & LONGITUDE: 32.57, - 97.014 SOURCE: USGS QUADRANGLE DATUM: NAD 27 ANNOTATED MAPPING ENCLOSURES ANNOTATED STUDY ENCLOSURES TYPE: FIRM* NO.: 4811300155 J DATE: August 23, 2001 DATE OF EFFECTIVE FLOOD INSURANCE STUDY REPORT: June 16, 2005 TYPE: FIRM' NO.: 48113C0135 J DATE: August 23, 2001 PROFILE(S): 212P, 213P and 216P FLOODWAY DATA TABLE: 8 Enclosures reflect changes to flooding sources affected by this revision. * FIRM - Flood Insurance Rate Map; '" FBFM - Flood Boundary and Floodway Map; " "' FHBM - Flood Hazard Boundary Map FLOODING SOURCE(S) & REVISED REACH(ES) Grapevine Creek - from approximately 1.650 feet downstream of Denton Tap Road to approximately 100 feet downstream of St. Louis Southwestern Railway Tributary G -1 of Grapevine Creek - from just upstream of the confluence with Grapevine Creek to approximately 800 feet upstream SUMMARY OF REVISIONS Flooding Source Effective Flooding Revised Flooding Increases Decreases Grapevine Creek Zone AE Zone AE YES YES Floodway Floodway YES YES BFEs* BFEs NONE YES Tributary G -1 of Grapevine Creek BFEs BFEs NONE YES • BFEs - Base Flood Elevations DETERMINATION This document provides the determination from the Department of Homeland Security's Federal Emergency Management Agency (FEMA) regarding a request for a Letter of Map Revision (LOMR) for the area described above. Using the information submitted, we have determined that a revision to the flood hazards depicted in the Flood Insurance Study (FIS) report and/or National Flood Insurance Program (NFIP) map is warranted. This document revises the effective NFIP map, as indicated in the attached documentation. Please use the enclosed annotated map panels revised by this LOMR for floodplain management purposes and for all flood insurance policies and renewals in your community. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at 1- 877 - 336 -2627 (1- 877 -FEMA MAP) or by letter addressed to the LOMR Depot, 3601 Eisenhower Avenue, Alexandria, VA 22304. Additional Information about the NFIP is available on our website at http: //www.fema.gov /nfip. Joshua A. Smith, CFM, Program Specialist Engineering Management Branch Mitigation Directorate 1 10.3.1.07062203 102 -i -A -C Page 2 of 4 issue Date: MAR 2 4 2008 Effective Date: APR 2 4 2008 Case No.: 07- 06 -2203P LOMR - APP iQpRT,y • Ft Federal Emergency Management Agency o � 1- Washington, D.C. 20472 '4 ND 5 LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) COMMUNITY INFORMATION APPLICABLE NFIP REGULATIONS /COMMUNITY OBLIGATION We have made this determination pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (P.L. 93 -234) and in accordance I with the National Flood Insurance Act of 1968, as amended (Title XIII of the Housing and Urban Development Act of 1968, P.L. 90 -448), 42 U.S.C. 4001 -4128, and 44 CFR Part 65. Pursuant to Section 1361 of the National Flood Insurance Act of 1968, as amended, communities participating in the NFIP are required to adopt and enforce floodplain management regulations that meet or exceed NFIP criteria. These criteria, including adoption of the FIS report and FIRM, and the modifications made by this LOMR, are the minimum 1 requirements for continued NFIP participation and do not supersede more stringent State or local requirements to which the regulations apply. I We provide the floodway designation to your community as a tool to regulate floodplain development. Therefore, the floodway revision we have described in this letter, while acceptable to us, must also be acceptable to your community and adopted by appropriate community action, as specified in Paragraph 60.3(d) of the NFIP regulations. I NFIP regulations Subparagraph 60.3(b)(7) requires communities to ensure that the flood - carrying capacity within the altered or relocated portion of any watercourse is maintained. This provision is incorporated into your community's existing floodplain management ordinances; therefore, responsibility for maintenance of the altered or relocated watercourse, including any related appurtenances such as I bridges, culverts, and other drainage structures, rests with your community. We may request that your community submit a description and schedule of maintenance activities necessary to ensure this requirement. I COMMUNITY REMINDERS We based this determination on the 1- percent - annual- chance flood discharges computed in the FIS for your community without considering subsequent changes in watershed characteristics that could increase flood discharges. Future development of projects I upstream could cause increased flood discharges, which could cause increased flood hazards. A comprehensive restudy of your community's flood hazards would consider the cumulative effects of development on flood discharges subsequent to the publication of the FIS report for your community and could, therefore, establish greater flood hazards in this area. I Your community must regulate all proposed floodplain development and ensure that permits required by Federal and/or State law have been obtained. State or community officials, based on knowledge of local conditions and in the interest of safety, may set higher standards for construction or may limit development in floodplain areas. If your State or community has adopted more restrictive or I comprehensive floodplain management criteria, those criteria take precedence over the minimum NFIP requirements. I We will not print and distribute this LOMR to primary users, such as local insurance agents or mortgage lenders; instead, the community will serve as a repository for the new data. We encourage you to disseminate the information in this LOMR by preparing a news release for publication in your community's newspaper that describes the revision and explains how your community will provide the data and help interpret the NFIP maps. In that way, interested persons, such as property owners, insurance agents, and mortgage lenders, can I benefit from the information. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at 1-877 -336 -2627 (1- 877 -FEMA MAP) or by letter addressed to the LOMR Depot, 3601 Eisenhower Avenue, Alexandria, VA 22304. Additional Information about the NFIP is available on our website at http: //www.fema.gov /nfip. Joshua A. Smith, CFM, Program Specialist Engineering Management Branch Mitigation Directorate 112553 10,3.1.07062203 102 -I -A -C { Page 3 of 4 Issue Date: MAR 2 4 2008 Effective Date: APR 2 4 2008 Case No.: O7- 06-2203P LOMR -APP � a Federal Emergency Management Agency Washington, D.C. 20472 1 AND SEGJ LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) We have designated a Consultation Coordination Officer (CCO) to assist your community. The CCO will be the primary liaison between I your community and FEMA. For information regarding your CCO, please contact: Mr. Frank Pagano I Director, Mitigation Division Federal Emergency Management Agency, Region VI Federal Regional Center, Room 206 800 North Loop 288 1 Denton, TX 76209 (940) 898 -5127 I STATUS OF THE COMMUNITY NFIP MAPS We are processing a revised FIRM and FIS report for Dallas County in our countywide format; therefore, we will not physically revise and republish the FIRM and FIS report for your community to incorporate the modifications made by this LOMR at this time. Preliminary I copies of the countywide FIRM and FIS report, which present information from the effective FIRMs and FIS reports for your community, were submitted to your community for review on June 22, 2007. We will incorporate the modifications made by this LOMR into the countywide FIRM and FIS report before they become effective. 1 1 1 1 1 This determination is based on the food data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at 1-877- 338 -2627 (1- 877 -FEMA MAP) or by letter addressed to the LOMR Depot, 3601 Eisenhower Avenue, Alexandria, VA 22304. Additional Information about the NFIP is available on our website at http: / /www.fema.gov /nfip. / Joshua A. Smith, CFM, Program Specialist Engineering Management Branch Mitigation Directorate 112553 10.3.1.07062203 102 -I-A -C Page 4 of 4 Issue Date: MAR 2 4 2008 Effective Date: APR 2 4 2008 Case No.: 07- 06 -2203P LOMR -APP Federal Emergency Management Agency 0 4, . Washington, D.C. 20472 -Lyn SE, LETTER OF MAP REVISION DETERMINATION DOCUMENT (CONTINUED) PUBLIC NOTIFICATION OF REVISION PUBLIC NOTIFICATION BFE (FEET NGVO 29) MAP PANEL FLOODING SOURCE LOCATION OF REFERENCED ELEVATION NUMBER(S) EFFECTIVE REVISED Grapevine Creek Approximately 300 feet downstream of 485 484 48113C0155 J Denton Tap Road Approximately 300 feet downstream of 502 501 48113C0155 J St. Louis Southwestem Railway Tributary G -1 of Grapevine Creek Just upstream of the confluence with Grapevine Creek 494 493 48113C0155 J Within 90 days of the second publication in the local newspaper, a citizen may request that we reconsider this determination. Any request for reconsideration must be based on scientific or technical data. This revision will become effective 30 days from the date of this letter. However, until the 90 -day period has elapsed, the revised BFEs presented in this LOMR may be changed. A notice of changes will be published in the Federal Register. A short notice also will be published in your local newspaper on or about the dates listed below. Please refer to FEMA's website at https: / /www.floodmaps. fema.gov /flim/Scripts/bfe_main.asp for a more detailed description of proposed BFE changes, which will be posted within a week of the date of this letter. LOCAL NEWSPAPER Name: Coppell Gazette Dates: 04/02/2008 04/09/2008 This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. if you have any questions about this document, please contact the FEMA Map Assistance Center toll free at 1- 877 - 336 -2627 (1- 877 -FEMA MAP) or by letter addressed to the LOMR Depot, 3601 Eisenhower Avenue, Alexandria, VA 22304. Additional Information about the NFIP is available on our website at http: //www.fema.gov /nflp. I Joshua A. Smith, CFM, Program Specialist Engineering Management Branch Mitigation Directorate 112553 10.3.1.07062203 102 -I-A -C DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY Proposed Base Flood Elevation Determination for the City of Coppell, Dallas County, TX and Case No. 07- 06- 2203P: The Department of Homeland Security's Federal Emergency Management Agency solicits technical information or comments on the proposed Base (1- percent- annual- chance) Flood Elevations (BFEs) shown in the Flood Insurance Study (FIS) and /or on the Flood Insurance Rate Map (FIRM) for your community. These proposed BFEs are the basis for the floodplain management measures that your community is required to either adopt or show evidence of having in effect in order to qualify or remain qualified for participation in the National Flood Insurance Program (NFIP). For a detailed listing of the proposed BFEs and information on the statutory period provided for appeals, please visit FEMA's website at https:// www. floodmaps .fema.gov /fhm/Scripts/bfe main.asp, or call the FEMA Map Assistance Center toll free at 1- 877 -FEMA MAP. FEMA: Base Flood Elevation Notices on the Web Page 1 of 2 FEMA v Home View Notices Add Notice Edit/Delete Notices Administration Logout Download RTF Table DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency Changes to Base Flood Elevations Determinations AGENCY: Federal Emergency Management Agency (FEMA), Department of Homeland Security. SUMMARY: On August 23, 2001 the Department of Homeland Security's Federal Emergency Management Agency identified Special Flood Hazard Areas (SFHAs) in the City of Coppell, Dallas County, Texas, through issuance of a Flood Insurance Rate Map (FIRM). The Mitigation Directorate has determined that modification of the Base (1- percent- annual- chance) Flood Elevations (BFEs) for certain locations in this community is appropriate. DATES: Upon the second publication of notice of these changes in a newspaper of local circulation in your community, any person has 90 days in which he or she can request, through the Chief Executive Officer of the community, that the Mitigation Directorate reconsider the determination. Any request for reconsideration must be based on knowledge of changed conditions or new scientific or technical data. All interested parties are on notice that until the 90 -day period elapses, the Mitigation Directorate's determination to modify the BFEs may itself be changed. ADDRESSES: Any person having knowledge or wishing to comment on these changes should immediately notify: City of Coppell The Honorable Douglas N. Stover Mayor, City of Coppell P.O. Box 9478 Coppell, TX 75019 FOR FURTHER INFORMATION CONTACT: William R. Blanton, Jr., CFM, Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street SW, Washington, DC 20472, (202) 646 -2903. SUPPLEMENTARY INFORMATION: A hydraulic analysis was performed to incorporate modification to an existing bridge over Denton Tap Road across Grapevine Creek and updated topographic information along Grapevine Creek from approximately 1,650 feet downstream of Denton Tap Road to approximately 100 feet downstream of St. Louis Southwestern Railway and along Tributary G -1 of Grapevine Creek from it's confluence with Grapevine Creek to approximately 800 feet upstream. It results in increases and decreases in SFHA and floodway width for Grapevine Creek and has resulted in decreased BFEs for both flooding sources. The table below indicates existing and modified BFEs for selected locations along the affected lengths of the flooding source (s) cited above. * Elevation in feet (NGVD) file: //R:1NEW- REGIONO6 \48 TEXAS \i 13 DALLAS COUiNTY \07- 06- 2203P\Correspon... 3/20/2008 FEMA: Base Flood Elevation Notices on the Web Page 2 of 2 + Elevation in feet (NAVD) # Depth in feet above ground ^ Elevation in meters (MSL) 4 Source of Lat/Long Existing Modified Affected Flooding Location Coordinates BFE BFE Communities Grapevine Creek City of Coppell Approximately 300 feet 32° 57' 15" / - downstream of Denton 96° 59' 16" * 485 * 484 Tap Road Approximately 300 feet 32° 57 09 - downstream of St. Louis 97° 00' 04" * 502 * 501 Southwestern Railway Tributary G -1 of Grapevine Creek City of Coppell Just upstream of the 32° 57' 10" / - confluence with 96° 70' 45" * 494 * 493 Grapevine Creek All elevations referenced to the National Geodetic Vertical Datum of 1929 (NGVD). 1 National Geodetic Vertical Datum, rounded to nearest whole foot 2 North American Vertical Datum, rounded to nearest whole foot 3 Depth in feet above ground, rounded to nearest whole foot 4 Mean Sea Level, rounded to the nearest 0.1 meter The changes are being made pursuant to Section 206 of the Flood Disaster Protection Act of 1973 (Public Law 93 -234) and are in accordance with the National Flood Insurance Act of 1968, as amended (Title XIII of the Housing and Urban Development Act of 1968, Public Law 90 -448), 42 U.S.C. 4001 -4128, and 44 CFR Part 65. Under the above - mentioned Acts of 1968 and 1973, the Mitigation Directorate must develop criteria for floodplain management. To participate in the National Flood Insurance Program (NFIP), the community must use the modified BFEs to administer the floodplain management measures of the NFIP. These modified BFEs will also be used to calculate the appropriate flood insurance premium rates for new buildings and their contents and for the second layer of insurance on existing buildings and contents. Last Updated: Thursday, March 20, 2008 FEMA 500 C Street, SW Washington, D.C. 20472 Phone: (202) 566 -1600 file: / /R: \NEW- REGION06 \48 TEXAS\113 DALLAS COUNTY\07- 06 -2203P \Correspond... 3/20/2008 1 g IV Legend \ 0 ce a. CIT OF 1% annual chance CAP' EL (100 -Year) Floodplain 0 480 70 1% annual chance I z BETHEL (100 -Year) Floodway w SCHOOL ROAD 0.2% annual chance ROAD (500 -Year) Floodplain EVI • ED . ,. 111.3°\\>. AE _ o ff if vitt- a w V E 7 i�' © z z cri APPROXIMATE SCALE IN FEET 1 g 490 w O 1.000 500 0 1,000 a ZONE AE 0 MEADOW REEK < z o 489 87 �� ! NATIONAL FLOOD INSURANCE PROGRAM � ROAD = O ZOVE , CI 494 w , _ r 482 499 RM Tributary G -1 ii' '• � , � ' I F o RM SURANCE RATE MAP' of Grapevine r-� ► 493 ZONE X I �� ' i 1 ! � Creek � AS COUNTY, 4 93 - 494 Grapevind 48. `-' I !i i it BETHEL ROAD Cree Si'-- ! I '' I ; I ,' TEXAS AND ZONE X 4: � I INCORPORATED AREAS, ZONE X � �` b ZONE X c+ 48 4 Grapevine , Fuoy1AI Creek PANEL 155 OF 725 3 ,,, S E N i GLENDADALE I (SEE MAP INDEX FOR PANELS NOT PRINTED) I CONTAINS: 502 ST L O UIS - 11 1I I I COMMUNITY NUMBER PANEL SUFFIX ti i , ZONE X � � .,, - 5 01 REVISED ' i.il' Tom oF 100157 5 /mlro 0155 J A Z) J ZO AE AREA • i t i;r =T 0 p 0155 , mom 0155 J "� . ��' u i BELTLINE ROAD - . 4 F ,;:„:,CT LOMR da ° F TIVE �p APR 2 4 X08 Ir ZONE X w MAP NUMBER , :1 I CITY OF �. 4811300155 J w DALLAS , ` + " •; j EFFECTIVE DATE: m 480171 i!i ;., AUGUST 23, 2001 ! � Ipv i : AIRLINE DRIVE North Lake Federal Emergency Management Agency ( J " Legend RU ROAD 1% annual chance (100 -Year) Floodplain 1% annual chance ZONE X (100 -Year) Floodway 4,; 0.2% annual chance KAY STREET (500 -Year) Floodplain CITY OF a Tribut 1 G -1 COPPELL ° otsrn- r i1 i _ 480170 Creek FLOOD HAZARDS SHOWN OUTSIDE THE CITIES OF LIMIT OF DALLAS, AND IRVING ARE FOR INFORM DETAILED ZON AE INFORMATION PURPOSES ONLY. FOR FLOOD APPROXIMATE SCALE IN FEET STUDY ,. INSURANCE PURPOSES REFER TO SEPARATELY aoo 500 _ 0 � v . PUBLISHED FLOOD INSURANCE RATE MAPS. LOCH ii fll I II [NATIONAL FLOOD INSURANCE PROGRAM; AV 1 t4 96 y 1 l — — bp ENUE BETHEL ROAD 2 FIRM o - FLOOD INSURANCE RATE MAP ZONE A REVISED _, d AREA z DALLAS COUNTY, re >- ' �� TEXAS AND Y LI' ZONE AE INCORPORATED AREAS[ a a0 6'00 U PANEL 135 OF 725 ---r-- 502 (SEE MAP INDEX FOR PANELS NOT PRINTED) ST. LOUIS ZONE X RAILWAY SOUTHWESTERN _ Pillt"411 ZONE AE 0 SOUTHWESTERN 07 (EL 502) 1 COMMUNIT NUMBERPANEL SUFFIX BOULEVARD rJ ' ji II Ili corr MOM 0175 J LIMIT OF REVIE ■) I � [ [ �.cm .eo +T� ors 1- STUDY T; JrQ (1 V ■ a �eo�eo 0135 0: ' 8 I 1111111 REFLE i W �► }�iIII LOMB `� ce EFFEC /1'111 APR 2 4 2008 ZONE X MAP NUMBER �. • . 48113C0135 J F.• COTTON ROAD `s� ' 76 I EFFECTIVE DATE: RM200 I ' AUGUST 23, 2001 AIRLINE DRIVE 1 rt o" 1 Federal Emergency Management Agency i FLOODING SOURCE FLOODWAY BASE FLOOD WATER SURFACE ELEVATION (NGVD FEET) CROSS SECTION DISTANCE WIDTH (FEET) SECTION AREA MEAN VELOCITY WITH FLOODWAY WITHOUT (SQUARE FEET) (FEET SECOND) REGULATORY FLOODWAY INCREASE Glenn Branch A 680' 64 576 8.2 636.8 636.8 637.8 1.0 B 1,940' 58 531 8.1 644.4 644.4 645.2 0.8 C 2,940' 55 343 D 2,750 69 464 8.6 650.4 650.4 651.2 u.0 6.4 658.7 658.7 659.6 0.9 E 5,100' 130 479 6.2 688.9 688.9 689.9 1.0 Grapevine Creek A 8,500 300 1,778 g 5 . 5 439.6 438.5 s 438.5 a 0.0 12,900 940 3,141 3.1 448.0 448.0 448 0.5 C 14,170 470 2,079 5.3 453.0 453.0 453.8 0.8 D 16,543 638 4,624 2.4 461.5 461.5 462.3 0.8 REVISED E 20,700 370 3,063 3.9 F 471.5 471.5 472.3 0.8 DATA 22,700 2 200 1,566 7.5 478.0 478.0 478.4 G 24,000 2 349 2,498 0.4 4.7 482.5 482.5 482.9 0.4 H 26,851 4 136 1,061 11.2 488.3 488.3 I 31,680 119 1,301 488.4 0.1 8.1 506.7 506.7 507.1 0.4 Tributary G -1 of Grapevine Creek A 945 137 B 3,125 82 432 4.0 493.7 493.7 493.7 0.0 7.3 499.5 499.5 499.7 0.2 'Feet above mouth 'Feet above confluence with Elm Fork T VI SE c tA 1 1I without consideration of flooding from Elm Fork Trinity River ' Feet above confluence with Grapevine creek m D FEDERAL EMERGENCY MANAGEMENT A FLECT LO M R FLOODWAY DATA DALLAS COUNTY, T m AND INCORPORATED A PFECTIVEA II 2 4 2008 GLENN BRANCH - GRAPEVINE CREEK - TRIBUTARY G -1 OF GRAPEVINE CREEK - 520 C .CHCpC■ ■ ■CC ■.CCH ■CCCN■ ■% C,:C■ CC■ ■■ 520 ■MEn ■■ ■ ■1111■■■■■■■ W ■ME■■■ ■Nn 1 I ■■■n ■NOW■ ■■■■■■■■■■■■H■n■■■■■ C ■■■■■■■■n 1111■■■■ N H■H11■■■■ ■ i I � _ ■MEW■N■ ■W 1 • 1111■ ■H W■■■..■ 1111■■■ H■■■■■■ ■■W■■■■■n■n■E■ ■■■■■■■■■■■q•■N■N ■■■■■■CH■NN■■■■ i1UC 1 , ■ H■■ME i , ' nHC■■ ■n■ ■CC■g 11 ■■■■■■■■■■■n=I: ■■■q■■■■■■■HHnn■ ■■■■■■■■P■■gNnN■■■■■ `i ■■W ■ ■ ■ ■ ■■n ■■■ ■■■nn■ MUM ■■■■■■■■nnn■ ■ ■ ■ ■ ■ ■■ ■i■m+■+um+■�+�■ ■■■■■O■ ■ WHO■ ■ ■u ; a■■■■■■■■■■■■ ■■W■■■■WH■■ MIME ■ O■■■nN■n W ■■n■■■■■■ ■W■1 m++■++++++++ +s++ NNI■N■ ■ ■■ ■q■■■ ; ' 11:::=91=110 ■■ ■■H ■W 1111 ■ ■u■ ■ ■■■Nn ■■■■■N■■■nNN■ 1111 ■N■■ ■ ■ ■ :■■■■ u ■■■■ mu ■ ■■ � I ■■r■■■ H■■num Am ' N ■■':::C■':1■ ■■ ■ ■Nn■■HH■ ■■n■n■■ ■C.W -min 510 ■■■H■nN ■nN■Nn ■Ntr , i ` A■-■■ ■ ■ W ■HNn ■uN ■■n■NN ■■■On■■■■ NN■ .:nn 1111■ ■■ 11 510 11■■■■ ■■■■W n■■■■N■tyN■M■ ■■ ■■KCI1� ■ ■■ ■OWN ■■ ■MMMWnM nW ■■ ■ ■N q■■■ ■N■■■■ B■■ ■ N ■ ■ ■■■ ■ ■W ■ ■q ■■■■■■uW:llq■ ■ ■ ■Oq■ ■H■ ■q■ ■■■■■MAMMI i■■ ■ ■■1�11f=■■■■■N■■■■■■■ n■■■■n■M ■ ■ ■ ■ ■ ■ ■ ■q ■N■ ■■■■ ■ ■ ■ ■ ■■■� ;Ill ME■■■n■Hn ■N ■ ■O■11H ■1 dmir tammi llr�O■ ■ ■WN■H■ r:ll■■■ ■ ■■■■ ■■ ■ ■■■■■ ■ ■■■ ■ ■n■ Nn ■■■■n■qW■ ■■■■■■■■■■ �1 ■■■■■■■■■■ WN■■■ ■11■■■IidHE:a.an■l:�Ih ■ ■nH■H■N■■■ t II W■ q■■n■n■n■N■■■C■N ■ ■ ■ ■■■■N■ 1111 ■n■■■ ■■ niss ■■■■■IIII■q■■■■■■■■■H ■■■ LIMER ci■■■■ �I1,■■■■■■■ ■■n■■■■N,Mi�■nl ■■ ■■■■ ■■ ■■■n ■■■___ 1■■■■■■ ■■IM■ ■■■■ N NE 1111 ■n ■ ■■■. ■■■■ ■ C CCCC■ i ■1 . � 7 MI j WNM■Nn ■■■411 ��■■ 1111■ ■■nn ■■■N■■■■■ ■n■■ ■•••q•■■■•n■■_IMB.1 Nd N ■111= ■■H■ ■■ME ■■H■aJ� ■■■■■C ■n■■■■■■NNN■nH■ ■■■■■■N■■■■■� ■■■ ■■N■■■■■ OM01 N■ y ■■n■■■n■■■W■u■■■■ FAMMM ■IMMMFg11_■■ ■N■■■H■ ■MMMU■ 1111 ■ W■H ■ ■■■■n■■ ■n� :J N I:.��a; - -�. • ■■■■■■■■■■■■WGI 1111 W 500 ■■■■■N ■n ■ ■ ■ ■W ■H ■ ■■ -1 MWAMM■nt• Ali:!■■■ ■ ■n■■■N■■Ht ■■■■■■■■■■ N■ WN ■ ■■■■■NN■■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■I■a�■� ■■■■■■■■■■■ ® ■--11n■■■ 50o J W 1111■■ ■■ ■ ■N■■11■■■N■■■■■ " ■ m.. ■ ■ N ■ ■ ■ ■■ ■ 1111■ ■ ■R ■■■■H ■ ■ ■H ■ ■n •• ■■■■■■■■■■■■■■ ■■■■■■■■■■ am. 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NPJG=arN ■ ■N■ ■■■■H ■ ■ ■ ■ ■ ■ ■■ 1111 ■ ■■ ■ ■ ■■n - ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■! - 4 60 11 . .1111■■■■ 11■■■■■■■■ N■■■■ ■■ LL LL ■ ■N■ ■■H■W •■ ■NW 11 Pert ■n■■■ ■ ■ ■■■■ ■■ uME■■C■■■n■■■C ■ ■ ■ ■■qhn ■■ ■■■■■■■■ C■�i■ ■ ■ ■ ■ ■ ■n ■ ■1 • +11++++11+ ■C++ ++++ ++ 1111■■ ■ ■nn ■ ■N ■ ■ ■ ■ ■��i�i�■ ■ N ■ ■ ■ ■ ■ ■ ■■ ■ ■■ ■■ 1111 ■ ■■ ■■■n■■■ 1111■■ ■ ■ME C ■■■ N■ H ■■■■ ■■■ ■■■ ■ ■H�+■++ + + + +++ ■N ■+ .1 q ■■N■■■■ ■■ 1111 ■■■! /.��J %lliq ■ ■ ■■ ■■u■■W ■■■N■ Hn ■■ ■■nn H■■■■ ■WON!.+ ■ ■ ■ ME ■■ Nn ■ ■ ■ ■ ■ ■nH 1111■■■ ■n �C Im 1111■ NI■HWC __ ■ ■ ,ie ■W ■HOW ■H■ 1111 ■ ■N ■ ■N ■■ n ■W ■ O!C: 1111 1111 ■ ■ ■n H ■■n ■ ■ ■ ■ ■ ■ ■■ ■■■■ ■�C ■■ ■ ■u /C n ■■�■ 1111 ■ ■O■ ■ W NW ■_ ■!!: ■n 1111 ■ ■q■ ■ ■ ■ ■ ■MEf�►` Hn ■ n■ v1 1111 :C1111 tgO CICC: C C ■ ■ N U. 1 aCC.. 1111 ■ ■ ■ ■n ■■ CCCC= C°■CCH■H 1� �n H ■■■ n■■■n ■ ■ ■ ■ ■ ■ ■■11[I � ■ ■ ■q ■W r /■=■N ■ Nn■ ■ ■■N■■MEtsG/■■ ■ ■. ■ ■■ ■■■Cmm■ w w • ■OOON■■�.t9r■ •■NN ■■■■ ■ ■■W■■�■ i ; ■■■N■■■N■W ■ ■■■N ■ ■ ■n■■ _ 1�■C■ ■■■■ ■n HW ■ ■■■ ■ ■■■■ ■ ■N■■ ■ ■■■■ ■■■■■ ■N ■■ i ' ' ■■■■! e:a■■HH ■n■p H■ ■N ■■■ ■ ■W■ ■H■■■nHNN■■ ■ ■ ■ ■NMEdirLAWIR ■■ ■HNH■ N■ ■■■■■■■■ ■n■■■■■ ■C ■n■■■■■■■11■■H■ W . 450 +SGr ±afcam ■■ ■ ■ ■ ■ ■qn■N■■ HN ■O ■ ■■■ ■■ ■N■■■■ ■ ■ ■ ■ ■■ 1111■■ /!GiN■■■■■N ■■■■■■■■ ■q ■n■■ 1111■■ 450 0 a ` ' !nag • ■H ■■■N 1111 ■ ; , mom s 1 u ■ uummu +Si■■■■ ■ ■O ■ ■■ sum W ■O■■ 0 ; ; ! ■ ELIMOMPEKIi■■■■■■C�■nq I 1111■ ' 1 , I -- C- LEGEND Q Z , _ H ■H N , 1 a v ■ ■H■■11 _+ I , , ■ ! 1 I 1 ' ! ' ' CCC ■ ■ z , C ■W 1111 f 1 I _ .. ■ I I - _.W ■■■n■ I 1 1•••• 1•••• mom O.2% ANNUAL CHANCE FLOOD ■ ± 1 • 1111■ _ . ii/ _ + H ■ME •H •N■ • 1' a 0 g • • �H r NN •••• 1 i i �- 1 I 1 ;_ 1 1 , um - fi ' -- r - - --+- - 1111■■ ■ /) O T , ■ ■� 1 -- - 1-- r . -- }- -;--. 1 1 I ■ - _ 1 X ANNUAL CHANCE FLOOD V a • 440 ■�■■■ _ + +� , _ S IN ■ r 1 f ' Y • ■N■ w ! I , , 1 , • I ■ ■W■■ — - - 'A 1111 ■ a. ■ 1111 -- 2% ANNUAL CHANCE F LOOD W v , 0 ■ n ■ C �i l �� *: C t . ' �N -_ - ++_,___' ! I 1 + ! W ,-, .... _ 1111■■ • ■ ' ' n ■■n■ H■ O 5 V ■ME.i %.■H ■ - , - - 1 i 1 � I • I , ' .- 1 _ t n■ : ■■ 1 1 ilillaimmummalli __ __ __ __ __ -- 70X ANN CHANCE FLOOD W Z :%11 N ■■ME■■ ■ME ji l e 1 I I ;Milli 1 H � i j n q q m� 1 III �� STREAM BED W ...1 Z ' 1 ipiu qm ' I ' i -4 n■■il.■ ' " t ru . a ■ ■11■ /N'7■ J Q Q ■H■ f 17 2 , ! + ; ; i ; N W , i `� ■ CC ■ 1111; ■■ v R i I I caoss SECTION LOCATION um , i 1 ' : ■■ I t ; 1 ■■■ME ■■ , . ' . 4 ■■■Hqu 1 1 C■W■gH■■u ■■ 1111 W I 430 ,11,i I1,1 , !,,;• 1,'_ilii !.1.t,1! 1.• 1, 1 111 1. i..i till I.; ; _ C N ' _ 0 W 13 14 15 16 17 18 19 20 21 22 23 24 25 26 u' STREAM DISTANCE IN THOUSANDS OF FEET ABOVE CONFLUENCE WITH ELM FORK OF TRINITY RIVER 212P I 550 1 i T.T , � ' �� I; I _ ' ': I; I I I II I I : i I 1 t I i 1 ; ' i ' - -- -- r -1 - ( i --1-. I 1 L- r --! - 4 - - - ' , + ; �- I { i - f. - - T - ' T I 550 i 'i -1'i -, ..,__ • +- -- t r • . - f � ' � +_t - i - -- , I- 1- -+ t 1! I ! I f r t - f , I - 1 I j I i. T _� I I ■ 11 I I -- t , i I r f 1 - , t , _ -r ® I I E Nq - t - I . _ ' , _+. 1 - -t_'- -i --1 , , -_ - t - 1 - { I i I i, , I 1 I ', 1 1 I ■ I - - 1-- i-_ I `_�I L� �. 7 I ! I I , I f , I ' - --I--` I --{-- ' ■ I - j ' , -+ - -1 I --4- -4 - + - 11114 { - 1 j 1 _ ! ' . i I i � I' , 1 ; i +- fi r 1 * i T 1 I - : � I 1 1 ' -i-I + fi �ft _ , 1 11 L1 1 ! _ 'T� I!i I 1 I I 5 i 1 I 1 ti' t f I 1 I I • 40 i L 1 , ' : n r _ : [API' !- + - _ _,_ I �� _ 1 , : _ 1 1 _> • r I 540 masa L N J�1L�■■IrL1 ' I 11` I 1 I � �-r --+ I � - �- 1 I 1 I ftiiii 1 •�� ; L i , < i r i - I !i■ ■ri �+_ I 1 �. 1 f Liuiii 1 + _ i - ; ■� H I L�Yt11N■N _� { r I I I;' G 1-_-1- -� I i II t- ! j I W Fi ri M ■� Hy � j t- � I 7 ' 1- 4 _i_ ± 1 I I r ■ ` La a I 1 1 ci..c� `i1 ■■ru■■■ II 1 , • �^;� ! I i ! 1 'a ,. ■■■r 1 W 530 f LIJ'M r , I ! r I t I I 1 I M■NL„7 I �- 1 1 1 ' ■■ 1 1 530 1.1,J W ., ! I .1U 1 -_ 1 I I _ - t l ! ' j . - •• -• r - ii i _ I . I 1_ 1 I J � 1 ! - t 1 1 � i 4. 1 ! - r - _ � ' � _ I I �1 �� - - --+ � -- I i - i ' f CI I , j � 1 - . , _ I 1 I ',iG' I - .` . f I 1 ' �' -- 1 + � _ I _ ice_ - � - . 1 • : .--- 1 I , L - - - L - -__ - 1 ' ' I � ` . _ i _ j 1._ - - _ . De U.I -- , ' - -' -_ - . 1 .- - , t , ! - -- i -'-r - ,L_:H_A_ 1 --i -`. - { -L --- t 1 . - 1 1 -- j ---t -r. - -L- -- - -- - ' � i _- -- : - + - - - T - T -• - ' I ill r ? • - - -� _! I 1 { - • j I �� i j l T 1 1 I I, I I 1 1 1 I I - T� ' ' Q 520 I' I I 1 1 - -- ' ' - l i 1 1 'l I i �f I — - I I I � 1 1 I I i t I I I I I - I - ' i! i 520 UNI .� __— T + - _- - - - _- _ 1-- _ - .._ -r. + j _ _,, ` -HI-- 1 • -_ I _ i i 1 I - O • CIL -- 1 - , I- � f -- - 1 _T}_ - .: . • -{� 1 - I I 1 - I - I I I - - - -- '- r 1 -4 7- - -- - - --- -- - '_--� - T- - - -- - - r - - - - t - - t -- .. I _ 1 -_ ' I I — - , . , 1 O • N - - - - _ * - - �4 - -- � +- -�- -- _ �- + _ ;- i - .- . ,- . ! ' 1 i rt LL �. 1� + Y 1 ' .; 1 u Ill • 5 10 I I 510 ■ iE , , 1 i - 1 - -:-- -� i -- _ _ ._ -. - - - - --'- I '- -r- --'- - - - , _ _ - I -- - -- - -- T - -- -7 -1- T' '�- - ', -_ t. - .___f_ ! i 4_ 1 - _ �. i , f Z _ _ --..-±-,----. .. _ +_L_ -.,--i- T .- , : r - .?._^. - - + - --- - - t- ! T - -- j - : - I I ' - f- t- `: : • ! - 1 -- 1- - - - - --- .17". _ m a Ce _ _ - • I fir/ dii _ L. , i 500 icc J I - t ��- t I I >-� 500 L'LI J '- - . . - tea � } ' � a + r LT + 1 + - � l t Vbj illiIl2T611.1 ..... W - -�--+ - _� R7/� if - 1 I ? t '�C� - Tr - 1r i . -ter �- - T - - - _ - - - - f - - � -- Y - 'T t . - I --.- _ I- r_i_ - _ • 490 i�� — T I r — - 490 LL 4. ! I- 1 " t 1 - I -a . !. ? I 1 te r --, -- - I 4 I I - 1 ' *a _ T w 1 �i►� r 1 - W 1 1 480 L 480 Q - -L- - II�■ � ■ ■I%�li�l� -- -1 I - `._`+ -1-i a - - ��. , ' I '�-� --.1 , i ti 1 Q _: - r' I i ` , = - - �_ .�_ 1 - LEGEND < - W • �8 I _ _ i I • 1 0.2% ANNUAL CHANCE FLOOD c , , � .- T j + ' _ All " T __ 1 1 - - 1% ANNUAL CHANCE FLOOD �: a • 1 -l. L_ I _ .T _ _ ' _ T 1-T1- f 7_ -_- Err r -- - --. 771 - Z Li • Al l 1 G - -r - - -- i - ' - - -- - 1 - - — ••• ••• — 2% ANNUAL CHANCE FLOOD W v, 0 470 1 _ T ' 10% ANNUAL CHANCE FLOOD y I �I LU • 1 �1 � �.� ? STREAM BED - - -- -- ' , -L- 1 ' • ' T • ' ' _� __ {--4_ �__ _I -- 1_ - - r 1 ! ' I I♦ ■ I I ' 1 ! ! t . I : r ,� - � T �: , CROSS SECTION LOCATION G ' N . , • I - ';-- i ■■Kral I ' 1 j ; LU 460 mum ."' �■ ■■■ -- ■ ■ ■■■■ii■■ , t , '�` W 26 27 28 29 30 31 32 33 34 35 36 37 38 39 u. STREAM DISTANCE IN THOUSANDS OF FEET ABOVE CONFLUENCE WITH ELM FORK OF TRINITY RIVER 213P 1 1 _ .1■■■ ■NH■■ ■N■ ■d • �- ._ H ■u ■ y ■ uW ■ ■H■ 955 114444401•I 1 ■N■ N NH ■ ■ ■MMIII■ ■■M : IiL9llittEli■ ammo ■ m == ■� M NN Nm■i 16■■ I � ■H H _ • mom sum 1 mow ol � o= i i! ■■■ ■■m � 1 ■ t o W in4r. = = HmN■■ ATI ■ W miii EMI= cis - 1 • m9■ ■m■ 950 CZ Ni ■N■■�N _i I.T - 1 + T i 1 n I ; Ii .. 11 tit" I■■N 1, I • 1' I , • I ■ "I • 1I B LLI hr�" ®ml INN ' ' I_-' . ■ • ■ ■H ■� ®H - __i � Z - ' ■ N■HN ■NH Ly. - --I Z MINIM big - - - T - - - _ ■■N■■■■■ • i1 =: i I■mNN■■■■ ummau Hm UM■■umA 11UM■a■■H ' ■ ■ 1 =N W 505 a•■•N�m ••••11111•111":" ••••11111•111":" 1•H•••■■ Go � L - _ ELIBIIIIIII• 945 i l. �■■I I HNN■■■mw■mm■■ ■■■ ■■�■ ■ ■ ■f /N : ; W 1 ( B HA • wilammiiimmlnitio 1 - UM- I j - _ . 1._ _ a ®■■ ■■■ r I ! L - omHU O am 111•11111 � Nm®■m 1 , ' I I_ ; 1_1 - i_...___;_., _ •••••111111 - I ' ' r • I r 1 ■ ■ ■H■ Et ■ ■■■ ■■ ■ ■N NN ■m■■ •••••••• ' I ■ . , ■;irn N 1111111•011111111111111• a mN•m■•N■ •11•••••••• mmNaUM , ...;,imps. , - --r- . 1 ■■■■N■NNH W H■■■■■■■■■ ■■ m■ ■NN■N■�®H■mE■ ■■■■■N %■■2P.i•■■N 500 — - �■M�■■■ _� ■� ■ ■■■mm■ ■■� m H ■■■ m■ ••1111••••••• 940 0 O 1111.11111111.111111.. ■n. ■■■m O • - ••••••1111111 ■w r' ■ ■NUM 1 r ,_ - WE ' ■■■■■Nm■■r -� � ■_ IN ; � - ANNUM � ■ I I ' 111111111••• , 1 0 N ' N � ■ mum I I i■ iiiiu N ■ inu n ! �■ MIT _1 ..1■ ■ ' •■mN I _� r - -- ; .h„' r i ! HUM ' , t::_ ! ' Ce 0 ; 1 T. - aei■■■■■■11 �u 11. _ ■ ■■N■■ -, ■■ I � ■■■ H All ice • 8� N� ■Hn■� •11111••••••• ■■ - � r 1- 93 • Z 495 ■■ IN■. .N mouni i■ ■■■■■maiNgr N■■ L .■�■.■ 1 IIIIIIIN .. . m a W /II I _�io ■nHW ■ ■■ I - vis Z - T ■I,I I � I f . N�!rN■mm■NN ® T •H Min. t - -- ■ F _ ■■•• Og • I .i ■IIIIIIm ■._ti -I ■ ■ + N - - • - - i • a -1- =� .gc 490 -- Im■ • ■m ■NI• ■m■H ■■■m■■►./ ' . ; ■■ ` .� ; , , . 1 , 0 B. Ili J t 1 H i T - 1 • ; - ■n ■i1 c W I I l 1. I 1 1 _ • ,,. i .�V ! ' • I i 1 t7 • - I - _ -- low �� + - t i - — - LL 485 =.. • T t I � I • - I t 1 -r-rirtli. CC r 1 - N� _ I ti- _ , I � II NH N■m ■ S i I • I f i W 1. q y rill - AI�■ I ■NN I • ■ I ■m 9 20 W 480 IuN■■ I . ■V ■■■ ! ,_ ' ' ■fin ! . • - U' Z G i. N . T 1 L I I t 1 LEGEND I I : 1 +-- 0.2% ANNUAL CHANCE FLOO d1 ' i 1 . H■ ! i I i - --- - - !_,Al ■ T - Tl�_ • 1 _ ._ : � - - 1% ANN CHANCE FLOOD O T Aii 1 ■m■ —' 1 - V CL i 1 ■® I u � L-- - 2% ANNUAL CHANCE FLOOD W • 475 1 _ _ ■ 1 _ , N ., - _, t __ _______ t N !_ - ; — __ __ — -- 10% ANNUAL CHANCE FLOOD ; - I - • -�- -� - -- - -- - - I 1 i + STREAM BED i L X 11: I H I - � � __ CROSS SECTION LOCATION g 0 i • , =11M11 • 'i UM W ■m■ 1 [ N N■■■■■■■ . 1 1 , . 1 ' i Q ! I1 ` 470 W 0 5 10 15 20 25 30 35 40 °- STREAM DISTANCE IN HUNDREDS OF FEET ABOVE CONFLUENCE WITH GRAPEVINE CREEK 216P