I II I .......... RECEIVED DEC 3 1985 CASE FILENO.__ RECEIVED.__j FLOOD STUDY ALTERNATIVE A HUITT-ZOLlARS WINNWOOD ROAD AT CELESTIAL ROAD -􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭 .... --._.__._. ---]11]]]]JJJ]--1 l'1-] --J "']"., ' , Jill WINNWOOD ROAD AT CELESTIAL ROAD FLOOD STUDY ALTERNATIVE A PREPARED FOR: CHARLES ALLEN 14516 WINNWOOD ROAD DALLAS, TEXAS 75240 PREPARED BY: HUI'M'-ZOLLARS, INC. 3131 MCKINNEY AVENUE SUITE 600 DALLAS, TEXAS 75204 Huitt-Zollars, Inc. /Consulting Engineers /3131 McKinney Avenue /Suite 600/LB 105/Dallas, Texas 75204/214-871-3311 􀁾􀁾􀁾􀀭􀁾􀁾􀀭􀁾􀁾􀁾􀀭􀁾􀁾􀀭􀁾􀁾􀀭 October 18, 1985 Mr. Michael Askew, P.E. Program Manager Storm Water Management Department City of Dallas 1500 West Mockingbird Lane Dallas, Texas 75235 RE: Winnwood Road at Celestial Road Flood Study Huitt-zollars, Job No. 0582-02 Dear Mr. Askew: The following report is a copy of the hydraulic analysis performed on \'ihi te Rock Creek wi thin the vj cini ty of the above referenced property. This submittal includes a written narrative, copy of the PC-WSP Computer Calculations, and drawings of the site and cross sections of the study area. Based on this analysis, the tract proposed to be reclaimed from the existing floodplain will have little effect on the 100 year water surface profile. After you review this information, we would be pleased to meet with you should further discussion be requested. Sincerely, HUITT-ZOLLARS, INC. Consulting Engineers Arthur K. Umble Project Manager AKUjber Dallas /Houston /Fort Worth /Collin County /Phoenix l HUitt-Zollars, Inc. /Consulting Engineers /3131 McKinney Avenue /Suite 600 /LB 105 /Dalles, Texas 75204 /214-871-3311 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 October 18, 1985 Mr. Ron Whitehead, Town Manager Town of Addison P.O. Box 144 Addison, Texas 75001 RE: Winnwood Road at Celestial Road Flood Study Huitt-Zollars, Job No. 0582-02 Dear Mr. Whitehead: a copy of the hydraulic analysis performed on White The Dallas permit. property. City of a fill the above referenced report will assist the in their evaluation for vicinity of within this Department The following report is Rock Creek wi thin the information contained Stormwater Management Please contact the writer if further information is required. Sincerely, HUITT-ZOLLPuqS, INC. Consulting Engineers Arthur K. Umble Project t'Ianager AKU/CML:ber \\ '\ \.. Dallas /Houston /Fort Worth /Collin County /Phoenix WINNWOOD ROAD AT CELESTIAL ROAD FLOOD STUDY PREPARED FOR: CHARLES ALLEN 14516 WINNWOOD ROAD DALLAS, TEXAS 75240 PREPARED BY: HUITT-ZOLLARS, INC. 3131 MCKINNEY AVENUE SUITE 600 DALLAS, TEXAS 75204 TABLE OF CONTENTS INTRODUCTION METHODOLOGY RESULTS LIST OF TABLES TABLE I: Water Surface Elevation LIST OF APPENDICES APPENDIX 1: APPENDIX 2: APPENDIX 3: EXHIBIT A: EXHIBIT B: EXHIBIT C: EXHIBIT D: EXHIBIT E: EXHIBIT F: Existing Conditions Analysis Proposed Conditions Analysis Boundary Description of Floodway Easement LIST OF EXHIBITS Vicinity Map lOO-Year Inundation Limits Water Surface Profile Cross-Sections Reclamation Plan Retaining Wall Typical Section WINNWOOD ROAD AT CELESTIAL ROAD FLOOD STUDY INTRODUCTION As shown on Exhibit A, the project site is located approximately 400 feet North of the intersection of Winnwood Road and Celestial Road in the Town of Addison, Texas. The site consists of approximately 1. 37 acres of land bordered on the East by White Rock Creek. The majority of the site lies within the lOa-year flood plain, as shown on Exhibit B. This study was undertaken to determine the amount of land which can be reclaimed from the flood plain through the use of a landscaped retaining wall system. METHODOLOGY PC-WSP, an adaptation of the WSP4 program developed by Albert H. Halff and Associates, Inc. for the City of Dallas floodplain management studies, was used to perform the hydraulic analysis. Existing cross-sections and the flow rate for White Rock Creek within the vicinity of the project site were obtained from the City of Dallas Department of Stormwater Management. Additional cross-section information was obtained from the field and incorporated into the existing computer model to provide a true and accurate model of the site. included in Appendix 1. The results of this analysis are The computer model data and the results of the analysis for the proposed retaining wall are included in Appendix 2. The proposed retaining wall has been designed to comply with the "10 point" criteria specified by the City of Dallas Department of Stormwater Management. However, it should be noted that, due to the properties of the retaining wall and clearing, an increase in conveyance resulted. Therefore, there was no need to create an equal reduction of conveyance model for this site. RESULTS Table 1 lists the 100-Year Water Surface Elevation for the Existing Conditions Analysis and the Proposed Conditions Analysis. Based on a comparison of the two conditions, the reclamation of the land will have no adverse effect on the water surface elevation. The wall is to be located as shown on Exhibit E. To conform with the computer model for the proposed conditions, the floodway management area are to be planted with grass and well-maintained. The boundary description of the land to be reclaimed is included in Appendix 4. A typical section of the retaining wall is shown on Exhibit F. CROSSSECTION NUMBER TABLE 1 lOO-YEAR WATER SURFACE ELEVATION HUITT-ZOLLARS ANALYSIS OF EXISTING CONDITION HUITT-ZOLLARS ANALYSIS OF PROPOSED CONDITION 136 553.70 553.70 137 554.36 554.36 137A 554.71 554.71 137B 554.72 554.71 138 554.74 554.73 138A 554.82 554.78 138B 554.93 554.88 138C 554.93 554.88 138D 554.93 554.93 140 555.21 555.21 140A 555.58 555.56 III!,I iii IlIIl APPENDICES SISXTVNV 􀁓􀁎􀁏􀁉􀁾􀁉􀁑􀁎􀀰􀀳 􀁾􀁎􀁉􀁾􀁓􀁉􀁘􀁾 1 XIaNRdcIV ·1I j 􀀬􀀧􀁾􀀩 -",./' I 0 -10 -􀀧􀀡􀀺􀀮􀁾 -1. ·3·i:;·::. l,. 5-5-5. 􀀵􀁾􀀴􀀮 1. 􀁾􀀮􀀭 -, .:,t-?J _ 54&. 􀁓􀀴􀁾􀂷􀀮 􀁾 . 52.S·.S 1. 􀀮􀀵􀁾􀀲 . t·l.7:' . 22B. i,. .􀀭􀀭􀀺􀁾 􀁾􀀧􀁾􀁜􀀻􀁪 . 505 . S50. 7i0. 560. 1. 223 . 􀀲􀁾􀀴􀀬 {'-;l lL;I. 544. SAl. ,i.. 􀀲􀁾􀂷􀀵􀀮 2£.B. 190. 5'25 ..s. 52£ ..5 i. 105-0. 544. .•.􀀭􀀭􀁾􀀮􀁾􀀮 􀁾􀁾􀀺􀀺􀀺􀀧􀀮 .--rt·/f'J . 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Bledsoe Survey, Dallas County, Texas and follows; COMMENCING, at the intersection of the North line of Celestial Road, and the East line of Winnwood Road, an iron stake for a corner; THENCE, North 00°00'00" E, along the East line of Winnwood Road, a distance of 418.00 feet to the POINT OF BEGINNING; THENCE, North 00°00'00" E, along the East line of Winnwood Road a distance of 200.00 feet to an iron rod found for corner; THENCE, S 89°46'00" E, with general line of wire fence part of way, a distance of 155.00 feet to a point for a corner; THENCE, South 00°00'00" W, and leaving the above said point a distance of 200.00 feet to a point for a corner; THENCE, N 89°46'00" W, a distance of 155.00 feet to the POINT OF BEGINNING and CONTAINING 30,999.743 Square Feet or 0.71166 Acres of Land, more or less. I[ I EXHIBITS IIIIIIIIII . I EXHIBIT A VICINITY MAP I\' , " I ..-.North Lakes . Winnwood CD '"--.:. 􀁾 􀁾􀀺􀀺􀀺 􀁾 􀁾 -::::::< 􀁃􀁾 r' 􀁗􀁨􀁩􀀱􀁾 􀁾􀁯􀁾 :; ' .. 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Suite 205 Fort Worth, Texas 76102 (817) 332· 5331 HUITI-ZOLLARS, INC. 601 Central Parkway East Suite 116 Plano, Texas 75074 (214) 578-1661 HUITI-ZOLLARS, INC. Corporate Center 10050 North 25th Drive Suite 240 Phoenix, Arizona 85021 (602) 861-9664 a􀁾u􀁾􀀮bJ􀁾􀀺􀀺􀀮􀀧 3cJJJUJ.,D;:D􀁾􀀻 [l LJ"] 􀁾􀀮DWD􀀨􀁾 i 0..D􀁾􀀬 I:;: 􀁾􀀮