EXHIBIT F EROSION CONTROL PLAN 
HUITI-ZOLlARS Hurn.-ZdIars. Inc./CoosUting Engili66l'$/3131 McKinney Avenue I Suite 6(X) I LB 105/0aRas, Texas 752Q4.2416 I 214-871·3311 I FAX 214-871-()757 ---------, PROJECT: 0582-06
1.32 ACRE TRACT/ADDISON, TEXAS INVOICE # 1106 SURVEY STAKING NOVEMBER 30, 19 9 PERIOD: OCT. 22 THRU NOV. 18, 1989 TO: MR. JERRY KING C/O ASSOCIATED AIR CENTER, INC 8321 LEMMON AVE. DALLAS
TX 75209 i i . 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭..---------------------------------------------------------------------I LABOR CHARGES HOURS RATE AMOUNT OFFICER 3.00 90.00 270.00 ENGINEER II B.OO 70.00
560.00 SURVEY PARTY CHIEF 6.00 85.00 510.00 TOTAL LABOR CHARGES 17.00 1,340.00 i TOTAL THIS INVOICE 1,340.00,===========;; NOTE: THIS INVOICE COVERS SURVEY STAKING FOR FILLING AND PREPARING
INFORMATION FOR COUNCIL, GEOTECHNICAL ENGINEER, ETC. 
NOTE: OVERLAP FABRIC AT JOINTS AT POST TO PREVENT LEAKAGE OF SI L T AT SEAM. WIRE OR NYLON METAL OR WOOD FENCE BOUND IIAY BALES POST @7!.6" D.C. 􀁇􀁁􀁌􀁖􀀮􀀠WIRE MESH FENCE Ofl INDUSTRIAL
NETTING . EXISTING •I.J':'-MIRAFI IOOX SEDIMENTATIONI,I CONTROL FABmc, 3' WIDTII I { 􀁾􀀠II 􀁾􀀠II fLOW IMBED IN GROUND 4" . 􀁾􀀠'!!I1i!!IDIIl 1.-_ 6"OEEP)( 24" WIDE DITCH TO􀁟􀁾􀀠'i
􀁉􀁾􀁍􀁊I'!t..l . CAPTUI1E SEDIMENT IN fRONT OF BARRIER FILTER FABRIC BARRIER HAY BALE BARRIER fTlrtl ><:u :( 0 NOTE' EITIIER TYPE OF SILT FENCE IS ACCEPTABLE. -U)(D_ -I-0 z SILT FENCE
"0 NO SCALEo Z -\ Al o r 'II r p z ANCHOR EACH BALE '\ ./Wlnl TWO 􀁾􀁴􀀴􀀠REBARS 􀁾􀀠OR 2K2 WOOD STAKES • DRIVEN 24" INTO (Oly '" n :! "' o z o '" o o .. :j,., P );> 􀁾􀀠Z Gl ___ '''·'1
,.-"..." 􀁬􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀁟􀀠----, ---...-"""""-,--III 
3EING 􀁾􀀠􀁾􀁲􀁾􀁣􀁾􀀠·Ji land 􀀧􀁊􀁕􀀧􀁾􀀠of tile A. Bledsoe Survev, Abstract No. 157 and being part af 2 tract conveyed to Joe M. Combs and Dorothy Ef Combs by C:13r:es 􀁆􀀺􀁾􀁾􀀠􀁾􀁩􀁬􀁥􀁮􀀠and
Georgia Ann Allen recorded in Volume 􀁑􀀸􀀰􀀮􀀳􀀱􀁾􀀠Page 􀁾􀀮􀀰􀀱􀀵􀁾􀀠Deed 􀁾􀀮􀁥􀁣􀁯􀁔􀂷􀁤􀀠of D211Es 􀁃􀁣􀁵􀁮􀁴􀁹􀁾􀀠Texas, said tract now lying 􀁾􀁬􀁴􀁨􀁩􀁮􀀠the 􀀨􀀺􀀺􀀡􀀮􀁊􀁔􀀧􀀡􀀢􀁾􀁏􀁔􀀧􀁓􀁔
􀀬􀀢􀀧􀀺􀀻􀀺􀀬􀀬􀀢􀁲􀁬􀀠􀁜􀀮􀀮􀀮􀀮􀀺􀁉􀁔􀁉􀀮􀁾􀁴􀀬􀁳􀀠of the Town of Addison, beirl'3 [flore pa:f'tj.t::IJiaf"ly 􀁾􀁾􀁾􀁣􀀬􀀧􀁪􀁢􀁥􀁾􀀠􀁾􀁾􀀠􀁦􀀰􀀱􀀱􀁯􀁷􀁳􀁾􀀠􀁂􀁅􀀻􀁉􀁩􀁾􀁾􀀧􀀡􀁎􀁇􀀠􀁾􀁴􀀠a
sat 􀁬􀁲􀁯􀁾􀀠rod at the Northwest corner of the above 􀁤􀁥􀁾􀁣􀁲􀀧􀁩􀁾􀁾􀁤􀀠􀁴􀁲􀁡􀁣􀁾􀀠!aia 􀁰􀀸􀁩􀁮􀁾􀁢􀁥􀁩􀁮􀁧􀀠in the East line of Winnwood R05d (60 foot Right of 􀁎􀁂􀁾􀁾􀀠as dAsded
to"Dallas County as' recorded in Volume 1826r PS3e 48, Deed 􀁒􀁥􀁣􀁯􀁬􀀧􀁤􀁾􀀠of !}..::-11.9E COI)nty and r,ear-an old post found; THEi·JCE 􀁎􀁯􀁲􀁾􀀻􀁾􀀠89 􀁤􀁥􀁾􀁲􀀸􀁥􀀵􀀠21 􀁾􀁬􀁮􀁵􀁴􀁥􀁳􀀠49
seconds East with tlle g8ner31 line 􀁾􀀮􀀠':J:id 􀀧􀀺􀀺􀀻􀁬􀀧􀀨􀁊􀁏􀁹􀀮􀀬􀁾..j lwlir'8" -rene'f.' a di:64,ance of 85'::',,02 􀁦􀀩􀁾􀁥􀁴􀀬􀀠to a point ir, the Cert1..ei·'Ji 􀁾􀁾􀁜􀁩􀁴􀁾􀀠􀁾􀁑􀁃􀁾􀀠􀁃�
�􀁾􀁾􀁫􀀻􀀠􀁾􀁈􀁅􀀻􀁾􀁾􀁅􀀠􀀳􀁤􀁕􀁾􀀺􀀱􀀠􀁾􀁟􀀠degre9S 30 􀁾􀁩􀁮􀁵􀁴􀁥􀁳􀀠00 seconds West along tile canterline of seici 􀁣􀁾􀁥􀁾􀁫􀀠􀁾􀀠distance of 􀀸􀁃􀁾􀀳􀀰􀀠feet to an angle poirlt
in the creel(.; ThENCE 􀁾􀁯􀁵􀁴􀀻􀀬􀀠12 􀁤􀁥􀁾􀁲􀁥􀁥􀁳􀀠00 ffiiJ1vtes 00 seconds West continuing along salO (:)?nteT'lirle of c':'eek a distance 􀁾􀁊􀁦􀀠152.00 feet .to an art91e 􀁐􀁑􀁩􀁬􀁾􀁬􀁴􀀠iii
said 􀀺􀁲􀀭􀀧􀀿􀁳􀁫􀁾􀀠􀁔􀁾􀁅􀁎􀀸􀁅􀀠Soutll J0 ,jegrees 00 􀁾􀁩􀁬􀀧􀁬􀁊􀁴􀁥􀁳􀀠00 􀁾􀁥􀁣􀁯􀁮􀁤􀁳􀀠East departing said cEnter2,ins of :reek 3 􀁤􀁩􀁳􀁴􀁡􀁬􀀧􀀩􀁃􀁾􀀠of 3.50 'feet tg a
point 􀁦􀁯􀁾􀀠a CD1'Iler ill the 7:-if:::--lCE aljutil 3'7' 􀀡􀁪􀁥􀀧􀀺􀀺􀁲􀁩􀀧􀀲􀁩􀁾􀁾􀀠:1 􀀺􀁔􀁬􀁬􀁮􀁵􀁩􀁾􀁩􀀧􀀿􀁓􀀠d9 seconds West a distance of 260.70 feet tG 3 􀁓􀁾􀁾􀀠lTon 􀁲􀁯􀁾􀀠in
􀁴􀁾􀁥􀀠East line of said Winnwood Road BE refeT'ene:e': 7HE; ICE 􀀻􀀮􀁾􀁣􀀼􀀨􀀧􀀠􀁾􀁾􀀻􀀧􀁩􀀠1)(' de'JP 􀁾􀁥􀁾􀀠00 :11 i 􀀡􀀭􀁉􀁉􀁽􀁾􀀬􀀠􀁾􀁳􀀠00 s.econd:-􀀡􀁾􀁥􀁳􀁩􀀻􀀭􀁾1 on-3 s 􀁑􀁾,j
t;:a:t I l.ne ':)1' 􀀡􀀮􀀮􀀡􀁾􀀬􀁩􀀧􀀱􀁮􀁷􀁏􀁑􀁃􀀺􀀠j:;'(;d'::' a di·:::ta£)c;E' en':' 􀀺􀀧􀀺􀀩􀀰􀁾􀁃􀁜􀀧􀀩􀀠feet "1",0 thE' F'Q1nt of E:e'':!"J,rlnlfl'';! arll'J 􀀧􀀢􀁾􀀧􀀮􀁾􀀻􀂷􀁬􀁩􀀧􀁲􀀮􀀭􀀺􀀺􀁾􀀺
􀁾􀁾􀀮􀀺􀂷􀀱􀂷􀀲􀀠'37'·535 􀀧􀀧􀀻􀀧􀀧􀀧􀀺􀀧􀁾􀁕􀀧􀀺􀀺􀀳􀁲􀁬􀀡􀀬􀀡􀀺􀀠􀀧􀁉􀀺􀀢􀁾􀀼􀀿􀁾􀀧.. 1)--:" 􀁾.• 3:;!' Acre: i:lf Land'!' {liore '':if' If3=-E .. N-,U1 -E 
....-.0"0" ';:" •.ooi; .... •.... 􀀭􀁾􀀠-5 B1".,.U7::".z.... .J '".."' ...􀁾􀀠........'".u co : ...u. 􀀱􀀷􀁾􀁏􀁏􀀠i l I , ! , , o·0'8 08 􀁾􀁾􀀠􀁾􀀺􀁲􀀠􀁾􀀠1. \ .\ :-\ 1: :• \ -"'....
,, , \ o o .. ;; CELESTIAL ROAD 
--l.Dcalion MOp n.tL WINNWOOD ROAD -", 􀁾􀀬􀁾􀀬􀀠", 􀁾􀀠';;" ••• 66 , C""".LtS on .1.1.... 'LOtll .,u .. " /-􀀧􀀭􀀮􀀭􀀭􀁾􀀭/' 􀁾􀀠" " ! I , /\ \ .. -.....' _....,..-",'---,,,,_....,.._""..t.,_---....
_ ••""*4 􀀽􀀭􀀽􀀭􀁾􀀬􀀺􀀬􀁭􀀺􀀺􀀮􀀮􀀠_..... __..."'"" __T_. --.__1Iff ' __..t_llll.a..-.-. PROPOSED RECLAMATION PLAN ....·,..... !lILT FENCE Cit)! Of Addit«!.. t... 􀁾􀀠",.1..:' .l I
DfI-l .-I KAU I Mtr 
WINNWOOD ROAD AT CELESTIAL ROAD FLOOD STUDY ALTERNATIVE B PREPARED FOR: CHARLES ALLEN 14516 WINNWOOD ROAD DALLAS. TEXAS 75240 PREPARED BY: .. HUITT-ZOLLARS. INC. 3131 MCKINNEY AVENUE
SUITE 600 DALLAS, TEXAS 75204 
Huilt-Zollam,Inc.1 Consulting Engineers/3131 McKinney ""'nuol Suite 600 I L6 1051 Dallas. Texas 75204 /214<871-3311 September 9, 1985 􀁾􀁲􀀮􀀠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. Aske.w:
The following report is a copy of 􀁾􀁨􀁥􀀠hydraulic analysis performed on Whi":e Rock Creek within the vicini􀁾􀁹􀀠of the abo·.r€ refere:Dced property􀁾􀀠This submittal includes a written
narrative, copy of the ?C-WSP Compucer 􀁃􀁡􀁬􀁾􀁵􀁬􀁡􀁾􀁩􀁯􀁮􀁳􀀬􀀠and drawings of the site and cress sections of 􀁾􀁨􀁥􀀠study area. Based on 􀁾􀁨􀁩􀁳􀀠􀁡􀁮􀁡􀁬􀁹􀁳􀁩􀁳􀁾􀀠the 􀁴􀁾􀁡􀁣􀁴􀀠􀁰􀁲􀁾􀁾􀁯
􀁳􀁥􀁤􀀠􀁾􀁯􀀠be 􀁲􀁥􀁣􀁬􀁡􀁩􀁾􀁥􀁤􀀠from the 􀁥􀁸􀁩􀁳􀁾􀁩􀁮􀁧􀀠floodplain will have little ef::ec-:. ,:.;n -::.he lOO year wat.e:r su;::fac::: prof:':':!.e. Afte= you ;::eview this
infor-rnation t we ·....ould he pleased 􀁾􀁯􀀠􀁭􀁥􀁥􀁾􀀠wi-:.h you should fu!:ther discuss::.on be requested. 􀁓􀁩􀁮􀁣􀁥􀁾􀁥􀁬􀁹􀀬􀀠IlUITT-ZOLLARS, INC. 􀁃􀁯􀁮􀁳􀁵􀁬􀁾􀁩􀁮􀁧􀀠Engineers
􀀯􀁾􀁴􀀡􀁉􀁊􀁌Arthur K. Umble Project Manage::: AKU!ber 
HllilT􀀭􀁚􀁃􀁬􀁌􀁾􀀠 Huilt·ZoUars, Inc. I Consul!ing Engineers 13131 McKinney Mnue I Suite GOO/La lOS I CGllas. Texas 15204/214--811·3311 September 9, 1985 Mr. Ron Whitehead, Town Manager
Town of Addison P.O. Box 144 Addison, Texas 75001 R£: Winnwood Road at Celestial Road Flood Study Huitt-Zollars, Job No. 0582-02 Dear Mr. Whitehead: The following report is a copy of
the hydraulic analysis performed on w11i te Rock C"eek within the vicinity of the above referenced property. The information contained within this report will assist the City of Dallas
Stormwater Management Department in their evaluation for a fill 􀁰􀁥􀁾􀁩􀁾􀀮􀀠Please contact the writer if furthe.:: information is required. Sincerely, 􀁨􀁾􀁉􀁔􀁔􀀭􀁚􀁏􀁌􀁌􀁁􀁒􀁓􀀬􀀠INC.
Consulting Engineers ;d-J:#-Arthur K. Umble Project Manager AKU/CHL:ber Dallasl HOUSIOOI Fort 'lb'ih I Collin CountyJP!"\oeno::: 
1 1 1 1 1 1 1 1 1 1 1 1 1 
TABLE OF CONTENTS INTRODUCTION METHODOLOGY RESULTS LIST OF TABLES TABLE I: Water Surface E1evation LIST OF APPENDICES APPENDIX 1: Existing Conditions Analysis APPENDIX 2: Proposed Conditions
Analysis APPENDIX 3: Equal Reduction of Conveyance Analysis APPENDIX 4: Boundary Description in F100dway Easement LIST OF EXHIBITS EXHIBIT A: Vacinity Map EXHIBIT B: lOO-Year Inundation
Limits EXHIBIT C: Water Surface profile EXHIBIT D: Cross-sect.ions EXHIBIT E: Reclamation Plan EXHIBIT F: Erosion Control Plan 
WINNWOOD ROAD AT CELESTIAL ROAD FLOOD STUDY INTRODUCTION As shown on =:xhibit 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 ac0:-"S of land bordered on tche East by White Rock Creek. The majority of the site lies within the 100-year
flood plain, as shown on Exhibit B. This study was undertaken to 􀁤􀁥􀁴􀁥􀁾􀁭􀁩􀁮􀁥􀀠the amount of land which can be reclaimed from the flood plain through the use of conventional fill.
METHODOLOGY l?C-WSP, an adaptation of the WS!?4 program de',eloped by Albert: H. Halff and Associates, Inc. for the City of Dallas floodplain management studies, was used to perform
the hydraulic analysis. Existing cross-sect.ions and the flow ra'C2 for White Rock Creek 􀁾􀁉􀁬􀁾􀁾􀁨􀁩􀁮􀀠the vicinity of the project site were 􀁯􀁢􀁾􀁡􀁩􀁮􀁥􀁤􀀠from the City of Dallas
􀁄􀁥􀁰􀁡􀁲􀁴􀁾􀁥􀁮􀁴􀀺􀀮􀀠of 􀁓􀁴􀁯􀁲􀁾􀁷􀁡􀁴􀁥􀁲􀀠􀁍􀁡􀁮􀁡􀁧􀁥􀁲􀁮􀁥􀁮􀁴􀁾􀀠Addit:'::nal crass-sect:ion information 􀁾􀁈􀁡􀁳􀀠obtained from the field and incorporated into the existing
computer mocel to proviqe a t!"ue and ac=urate model of the sit.e. The results of this analysis are included in Appendix 1. 
The computer model data and the results of the analysis of the proposed fill ar" included in Appendix 2. The proposed fill has been designed to comply with the "10 point" criteria specified
by the City of Dallas Department of Stormwater Management. The equal reduction in conveyance analysis is included in Appendix 3. RESULTS Table 1 lists the 100-Year Water Surface Elevation
for the Existing Conditions Analysis and the Proposed Conditions AnalySiS. Eased on a comparison of the two conditions, the reclamation of the land will have no adverse effect on the
water surface elevation. The fill is to be sloped as shown on Exhibit E, with at least fifty percent of the fill having a slope not to exceed 3:1 and the remaining length of the fill
to have a slope not exceeding 6:1 as required by the City of Dallas Department of Storrnwater Management. To conform with the computer model for the proposed conditions, the slope of
the fill and the floodway management area are to be planted with grass and well-maintained. The The boundary description of the land to be reclaimed is included in Appendix 4. To prevent
erosion of the fill in place during intermittent construction phases, erosion control is to be implemented as shown on Exhibit Ii'. A temporary drainage ditch is to be constructed at
the toe of the slope. ,A row of hay bales are to be placed on the downstream bank of the dith. Each bale is to be secured wien 2 -4 x 4 posts driven 24 inches into the ground. 
CROSSSECTION NUMBER 136 137 138 138A 1388 140 140A 140B 140C 1400 141 142 TABLE 1 100-YEAR WATER SURFACE ELEVATION HUITT-ZOLLARS ANALYSIS OF EXISTING CONDITION 553.70 554.36 554.74 554.82
554.95 555.19 555.56 555.78 556.02 556.26 556.26 556.59 HUITT-ZOLLARS ANALYSIS OF PROPOSED CONDITION 553.70 554.36 554. i2 554.78 554.95 555.19 555.56 555.78 556.02 556.26 556.26 556.59

" -;. -'-." ._', , :. -, " . 􀁾',," I • -􀀧􀁾􀀬􀀮􀀠. ' ,--' 􀁾􀀠. -;;. .. 􀁾􀀮􀀠',. -. , 􀁾􀀢􀀠',-, ,. 􀁾􀀠.,' .' -, 􀀻􀀬􀀬􀁾􀀮􀀠􀁾􀁄􀀠". <', 􀁾􀀬􀀠'. ,. ".,. 􀀻􀀢􀁾􀀧􀀢􀀠,-. '-' ..
-: ,'" _.... "APPENDICES : .. i'" .,: 􀀮􀁾􀀠:--"" ,;.,-. ,', .c' ", , i ,:.. . , , " .'.c,. • • •;' :t! , " , ',"",' 􀀮􀁾􀂷􀀮􀀢􀀬􀀬􀀬􀀬􀀬􀀬􀀧􀀮􀀢􀁯􀀠, ' ,,' .: 􀀭􀀬􀁾􀀠", .',:'. '.'-.
• 7 ", .. . ',.
APPENDIX 1 EXISTING CONDITIONS ANALYSIS 
􀀻􀀢􀀢􀀧􀀻􀁾􀁉􀀢􀀬􀀢􀁉􀀢􀀠)I... :::' -􀁃􀀮􀀺􀀬􀀡􀁾􀁬􀀬􀀠itS. <15.3. I. 1. < L :-.... 􀁾􀀮􀀬􀀮i'3\3 , 295, SAl ,., 􀁪􀀬􀁾o􀀮􀁾􀁪􀁓􀀠Q.I.l..'j. 􀁓􀁏􀁾􀁬􀀮􀀠 ·';b;'). 􀁕􀁾􀀮􀀠190. ,-41"
...,t."":􀁾􀁩􀁍􀀠􀁾􀀻􀀺􀀮􀀮􀀠􀀲􀁾􀁛􀀳􀀠. 􀀵􀀴􀁩􀁾􀀮􀀠;''(11 • ;TA 261. S2U 268. 􀀢􀀢􀁾:.O{ . 54i3, 􀁾􀀺􀀹􀁓􀀮􀀠544.,.,"'.. 1" ••..,AiA .􀁾􀁊􀀮􀀬􀀠. 544. 385. 􀁾􀁾􀀢􀀧􀀮􀀠􀁤􀁾􀀸. \":'1',
n .... "to"'! 􀀮􀀺􀀮􀁴􀁬􀁾􀀮􀀠 Si!.i) . 􀁓􀀴􀀮􀁾.. SS(';. 1\-.:";\ ""1M &is. S50, 􀁾􀀮􀀻􀁯􀁔􀁒􀀵􀁌􀀺􀀠>;EJ -1. •L <c:N£P.AL 541. 1. 1. . , 􀁾􀁅􀁥􀀱􀁅􀁾􀁔􀀠1. o 􀁾􀀮􀀱􀀲􀀠-13,s. 544.
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APPENDIX 4 BOUNDARY DESCRIPTION IN FLOODWAY 􀁅􀁁􀁓􀁾􀁾􀀠 
1 1 1 1 1 1 1 1 1 1 1 1 1 1 
FLOODWAY EASEMENT STATE OF TEXAS COUNTY OF DALLAS WHEREAS, Charles Ray Allen and wife Georgia Ann Allen are the owners of a tract of land situated in the A. Bledsoe Survey, Abstract
No. 157, City of Addison, Dallas County, Texas and being more particularly described as follows; COMMENCING at the intersection of the North line of Celestial Road, and the East line
of Winnwood Road, an iron stake for 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, along a fence, a distance of 5.22 feet to a point of tangency,
said point also being the 􀁢􀁥􀁾􀁩􀁮􀁮􀁩􀁮􀁧􀀠of a curve to the left having a central angle of 22 02'08", a radit:.s of 190.00 feet, a chord bearing of S 74"24'07" E, and a chord length
of 72.62 feet; THENCE, along the said curve to the left an arc length of 73.07 feet to a point of tangency; THENCE, S 85"25'11" E, a distance of 57.39 feet to a point of tangency, said
point also being the beginning of a curve to the right having a central angle of 85"25'11", a radius of 10.45 feet, a chord bearing of S 42" 42'35" E, and a chord length 14.18 feet;
THENCE, along the said curve to the right an arc length of 15.59 feet to a point; THENCE, South 00"00'00" W, a distance of 129.99 feet to a point of tangency, said point also being the
beginning ,of a curve to the right having a central angle of 76"59'30", a radius of 17.500 feet a chord bearing of S 38'29'45" W, and a chord length of 21.79 feet; THENCE, along the
said curve to the right an arc length of 23.52 feet to a point; THENCE, S 81"50'47" W, a distance of 129.75 feet to the POINT OF BEGINNING and CONTAINING 24550.427 Square Feet or 0.56360
Acres of Land more or less. 
---.,. -. 'i'" _. ;. -'., .:. 􀂷􀂷􀀱􀁾􀀮􀂷􀀠.-. ' ... ..􀁾􀀺.. 􀀧􀀭􀀺􀀺􀀭􀁾􀁾􀀢􀀠" . .:,.z:;.-.....--:.;.-: : i.r ':.• 'r .:..-".' -... ':. '. -:-....'. '. -. ,'.-:, i 􀁾􀀠,-. 􀁾􀀧􀀮􀀠,
EXHIBITS " ;' .. ...-;',:'􀁾􀀠-·Y., :.:.: 􀁾􀀧􀀠.:.. ." 􀁾􀀮􀀢􀀠. .. . '--.. 􀁾􀀠􀀧􀁾􀀮􀀭􀀧􀀮􀀧􀀮􀀠. ,I. " 􀁾􀀢􀀬􀀬􀂭: 􀀺􀁾􀁾􀀧􀀮􀀠􀁾􀀢􀀢􀀻􀀠, .: 􀀮􀁾􀀠-; 􀁴􀁾􀁟􀁾􀂷􀁾􀀠".,' .............
,'.,'., '.:,. .::: ...:. 􀁾􀀺􀀮􀀧􀀻􀀢􀀺􀂭.r::> . .-'.' 
EXHIBIT A VICINITY MAP 
Norlh Lakes -o ., -w., Location Map n.t.s. .. ."-.:::: 􀁾􀀠􀁗􀁨􀁩􀀱􀁾􀀠TrllS PROJECT 10n Road _.:Y .:. 􀁾􀀠􀁾􀁯􀁣􀀺􀀮􀀠EXHIBIT A • 
EXHIBIT B lOO-YEAR INUNDATION LIMITS 
--" 􀀮􀁾􀀠--:--_.-"--... --=. .. ---.,-----"------􀁾􀀠\, . " -:.--." ,..-" ;.-..--'
EXHIBIT C WAXER SURFACE PROFILE 
EXHIBIT D CROSS-SECTIONS 
j l NV'ld NOIJ:\1HV"WIDI J I I 
: . : i rI WINNWOOD ROAD AT CELESTIAL ROAD FLOOD STUDY ALTERNATIVE A [ PREPARED FOR: f CHARLES ALLEN 14516 WINNWOOD ROAD DALLAS, TEXAS 75240 L PREPARED BY, HUITT-ZOLLARS INC. 3131 􀁍􀁃􀁋􀁉􀁭􀁭􀁾􀀠tVE
NUE . SUITE GOOa DALLAS, TEXl\S lJS204 􀁴􀁉􀁜􀁾􀀠
HlliTT􀀭􀀲􀁌􀀺􀀺􀁬􀁌􀁾􀁊􀁬􀀬􀁓􀀠·..•.. Huitt-Zoliars.lnc.1 Consuffing Engin....13131 McKinneyMnue1SuHe 600 1LB 1051 Dallas, Texas 15204/214-811-3311 :! =:. I I , I i [ I l. September
9, 1985 Mr. Michael Askew, P.E. Program Manager Storrr. 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. Aske,w, The following report is a copy of the hydraulic analysis perfon:'!ed On t'fh:"􀁾􀁥􀀠Rock Creek within the vicinity of the
above referenced prope!:",:y. Tn.::..s submittal includes a written nar-rative, copy of the PC-WSP Cornput:er Calculations, and drawings of 􀁾􀁨􀁥􀀠􀁳􀁩􀁾􀁥􀀠and cress 􀁳􀁥􀁣􀁾􀁩􀁯􀁮􀁳􀀠of
the 􀁳􀁾􀁵􀁤􀁹􀀠􀁡􀁲􀁾􀁡􀀮􀀠Based on this analysis, the 􀁴􀁲􀁡􀁣􀁾􀀠proposed to be reclaimed from the exist:"ng floodplain will have little effect On 'Che 100 year wat.er sur::ace profile.
After you review this 􀁩􀁮􀁦􀁯􀁾􀁭􀁡􀁴􀁩􀁯􀁮􀀬􀀠we would be pleased to meet 􀁷􀁩􀁾􀁨􀀠you 􀁳􀁨􀁯􀁵􀁵􀁾􀁤􀀠􀁦􀁵􀁲􀁾􀁨􀁥􀁲􀀠discussion be requested. Sincerely, HUITT-ZOLLARS, INC. 􀁃􀁯􀁮􀁳􀁵􀁬􀁾􀁩􀁮􀁧�
�􀁅􀁮􀁧􀁩􀁮􀁥􀁾􀁲􀁳􀀠􀁾􀁪􀀺􀀯􀁴􀁊􀁌􀀠Arthur K. Umble • Projec--.:. Manager AKU/ber 
------HLllTT-;C)UAPS 􀁈􀁵􀁩􀁬􀀡􀀭􀁚􀁯􀁉􀁬􀀮􀀢􀀧􀁬􀁮􀁣􀀮􀁉􀁃􀁯􀁮􀁳􀁵􀁾􀁮􀁧􀀠Engineers 13131 McKinneyIWnuelSune GOOILB 105/DaIl...Te_75204I214-871-3311 1-September 9, 1985 Mr. Ron Whitehead,
Town Town of Addison P.o. BOX 144 Addison, Texas 75001 Manager RE: Winnwood Road at Celestial Road 􀁈􀁵􀁩􀁾􀁴􀀭􀁚􀁯􀁬􀁬􀁡􀁲􀁳􀀬􀀠Job No. 0582-02 Flood Study Dear Mr. 􀁗􀁨􀁩􀁾􀁥􀁨􀁥􀁡􀁤􀀺􀀠The
following report is a copy of the hydraulic analysis performed on Whit.e Rock Creek within ':.he vicinity of the above referenced 􀁰􀁲􀁯􀁰􀁥􀁲􀁾􀁹􀀮􀀠The information contained' within
this report will assist the City of Dallas Stormwater Management Department in their evaluation for a fill permit. r-Please contact the writer if further information is required* [ Sincerely,
HUITT-ZOLLARS, INC. Consulting 􀁅􀁮􀁧􀁩􀁮􀁥􀁥􀁾􀁳􀀠􀁾􀁪􀀡􀀱􀀡􀁊􀁌􀀠Arthur K. Umble Project Manager AKU/CML;ber 
J J J" ;. I : 
," : TABLE OF CONTENTS INTRODUCTION METHODOLOGY,f', i RESULTS LIST OF TABLES TABLE I: water Surface Elevation LIST OF APPENDICES APPENDIX 1: Existing Conditions Analysis APPENDIX 2:
Proposed Conditions Analysis APPENDIX 3: Boundary Descripcion of Floodway Easement r l LIST OF EXHIBITS EXHIBIT A: 􀁖􀁩􀁣􀁩􀁮􀁩􀁾􀁹􀀠Map EXHIBIT B: lOO-Year Inundation 􀁌􀁩􀁾􀁩􀁴􀀵􀀠EXHIBIT
C: Water Surface 􀁐􀁲􀁯􀁦􀁩􀁾􀁥􀀠EXHIBIT D: Cross-Sections EXHIBIT E: Reclamation ?lan EXHIBIT F: Retaining Wall 􀁔􀁹􀁰􀁾􀁾􀁡􀁬􀀠Section l 
WINNWOOD ROAD AT CELESTIAL ROAD FLOOD STUDY INTRODlJCTION r" AS shown on Exhibit A, the project site is located approximately 400 ::eet North of the intersection of Winnwood Road and
Celestial Road in the Town of ;>.ddison, Texas. The site consists of approximately 1. 37 acres of land bordered on the East by White Rock Creel<. The majority of the site lies within
the lOO-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 􀁬􀁡􀁮􀁤􀁳􀁣􀁡􀁾􀁥􀁤􀀠recai
ning wall ! 􀁳􀁹􀁳􀁴􀁥􀁭􀁾􀀠r-l METHODOLOGY ?C-WSP, an adaptation of ;:he ..S24 program developed by Albert H. Halff and Associates I Inc. for the 􀁃􀁩􀁾􀁹􀀠of Dallas :looc.plain management
studies 1 was used 􀁾􀁯􀀠perform the hydraulic analysis. Existing 􀁣􀀡􀀮􀀢􀁯􀁳􀁳􀀭􀁳􀁥􀁣􀁾􀁩􀁯􀁮􀁳􀀠and the :It:>w ;rata :01: White R.ock Creek within the v::'c;.nity of the ;?rojec-:
.ait:e were obtained 􀁦􀁲􀁾􀁭􀀠the C:''CY of Dallas 􀁄􀁥􀁰􀁡􀁲􀁴􀁾􀁥􀁮􀁴􀀠􀀺􀀺􀁾􀀺􀀮􀀮􀀧􀀠of Stor:nwat:er :-1anagernent:. 􀁾􀁁􀁤􀁤􀁩􀁩􀀺􀀮􀁩􀁯􀁮􀁡􀁬􀀠cr:::Jss-sect:ion infor:nat:ion
was obtained from 􀁾􀁨􀁥􀀠field and incorporaced into the existing compucer model 􀁾􀁯􀀠provide a true and accurate model of the site. The results of this analysis areI included in 􀁾􀁰􀁰􀁥􀁮􀁤􀁩􀁸􀀠
1. 
r The computer model data and the results of the analysis for the proposed retaining wall are included in "'ppendix 2. The proposed retaining wall has be"n designed to comply with the
"10 point" criteria specified by the City of Dallas 􀁄􀁥􀁰􀁡􀁲􀁾􀁭􀁥􀁮􀁴􀀠of Stormwater Management. However l 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 􀁲􀁥􀁤􀁵􀁣􀁾􀁩􀁯􀁮􀀠of conveyance model for 􀁾􀁨􀁩􀁳􀀠􀁳􀁩􀁴􀁥􀁾􀀠RESULTS f rL_ Table 1
􀁬􀁾􀁳􀁴􀁳􀀠the lOO-Year Water Surface Elevation for the 􀁅􀁸􀁾􀁳􀁴􀁩􀁮􀁧􀀠Conditions Analysis and the 􀁐􀁾􀁯􀁰􀁯􀁳􀁥􀁤􀀠Conditions Analysis. Based on a comparison of the two :=onditions,
the reclamation of the land will have no adverse affect on the water surface elevation. The wall is to be located as shown on Exhibit 􀁅􀁾􀀠To conform wi t.h the computer model for the
9roposed conditions r the floodway management area are to be 􀁰􀁬􀁡􀁮􀁾􀁥􀁤􀀠􀁷􀁩􀁾􀁾􀀠grass and 􀁷􀁥􀁥􀁬􀁬􀀭􀁭􀁡􀁩􀁮􀁾􀁡􀁩􀁮􀁥􀁤􀁾􀀠The boundary 􀁤􀁥􀁳􀁣􀁾􀁩􀁰􀁣􀁩􀁯􀁮􀀠of the land
to be reclaimed is included in Appendix 4. '" typical sect':'on of che retaining wall is shown on Exhibit F. 􀁾􀀺􀀺􀀺􀀮􀀠
CROSSSECTION NUMBER 136 137 138 U8A U8B 140 140A[ 140B L 140C 1400 141 142 􀀺􀀢􀀭􀁾􀀮􀀠I TABLE 1 100-YEAR WATER SURFACE ELEVATION HUITT-ZOLLARS ANALYSIS OF EXISTING CONDITION 553.70
554.36 554.74 554.82 554.95 535.19 555.56 􀀵􀀵􀀵􀁾􀀷􀀸􀀠556.02 556.26 556.26 556.59 HUITT-ZOLLARS ANALYSIS OF PROPOSED CONDITION 553.70 554.36 554.72 554.78 554.91 555.19 555.56 555.78
556.02 556.26 556.26 556.59 
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APPENDIX 3 BOUNDARY DESCRIPTION OF FLOODWAY EASEMENT 
FLOODWAY EASEMENT WHEREAS, Charles Ray Allen and wife Georgia Ann Allen are the owners of a tract of land situated in the A. Bledsoe Survey,Abstract No. 157, City of Addison, Dallas
County, Texas and being more particularly described as 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. 
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":' " EXHIIlITS i.-• c'" , ".-'-,:: '" ." " " 
EXHIBIT A VICINITY }IAP 
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EXHIBIT B IOO-YEAR INUNDATION LIMITS 
---{' -. I 
EXHIBIT C WATER SURFACE PROFILE 
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EXHIBIT E RECLAMATION PLAN 
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EllI£IBIT F RETAINING WALL TYPICAL SECTION 
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