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Home My WebLink About15 Development Permit 00-500082 University Park Ph2REVI .. W : FOR \ COl\llPLIA~~ DEC 06 20~ COLLEGE STATION ENGINEERING 11-29-2000 01:01PM FROM Karbrooke.** TO DEVELOPMENT PERMIT PERMIT NO . 444-A UNIVERSilY PARK 2 ·BLOCKY (1996) FOR AREAS INSIDE nm SPECIAL FLOOD HAZARD AREA RE: CHAPTER. 13 OF nm COll.F.GB STATION Cl1Y CODB SITE LEGAL DESCRIPTION: Block ""Y", Uaiwnity Parle Phase 2 SITE ADD~: 1301 University Drive College Stat.ion, Texas 77840 OWNER: Karbroob, Inc. Attn: Scott Bmaa 2700 E. Bypass, Suite 2000 College Station. Texas 77840 (409)693·2467 DRAINAGE BASIN: Burton Creek TYPE OF DEVELOPMENT: 6931075 P.02 This permit is valid fur site fill and Rl8dsidc ditch grading within the Uniwrsity Drive rigbt-<>f-way ONLY. c.oatractor shall prevmt silt and debris fiom leaviD& tbc site in acco!dance with tbc City of CoUegc Stati.oG DmiDagc Policy and Desip Crilaia. Owner andlar coalradot shall be rapomjble for any damage to existina city smm or inftutruawe due to hmy marJUoery and/or equipment. This permit, Mng ttmpol'tuy, is valid only within mty (60) days of tht date shuwn below, and is not llflmded to allow tlw COlllpktt tleve/oprMnl of tlw site. Any w01* pttfomred aft~r the expiration of this pmnit is not coveml, and ts consideml ll1lilUlhorized Jn 8CQOfdance with ~ 13 of the Code of Ordinances of the City of Col1fae Station. measures shall be 1abn to imwc that debris fiom ~ crosioa, and ICdinodalion shall not be deposited in city atroets. oc existing dnlimge facilities . I bc:rdJy pm this permit for ~IM of an a.Ra iasidr= the special t1ood hazanl area. AU devclopmeot shall be in ac:cordaDce with the plaDs and specific:asims submitted to and approwd by the City &ginerr in tbc ~ pmDit application for the ab<M named prqm and all of 1bc :m.~ 6 7GfCollcp-dlllopply ____ 8;_~_-/?__._,.9?"'--__ ~ Datef ~ fl •• ;n-9-, Cocdracfor 11-29-2000 01=02PM FROM Karbrooke.** TO 6931075 P.03 I Figure Xll / .,,- -'. : .. ~-1 ·:: ·:: . Devel~pment _r~~it.~!C . . , .. , . .. . , ., Caty of College Stataonr~~~s '· ·. :. -·-,• . ' . .f.~.·· ,,... .-; · ' .. ,'~J.~,~L~:""s~ !!lb ff-_ \0ir · . ~ · · ... · ,· . . +~,~iii~ ~~J~t~ P ·~~ · Ac6r:.shi··n·~teeect1r ... JL.l~·· · .ri Add~~(J_~7~~ ~ cS~r-5 I • ~ ~ ~ Telep)tQ-~~~o : '~"b It ClO . tntractor: ------------ . l . tte Application Filed : '!J 127 · Cif. 7 Address: ~---~-~-~--~- Telep ho '1_ e No: _. --------- Approved:----------- I ~plication is ~er~y made for the following development specific waterway alterations: I ~ . '• i ~.' ~ Application Fee ,_ -13 Signed Cenifications -t:l Drainage and erosion control plan, with supporting I>~nage Report two (2) copies each . -S Site and Construction Plans, with supporting Drain~ge .Repo~ two (2} copies each . b Other: . · :/~'';::. -. · j -... • l- IACKNOWLEDGMgNTS : . ·.: ·~ . . ~ . . /1. ~ lfw.lk 'G. t±t:..sfv-( £t ?esign engineer/owner, hereb~ acknowledge or affirm that: ) The information and conclusions contained in the above plans and supporting documents comply 1 with the current requirements of the City of College Station, Texas City Code , Chapter 13 and its i associated Drainage Policy and Design Standards. I. As a condition of approval of this permit application. I agree to construct the improvements proposed in this application according to these documents and the requirements of Chapter 13 of I the College S · n "ty Code. I I !~~(/71..~~~L_~- ! Prope Contractor 11-29-2000 01:02PM FROM Karbrooke .** TO 6931075 P.04 " .. ·i ',·' Figure XU Continued ·:,~ «;p · "·c~RTLFICATIONS: (for· pr~~~ 'alterations ~ithin d~igriated flood. hazard areas.) · '· '. ·,,., .: ' ,·I · ; . ' ·~::~~~,~~; .. ' . '' ' ·>:· ".';'.".", . . . ' ' . . -: . .' . . ~· . I, · ~-:· ; •· . • certify .that ~ijf' n~nresidential structure on or p~poscd ·tq ~on this site as part-0}!\li~~plication is de$ignateo .to prevent damage to the struCtlire·or its .. <f ntents as a result of floOdmg~om the 100 year ~.onn . ·; · . ' '•, !Engineer . .. .-~ -~ .. --'-----------------'.Date ., ..._),• x-... ·, . ~. I. r!)fC _ . cenify thafthe,finished floor elevation of the lo\Yest -~or, including afltbasement •. of any residential struc!u_re, prop0sed as part of this application is · at or above the base flood elevation established in the latest Federal Insurance Administration flood Hazard Study and ll_laps;· as amended. I -·, . ·. i ~------------~ i Engineer Date I . q_ I, • . . cenify th~-.the alterations or development covered by this pennil shall not diminis the fl od-canying capacit)' of the waterway adjoining or crossing this ·ued site and that such-alterations or development are consistent with requirements of 'e 1ty of College Station City Code, Chapter 1.3 concerning encroaclunents offloodways and of :·i~ P.t: .,_"~_·'2_·7_.q--+l---- -Date . Date I Conditions or comments as part of approval : ------------------! - tn accordance with Chapter 13 of the Code of Ordinances of the City of College Station. measures shall be taken to iM.Ure that .debris fro~ co~truction. eros,ion, and Sedimentation shall pot be deposited in city st~s~· or existing drainage facilities . · · · · · I I I hereby grant this permit for development. All development_ shall be in accordance with the plans ~nd specifications submitted to and approved by the City ·Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply . .. ,I', .. r t -!;,.. . ~- 1 1 -29-2000 01:03PM FROM Karbrooke.** TO 6931075 P.05 '· ! ! I i ! OWNER: . I Karbroob. IPc. ; Attn: Scott Eidson I 2700 E. Bypass. Suite 2000 I ColJcgc •SCatioa. Texas 77840 I (409)693-2467 I t DRAINAGE BASIN: I Burton CRek ; . I ! TYPE OP DEVELOPMENT: 11Us permit is valid for site fill aid roadside ditch grading within the Uniwrsity Drive rigbt4-way ONLY, C.aotnct0r shall prevent silt and debris from leaving the site in accxndance with ihc City of College Station DAimtge Policy and Desip Critaia. Owner IDY« ccatraaor shall ~ respoosal>lc b any damage 10 cxPtiDg ~ ltrcds or~ due to bea-yy machinny and/or equipment 'l7tU ~t. ~ng temporary. ts valid only within sixty (61J) "2}'s of the date shown lnlbw. and Is not intmded lo . allow the complete develtJplMnl of the nte. by wo1* perforlMd aftu the expll'tltion of this permit Is not <XNUed, and ii consldem:l IUIQUthorlzd . ·:! 1n ·.~ with Chapter 13 oftbe Code of Ordinances of the City of C'.ollege S~ measura shall be 11km' to insure tbal debris from consttuction. erosion, and sedimeutatiOll shall not be deposited in city streets, or~ dra.iDl8C Dcilities. I hereby grm thil permit for development of an area imidr/outside the special flood hazard area. All ~ shall be in accordance wi1h tho plans and specificaticm submitted to and approwd by the City F.ngiJWA" in the ~opmaa pcnnit applicatioo for the alxm named projcc:t · of · and ordinances of the City of College Station that apply . t/-</-&J? TOTA L P.05 •·. .. , . ... DRAINAGE ANALYSIS KARBROOKE, INC. UNIVERSITY PARK PHASE II BLOCKY 1.3 ACRE TRACT UNIVERSITY DRIVE AT SPRING LOOP COLLEGE STATION, BRAZOS COUNTY, TEXAS --··------- .'· 1 (4 1 , ·./ 1 ' 1 ~~ s ~ ' .. ---..... -.7--.-7)'ft..J',/,, L--- C ON ST HG CT l ON FEBRUARY , 1997 Submitted By: Michael G. Hester, P.E. Hester Engineering company 7607 Eastmark Drive, Suite 253 -B College station, TX 77840 (409) 693 -1100 FX :(409)693 -1075 email: h ec 2ooo@aol.com CERTIFICATION I hereby certify tha t t hi s report an d accompa nying d r ainage plan for t.he drainage design was prepared by me i n accordance with the provisions of the Cities Drainage Policy and Design Standards for the owners thereof. Texas UNIVERSITY PARK PHASE II BLOCKY -CERTIFICATION DRAINAGE ANALYSIS INTRODUCTION TABLE OF CONTENTS EXISTING DRAINAGE BASIN DESCRIPTION FILL AREA DITCH RE-GRADING CONCLUSION KEY MAP DRAINAGE AREA MAP RUNOFF CALCULATIONS HYDRAULIC MODEL -EXISTING CONDITIONS HYDRAULIC MODEL -FILL PLACEMENT GRADING PLAN DITCH RE-GRADING AND TXDOT PERMIT TABLE OF CONTENTS INTRODUCTION: DRAINAGE ANALYSIS KARBROOKE, INC. UNIVERSITY PARK PHASE II BLOCKY 1.3 ACRE TRACT UNIVERSITY DRIVE AT SPRING LOOP COLLEGE STATION, BRAZOS COUNTY, TX FEBRUARY , 1997 The tract of land is located at the northeast corner of Uni versity Drive and Spring Loop. The legal description is University Park Phas e II and is approximately 1 .3 acres in size. Th e site consists of grassland with numerous l arge oak trees. Tra versi ng the tra ct from west to east is a natural ditch that eventual ly dis c harge s into Burton Creek. The latest Federal Em ergenc y Managemenc Agency (FEMA ) maps (48041C0142 C) show that a porcion of the tract is in che regulatory 100 -year flood plain. Th e site i s zoned R3 and is ow ned by Scott Eidson, Karbrooke, Inc., 2 700 Ease Bypass , Suite 2000 , College Station, TX, (40 9) 693-2467 . The proposed alterations to the tract include the appli cat i on of fill material and re -gr a ding of a ditch along the Un iversit y Drive right -of-way . A previous p e rmit was obtained for fi lling this site however the pe rmits ti me limit has expired. EXISTING DRAINAGE BASIN DESCRIPTION: The main c re ek traversing t h e site discharges int o Burton Cr ee k. The creek is in an area not studied by FEMA nor included in th e College Station "DRAINAGE SYSTEM ANALYSIS" or the College Stati on "DRAINAGE POLICY AND DES IGN STAND ARDS". The FEMA Base Fl ood Elevation (BFE ) at the cree k s conf lu e nc e with Burton Creek i s approximately 269.5 0 . The drainage basin consists of primarily res ide ntial are as with 95 acres encering he site a nd 12 8 acres leaving the site . A drainage area map is included in t h e Appendix for review. FILL AREA: Excavated silt take n from a drainage ditch b ehind Crystal Par k Plaza in Co ll ege Stacion wi ll be wasted at the site. The fil l wil l not exceed 5 feet in height , will be seeded and s edimentation fe n cing inscalled to prevent erosion until a h ealthy ground cov er is established . To my knowledge there is no g overnmental agency that regu l ates the placement of this type of waste material. To d ete r mine the effect of the fill material which will be pl aced adjacent to the cree k a computer model of the creek from University Drive to th e conf luence with Burton Creek was prepared and two hydr aul i c analysis were ran to determine first , the existing water s ur face elevat ion and second, to wh at limits the fill material cou l d be added without affecti ng the water s urface UNIVERSI TY PARK PHASE 11, BLOCKY PAGE I O F 2 PAGES elevation dramatically. Th e fill adj ace nt to the creek will be placed in a flat , low velocity area. A runoff coefficient of 0.6 was used for of storm water quantities for t he entire ul timate development condicions o f t he ba s in . table s h owing a summary of the changes to elevations. t h e determ i nation re pre s ent b a s in, Below t h e water is a s u r f ace SECTION /oO -'ii2'... DELTA(ft .) 10+00 0.01 10+62 0.02 0.05 II +Lf 9 o.Ol/ 1 l +lPD 0 .01 ~€ sr+EeT G 1 Foe... x:-scc:-1 The addition of the fill to the site will not raise the water surface elevation more than 0 .02 feet. Copies of the drainage analysis and a grading plan showing the limits of the proposed fill is included in the Appendix . No additional runoff from the site will be generated due to the alterations because there is no change in the type of material . DITCH RE-GRADING: At present chere is an exist ing meandering ditch entering th e sice from a 42" culvert under University Drive . The ditch parallels the Texas Department of Transport at ion (TXDOT) right- of -way for approxi mately 100 feet and then cuts across the site to the main ditch. This di tch is clogged with sediment and will be re-graded Lo function properly. The ditch cross section was designe d with slopes consistent with TXDOT requirements and the vel ocity was held at 4 feet per se c ond to a v o id ero sion . Upon complet i o n of the re-grading the ditch will b e seeded and sedimentation fencing will be installed un til a healthy ground cover is estab l ished . A copy of the proposed ditch improvements and a recently received TXDOT permit is included in the App en dix for review. CONCLUSION: This project is in compliance with t h e City 's Stormwater Design Standards . UNIVERSITY PARK PHASE 11, BLOCKY PAGE 2 OF 2 PAGES 'T ,;..,,....~----r:_-· .l.l·_. : ~~/i ~ --If . 1, r " '\i I• ;6\ ~~~ . -l ~c!r-.:.· U~l1Vt:R5 11Y PARK PHA5t: II BL-OCK Y I i--··--- 1 I ! l l __ _ ,,.,,, I '~ I I N I Y.AL:l '-.lt:V":• ~ ~ ,.------ I I c I i i < I r1l lJ I (}) I -j I ' I I 0 :0 f: ! < i'1 1: i: I • i: ""Tl ! ' I· I ' ~ I ! 0) I 0 ~· I ! -r --i-_..t-,. -· -. I ~ •• ~ -y -~_-:.JJ::i~-0-• . 1 .:-:· ----, ·~r-1::::}. './.1, . . ........ -, ·--. I ; I ' . , ;; , \ _ ----_: ---. i l ! . l ,i) --•-I - - .. -r-- ···L . .... _ - -----------~--.... .1 .I r r.., • 1 1· '· • • 1.·.1~r :.1•' I , '. ----. -·., _.:-··--- ' \ ,· . i: ~ ·1· -. ~-': ~ - . ; ; ; I :, '•I :; ~j " L j ! -·1· it--. I ' I ! j . I I· j\ l \ /- ···-----····L---1 RUNOFF CALCULATIONS UNIVERSITY PARK PHASE II BLOCKY Quick TR -55 Ver.5.44 Executed: 16 :07:03 S/N:l315430080 03-05-1997 UNIVERSITY PARK, PHASE II , BLOCKY KARBROOKE INC. 10 & 100 YEAR STORM AT UPSTREAM PROPERTY LINE * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Whe re : Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C ' adjustment factor for each return frequency Subarea Descr. ULTIMATE Runoff IC' 0.600 Area acres 95.00 Tc (min) Wtd. I C' I 25.oo 0.600 RETURN FREQUENCY = 10 years 'C' adjustment, k = 1 Adj. 'C' = Wtd. 'C' x 1 ========================= ======== Adj. I 'C ' in/hr 0.600 5.490 Total acres 95 .00 Peak Q (cfs) 312 .93 Quick TR-55 Ver.5.44 Executed: 16:07:03 S /N :l315430080 03-05-1997 UNIVERSITY PARK , PHASE II , BLOCK Y KARBROOKE INC. 10 & 100 YEAR STORM AT UPSTREAM PROPER T Y LINE * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient , I=in /h our , A=acres adj = 'C ' adjustment factor for each return frequency RETURN FREQUENCY = 100 years 'C ' adjustment, k = 1 Adj . 'C ' =Wtd.'C ' xl ========================= ======== -~~;;~~ ~ --R~~::: _ --;~~; = - -'. ~~~ '. ---:t-11--:~: _ --~ +~ ---~~;:; _ --~~~~ = ~ - ULTIMATE ~:~~~---95:00 __ !-;~-;;--;-~;;-I!-;:~;;---;:~~;---~~:;;-!--~;~:;~ Quick TR-55 Ver.5.44 S/N:l 3 15430080 Executed: 16:07:33 03-05-1997 UNIVERSITY PARK, PHASE II, BLOCKY KARBROOKE INC. 10 & 100 YEAR STORM AT DOWNSTREAM PROPERTY LINE * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C ' adjustment factor for each return frequency Subarea Descr . ULTIMATE Runoff IC' Area acres 0.600 128.00 RETURN FREQUENCY = 10 years 'C' adjustment, k = 1 Adj. 'C' = Wtd. 'C' x 1 ========================= ======== Wtd. 1 1 1 I C ' T c (min) --------------I - - - - - --- - -- ---1· 30 .00 0.6 00 Adj. I 'C ' in/hr Total acres 0.600 4.940 128.00 Peak Q (cfs) 379.3 9 Quick TR-55 Ver.5.44 Executed: 16:07:33 S/N:l315430080 03-05-1997 UNIVE RSITY PARK, PHASE II, BLOCKY KARBROOKE INC. 10 & 100 YEAR STORM AT DOWNSTREAM PROPERTY LINE * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs , C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C ' adjustment factor for each return frequency RETURN FREQUENCY = 100 years 'C ' adjustment , k = 1 Adj . 'C' = Wtd .'C' x l ========================= ======== -~~;;~~~---~:t : ___ ~~~==-_'.~~~'. ___ :t_ 11 __ :~: ___ ~+: ___ ;~~:! __ ULTIMATE 0.60 0 128.0 0 I - - - - - - -- - - - - - --I -- - ---- - --- - - -,. ! 30.0 0 0.600 0.600 6.750 128.00 Peak Q (cfs) 5 18.40 Quick TR-55 Ver.5.44 Executed: 16:08:30 S/N:l315430080 03-05-1997 UNIVERSITY PARK, PHASE II, BLOCKY KARBROOKE INC. 10 & 100 YEAR STORM AT BURTON CREEK CONFLUENCE * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient , I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Runoff Area J Tc Wtd. Descr. 'C ' acres (min) 'C' ---------------_-----------I -------------- ULTIMATE 0.600 171.00 ------ -- --- ----I --------- ----- / 45.oo 0.600 RETURN FREQUENCY = 10 years 'C' adjustmenc, k = 1 Adj. 'C' = Wtd . 'C' x 1 ========================= ======== Adj . I 'C ' in/hr Total acres Peak Q (cfs) --------- -------- ------I -------- 0.600 3 .840 171.00 393.98 Quick TR-55 Ver.5.44 Executed: 16:08:30 S/N:l315430080 03-05-1997 UNIVERSITY PARK, PHASE II, BLOCK Y KARBROOKE INC . 10 & 100 YEAR STORM AT BURTON CREEK CONFLUENCE * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. ULTIMATE Runoff I C ' Area acres 0 .600 171 .00 Tc (min) Wtd. IC' 45.00 0.600 RETURN FREQUENCY = 100 years 'C ' adjustment, k = 1 Adj. 'C ' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr I Total acres Peak Q (cfs ) 1 ----------------------- 0.600 5.290 171.00 542.75 HYDRAULIC MODEL -EXISTING CONDITIONS UNIVERSITY PARK PHASE II BLOCKY r. ~ c I ~ 0 \'\ ' x \ f ~ \) 0 ~ .. ~~ ~il .~~ .\c ... HEC-RAS 3/5/97 426.00 276.00 279.86 280.67 0.013781 313.00 274.20 278.77 278.77! 279.60 0.011924 426.001 274.20 -279.33 279.33 280.07 0.009570 -----i----313.ool 273.50 -----278~31 ______ 23.-59-··-278.73f · -o~ooa·Oo5 426.00 ~ 273.5~ ____ --279.0~---_26.8;__ 279.031 0.0000_0_9,__ __ _ 8.61 7.53 7.56 0.14 0.20 82.59 52.88 87.70 2299.04 2325.49 49.23 75.18 83.35 92.94 0.77 0.71 0.02 0.02 ' i --313.oo 272.oo ----278.651---------:·----21-snr -0-:000810 2-:58-, --203.11 120.60 0.22 _ 42_(foa ..=-.=2t2.o~~--~=-~27~~-~f ~~-----~---=T-----}!~~~~1-~-!i-?01_~-1 =~~-~1!~~~~-----~32.44 ---~--0.25 --·-:rf3~66 ----274.ool · ---278.171 · --2?8~17~ --278.61: · ·0.066569 ----5.81 ----93-:-16 ---126.64 ---------o.66 ---•2eoo --21.ooi --=:_21a•'t~-21~,~~::~~ 21aa~1_:-:_ooITT1s1 --=~:~-,r:Jg -_ -124_.~f -131.71 ---().63 ~~~:~~I ---~~-~:~~~--~ ~ti:~;l~~-=~==~~~1-=-~~-~7-~:~:1~~ ~:~~:~:a~:---~~;~~------~~~;~ 1~~:~~1 __ ~:~~ --3; 3_oor-----iif 30 --276.68 j . -----1 ---277:.) O. O 1s·3ag ----5_99! ------44:78' ------,;-o:orr·· -m -0]2 I 426.00 273-.30 --------277.38~-----277.3sL~--277~99r -0:010527_>---==·-6~49 ------87.4b f------103.11 ----Q.76 ------------------·--··---. [ ______ -·-----~--. _______ ]_ . ------------->-----f--· ·-313.00 272.00 276.97/ =+ 277.07' 0.001339 2.54 123.12 46.66 0.28 426.00 272.00 277.551 --~-~--277.67 0.001212 2.75 175.01 103.16 ··-0.27 ' I I 313.00 272.00 276.721 -j 276.97 0.005639 3.98 81.25 69.59 U.53 426.00 272.00 277.411 ___ ___] _ _.= __ 277.591_ 0.00_2936 3.57 --~--147.~ ___ 104.721 0.40 210.00 --------,is~Jsf---==J 21iij 0_004454 -._., a9.31 51.75 270.00 { 277.10, -t 277.39 0.003307 4.45 143.95 94.26 379.00 270.00 275.71 -T 276.15 0.005614 5.32 71.20 22.94 518.00/ 270.00 -276.41 -t-276.95i 0.005506 5.89 88.78 28.14 379.00 269.90 274.24 274.86 0.008576 6.33 61.78 39.04 oA?i 0.42 0.53 0.54 0.68 ' i ,,. ·' ; ' '. J l 'i \ ' i I r I I ... I l ' ·I ' I :r ~ ·' HEC-RAS Plan: Plan 01 379.00 --·----·--------269 .90 274 .09 ____ _j __ 274 .20 0 .002629 2.68 143.90 115.02 0 .36 -518 .00 269.90 274.46 ____ ._i ____ 274.59 0 .002460 2.95 188 .17 123 .55 0 .36 I _ _J __ 379.00 269 .80 2 7 3.88 273.95 0.000862 2.46 244.69 149 .16 0 .23 ----518 .00 269 .80 27 4 .24 1 274.33 0.000986 2 .81 300.76 159 .68 0 .25 379.00 269. 75 273:321-272 . 70 --,73 .a= 0 .004007 --·-·4~46 128 .95 -----116.87 ----0.48 518.oo 269.75 r--~--~?~-5-j-=--273.10 1~~---~~--~9 .005 295 -=:= ·=5-~8 ~~-fs3 :s~1~---~~-13~:~~ --~=:=--=-?__:~6 --379 .oo --269_5·0 ----iir a1 1 · ----·27f841-· 2n.25 1 -·o .0T149s --·--s.10 --·-98 .57 -·--191 .3s ·--·---o .74 ---;;-;;--;;;;; -~;~~---;t-~~~;ti:;;;; ~=--·;,~;-~~-s~=~;; ---~;; g c .Q -ro > Cl) w .. UNIVERSITY PARK PHASE TWO BLK. Y W/O FILL MATERIAL ~-----------------···---·------·----·---MAIN -------------------1 280 - 278 276 274 272 270 0 ---....../ _________ , ___ .. • 500 / / / / 1000 Main Channel Distance (ft) / / t I / / 1500 Q10WS Q100WS Invert UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN Riv Sta= 1394 to -104 PF#: 1, 2 W/O FILL MATERIAL 281 280 :2 279 -c: 0 ~ > ClJ UJ 278 277 ... UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 13+94 Riv Sta= 1394 W/O FILL MATERIAL .06 -------+-.04 -+~--.06 --~1 • -----·--------------- I Station (ft) Q100WS Q10WS --·--Ground • Bank Sta 280 279 278 g c 0 :;:; (1J 277 > Cl) w 276 .... 275 .. 274 c ~-:· -40 ... UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 13+43 Riv Sta= 1343 W/O FILL MATERIAL r--------.06 ______ ------+-.04 -+-------.06 __ • • I I I I I I \ I • I \ I I I \ \! - -20 0 20 40 60 80 Station (ft) -----i 100 Q100WS Q10WS ---Ground • Bank Sta g c: 0 ~ > a.> ill 280 279 278 277 276 275 274 UNIVERSITY PARK PHASE TWO BLK . Y Reach= MAIN STA. 12+90 Riv Sta= 1290 W/O FILL MATERIAL r---.06 ---+-.04 __ --+-_ _ ___ _ ______ __ .06 ----------------~ ·------· I I • \ • v -,-,--,---,---,-----,-..,-.,--,r--T-,---.--r---r-r--,-,--,-, 0 20 40 60 80 100 120 140 Stat ion (ft) Q100WS Q10WS --·--Ground • Bank Sta g r:::: .Q -ro > <lJ w UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 12+28 Riv Sta= 1228 W/O FILL MATERIAL ~-----.06 --------+-.04 -+-----------· -----.06 --------1 280 - 278 ~ \ • • -------- \ I 276 1 274 0 50 100 Station (ft) 200 Q100WS Q10WS --·--Ground • Bank Sta g c .Q -ro > <I> ill UNIVERSITY PARK PHASE TWO BLK. Y Reach = MAIN ST A. 11 +83 Riv Sta = 1183 W/O Fl LL MA TE RIAL ~-.06 --+ .04 +--------· ----------.06 --------------1 280 - 279 278 277 276 275 I 274 -+--~~-·-··~~~-~~-~~---,-----.--r---~~-~-~-~---r---i 0 50 100 150 200 Station (ft) Q100WS Q10WS --·--Ground • Bank Sta g c: .Q -ro > <I> i:iJ ... UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 11+60 Riv Sta= 1160 W/O FILL MATERIAL 6 r--.04 ---+------·--· _________ .06 ___ ·-·-·---- 281 -·6 280 279 /' --· - --- --------·-------·-~ \----------~------1 ·~ 278 • 277 - 276 I j 275 274 0 50 100 150 Station (ft) 200 Q100WS Q10WS --·-·-- Ground • Bank Sta g c 0 ~ > Q) UJ UNIVERSITY PARK PHASE TWO BLK. Y Reach = MAIN ST A. 11 +49 Riv Sta = 1149 W/O Fl LL MA TE RIAL f<-.06 -+-.04 --+-----------· ----·--.06 --·------------1 280 1 279 278 I ..-II 277 ·-·-------. 276 • 275 274 ·-- 0 50 100 150 Station (ft) ll=----·--Ground Ban~ Sta 200 g c 0 ~ > Cl) w UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 10+98 Riv Sta= 1098 W/O FILL MATERIAL ~-------.06 -·-·----+------.04 ---··---+·-------.06 -·-----1 280 - 278 276 274 / ;-· ----------·---· ----·-/ \ / ·----·-----------•--·---------11 I 1 I I 272 -l--~~-~-~~-~~--.-•-•-r- 0 50 100 150 Station (ft) 200 Q100WS Q10WS --·--Ground • Bank Sta UNIVERSITY PARK PHASE TWO BLK . Y Reach= MAIN STA. 10+62 Riv Sta= 1062 W/O FILL MATERIAL 280 r-----·--.06 ---· _ --+ .. ____ .04 ___ +-----______ .06 -----~ 278 • i \ • I I ! • g 276 ~ ~--- c • /. .Q \ -ro • • > I Q) w ~ • I I 274 ----·--.--.--,--,---r---.,.--.--.--.--1 0 50 100 150 200 Station (ft) Q100WS Q10WS ---·--Ground • Bank Sta . ·-. g c 0 :;::; ro > Q.l w UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 10+00 Riv Sta= 1000 W/O FILL MATERIAL k'------.06 ------+--.04 ---+-------.06 ------~ 280 1 ·--· 278 -~ I j ~ -------. ------------.. I ~ ~--------~ 276 1 \ /. I 274 J ~ 272 - - - - - 270 I i .---rm -• r--r---r--,---.--,.-----,---i---,·--T 0 50 100 150 Station (ft) Q100WS Q10WS --·--Ground • Bank Sta '-------- I 200 c 0 ~ > Q) w UNIVERSITY PARK PHASE TWO BLK . Y Reach= MAIN STA. 9+00 Riv Sta= 900 . W/O FILL MATERIAL 4----------·-·-------. 06 --- 282 I 1 ---------+---.04 --+---.06 ---1 I ;· I 280 -· j 27B J ~ 1 -j -I 276 -j I 1 274 272 I -I • • 'r -----·----J \ \ \ 270 i~.~-~---,---,--,-----,----,~ 0 50 100 Station (ft) 200 ·------~ Q100WS Q10WS --·--Ground • Bank Sta g c .Q -ro > Q) UJ '. .. UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 7+17 Riv Sta= 717 W/O FILL MATERIAL f<-----·--------. -. ---·-··---.06 . ·--------------·------·-----------+-.04 --+ .06 -~ ::-I \ i ------j --I -----276 274 -;-·--i \ J v 272 270 0 50 100 150 Station (ft) Q100WS Q10WS --·--Ground • Bank Sta g c: 0 ~ > <I> i:U UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 6+00 Riv Sta= 600 W/O FILL MATERIAL 280 -r .06 -·--->f-c ----------.04 -------·-+----.06 ------1 I 278 \ I 276 1 I · 274 -\c ~~~o=;::-=~~~~ ~=~----/ I I • 272 \ I ---·-JJ 270 268 --+-~--~~~--~-.---.-T~~--.---r -~~ -·,---,--·-,·-·1 0 50 100 150 200 250 Station (ft) Q100WS Q10WS --·--Ground • Bank Sta g c .Q -ro > Q) w .. UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 4+30 Riv Sta= 430 W/O FILL MATERIAL 280 1\ ::: .\ ---.06 ·------·-·------+--.04 ---+------------.06 ___________ , I • \ 274 -.____ ___________ -------·----r 272 ----· . \ I ~----270 268 --+-~-~~~~~~~~~~-.--~~~~~-~~~-~~~--r--r--i -·-,--,---,-·--r--i 0 50 100 150 200 250 300 Station (ft) Q100WS Q10WS --·--Ground • Bank Sta g c .Q -m > <ll w UNIVERSITY PARK PHASE TWO BLK . Y Reach= MA IN STA. 2+07 Riv Sta= 207 W/O FILL MATERIAL !-<-··--··---·-------.06 - 280 -~ 278 -~ -~ 0 f<---· ---·--·-·-----.06 ----------------~ 4 ./ I 276 \ 274 272 270 v 268 --+--~-~~.--r-~~~ ---.--.-1---i-·-,--.--.--.---r-.-----.---,--,--i 0 100 200 300 400 500 Station (ft) 0100 ws Q10WS --·--Ground • Bank Sta g c .Q -ro > <lJ w UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 0+00 Riv Sta= 0 W/O FILL MATERIAL ~----------------.06 -·---·----------+ .04 +--------.06 -----~ 280 -f\ 278 1 \ 276 _j l _, I __J I -1 -1 274 1 I -1 -1 2n I l _J 270 268 ~ I I I I 0 100 \. ------------=======-==--------c:o----- · ·\ 1 • I I • --.--·r-r --,-,--,--1"'-,-,----.--r·-,-,--,--,-l"T--·-r --r -.-I 200 300 400 500 600 700 Station (ft) -0100~~1 Q10WS J ---·---· Ground • Bank Sta UNIVERSITY PARK PHASE TWO BLK . Y Reach= MAIN STA. -1+04 Riv Sta= -104 W/O FILL MATERIAL 276 -~-----.06 ----· - .... --+-----·---------·-----.04 ·--·--·--· ------------+--.06 -i I -' I --1 275 j I I J ~ 274 --: • ~ I 2 J -273 ~ c: _J 0 J ~ > J ClJ I w _J 272 ~ 271 -] ~ 270 • \ • \--·---- 11 -269 ---+-~~~~~~~~r ---r-~~~,--,--,-T-r-r ·--,---r--r-·1·-,--..,---,--,.-1 0 100 200 300 400 500 600 Station (ft ) Q10WS Q100WS --·--Ground • Ban k Sta HYDRAULIC MODEL -FILL PLACEMENT UNIVERSITY PARK PHASE II BLOCKY HEC-RAS Plan: Plan 01 Reach: M A IN . 3151 97 . W.S. Elev (ft) 279.54 426 .00 276 .00 ' 279 .86 280 .67 61 .62 313.00 274.20 27 8 .77 278.77 279 .60 0 .011924 7 .53 52 .88 49.23 0.77 426.00 274.20 279 .33 279 .3 3 280 .07 0.009570 7 .56 87 .70 75 .18 0.71 31 3 .00 273 .50 2 78.73 23.69 27 8.7 3 0.000005 0.14 2299 .04 83.35 0 .02 426 .00 273 .50 279 .0 3 26.80 279 .03 0 .000009 0 .20 2325.49 92 .94 0 .02 i:12 28 .~· _:.'. 313 .00 272 .00 278.65 278 .72 0 .000810 2 .58 203 .11 120 .60 0 .22 A>/::. ~ ;122s . 426 .00 272 .00 278.92 279 .02 0 .001081 3 .10 237.13 132.44 0 .25 ,.. ~ !-. ~~ ~' ~:.~:l<~:~~i ;i2i;~·· 8 0 ..... . [ ~. 1. 8 3 -~ \~; .. ~f ;;~~0 313 .00 274 .00 278 .17 278 .17 278.61 0 .006569 5 .81 93 .16 126 .64 0 .60 i l11 83 ;',;,;i;'.' .• .> 426.00 274 .00 27 8 .41 278.41 278 .8 8 0.007161 6 .39 124 .31 131.71 0.63 ;. ; .... , .. ..,.-J'.-·.,_.t'· c ~ ~ 313 .00 273.70 277 .26 /yo. 00 277.59 0 .007353 4 .66 70 .51 0.61 426 .00 273 .70 277 .8 0 6: o.o I 278 .09 0 .004902 4 .53 122 .30 0 .52 ~ 3 ~ 313.00 273 .30 216.68 ts-o . oo 277.44 0 .015315 6 .97 44 .89 20 .04 0.82 426 .00 273 .30 277.42 6 :0 . o'-/ 277 .99 0 .009871 6 .34 90 .97 104.92 0 .68 §1 313 .00 272.00 276 .97 [:,:: 0 . oo 277.07 0.001335 2.54 123.29 ~ 0 .28 \) 426 .00 272.00 277 .6 0 n,-:. o . v =:: 277 .71 0.001199 2 .76 160 .77 8 0 .27 313.00 272 .00 276 .73 Cl=<o.bl 276 .97 0 .005650 3 .98 79 .33 3BE 0 .53 { 0 426.00 272 .00 277.42 D =-o.co\ 277 .6 4 0.003315 3 .80 120 .77 0.43 0 11 379 .00 270 .00 , 276 .36 6--o . oo 276 .66 0.004486 4.42 87.21 ~ 0.47 ti 0 518 .00 270 .00 [277 .08~}.-;: o.~ 277.41 0 .003648 4 .6 6 123 .39 0.44 -0 F ()' 379 .oo : 270 .00 275 .11 · 276 .15 0 .005614 5 .32 1 71 .20 1 22.94 0 .53 I .i 518 .00 , 270 .00 276.41 . 276 .95 : 0 .005506 : 5 .89 . 88 .78 28.14 0.54 ~ ' ' ~ 379 .00 j 269 .90 274 .24 274.86 0 .008576 . 6 .33 ! 61 .78 39.04 1 0 .68 . I ~ ~ \ r !R iver Sta.··>' r,~-.{? ·'' l?~::r.;f~ :~.:. r\·i""::~P f ... ~··¥;' ... ~,..., .. J.tc f ~104,~~ .. !~1.:~, ~. ; 104 :. ~ .;.·, ... ,, l ~ .:·ri:o~ . .:":. -7fi .-ota-I -. , (c~s F ·· :· 518 .00 379 .00 518 .00 379.00 518.00 379 .00 518 .00 379 .00 518 .00 394 .00 543 .00 HEC-RAS Pla n : Plan 01 -Min Ch'.EI -Ws-:-Elev~ c-rrtw:s. (ft) . ·;.. . . ,(ft) . (ft) " 269 .9 0 274.41 274.16 269 .90 274.09 269 .90 274.46 269 .80 273 .88 269 .80 274.24 269 .75 273 .32 272 .70 269.75 273 .52 273 .10 269 .50 271 .87 271 .84 269 .50 272.16 272 .1 1 269 .25 270 .75 270 .59 269 .25 270 .75 270 .72 Reach : MAIN 3/5/97 (continued) E.G .. Elev ,,: .-E-:G.,Slcipe . ·;,:yet .~hn~ ' -~'..Flow,;~r.ea · · ·:I ?P 1\Yidth;; Fro_ude. #Chi (ft),,;.,;,' .(fUf}) '·: ,,, .~:· (ft/s) ~~ -· (sq ft) >.· ,~ ' :--. (ft) .... 1,, ' ,,.t-"' . <' 275.41 0.012946 8 .09 69 .20 50.70 0 .84 274.20 0.002629 · 2 .68 143 .90 : 115 .02 0 .36 274.59 0.002460 2.95 188.17 123.55 0 .36 273 .95 0.000862 2.46 244 .69 149.16 0.23 274 .33 0.000986 2 .81 300 .76 159 .68 0 .25 273 .57 0 .004007 4.46 128 .95 116 .87 0.48 273 .87 0 .005295 5.38 153 .53 130.58 0.56 272 .25 0 .011495 5.10 98 .57 191 .35 0 .74 272.47 0 .0 08708 5.01 164 .39 244 .91 0.67 270.87 0 .013590 2 .84 141.91 272.42 0 .69 270 .98 0 .025812 3 .91 141 .91 272.42 0.95 f 11 r r g c .Q -ro > Cl.) w - 274 - - - - 0 UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 10+62 Riv Sta= 1062 W/ FILL MATERIAL Station (ft) Q100WS Q10WS --·--Ground • Bank Sta :f ~ ,.... r r ? () j crj ~ g c:: 0 ~ > Q) UJ " UNIVERSITY PARK PHASE TWO BLK. Y Reach= MAIN STA. 10+00 Riv Sta= 1000 W/ FILL MATERIAL r·--·----· .. 280 - .06 - 274 - 272 - I - ->-<-- 1 Station (ft) .04 -·------+-· -..,-----r ---r -,-·-r · ·-.---r-·1 100 120 Q100WS Q10WS --·--Ground • Bank Sta • . AWROXIMAH SCALE = 0 SOOFEET ~ MAP LEGEND rz.J Revised Floodway ~ ReviHd 100-Yeor Floodplain {d Revised SOO-Yeor·Floodploin ,.,,:Y/ "',~.:p;,/ /// . _/ -~ .... <C :IE ... s • = 11:} ~ ~---Gig '1•· ~ :IE r-J IJ ~ ~ et q~ljl z ~ -.. , =>o<~ o...jq 0 z..: ~ ~ t;....., l• ~ < ~ ~ ••• .; tr>~l ·1 OV>..:!;< ~L&..I ' ~ ~ 8 :;; i1 !1.~1 __. . 11 ~~~~ iJti~ LI-I ZONEX .. ~ ..,u ~~ :IE ;; =u z-.._ ;! ~ '1 ~ !! :::N ~~ ~= i :(' ,,~ I~~ i ~ j City ofBryan 480082 ZONEX '"" /' / ZONEX City of College Station 480083 '· l:Jlt~E:;J '\'(~ ~t . i . i ~' " "~ '· ~ ~ i &. ? ? I r r !l 5· i' i ~ 01" .., ..... m '1 m z 0 § s MAl'NUMIEI 41MICll42C !FfECTIVEDITE: N 0 z m )( AU1,1!12 I CERTIFICATIONS: (for proposed alterations within designated flood hazard areas .) A. I, >"-fLA= , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Engineer Date B. I, WA , certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended . Engineer Date C. I, M~ t.--G,.. ~rtify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity()f ~waterway adjoining or crossing this permitted site and that such alterations or development nsistent with requirements of the City of College Station City Code, Chapter 13 concerning nc oachm ts of oodwaY.S and of floodway fringes. Date ' D. -1-~-:::J!:P~~..:..J..~'2::'.::~+J:.:"'~e_ ,do certify that the proposed alterations do not raise the level of the 100 year latest Federal Insurance Administration Flood Hazard Study. Date Conditions or comments as part of approval : ~~~~~~~~~~~~~~~~~~~~~~~~~~~~ In accordance with Chapter 13 of th e Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, eros ion, and sedimentation shall not be de posited in city streets , or existing drainage facilities . All development shall be in accordance with th e plans and sp ecifica tions submitted to and approved by the City Engineer for the above nam ed proj ect. All of th e applicable codes and ordinances of the City of College Station shall apply. DEVELOPMENT PERMIT DPERMIT.DOC 3 /24/99 2 of2 ,. • CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 7 7 84 2 Phone (979) 764-3570 I Fax (979) 764-3496 MEMORANDUM December 7, 2000 TO: FROM: SUBJECT: Scott Eidson, Karbrook Inc., Via fax 7 -1576 Bridgette George, Assistant Development Coordinator ~ DP-UNIVERSITY PARK PLASE PH 2 BLY (0-500082) Staff reviewed the above-mentioned drainage report and it has been approved. Please submit another drainage report if you would like an approved copy. Also, the Development Permit for this project has been printed and is awaiting your signature. Please come in to Development Services to sign the Development Permit prior to any development. Please call Spencer Thompson or myself if you have any questions . Cc: Michael G. Hester, P.E., Via fax 693-1075 Home of Texas A&M Un iversity STAFF REVIEW COMMENTS No. 1 Project: UNIVERSITY PARK PHASE II BLOCKY (0-82) ENGINEERING 1. Your drainage report has been reviewed and approved. Please keep in mind that when this site is developed a detention facility may be necessary. This fill, as well as the detention facility, must remain outside the floodway area. The City has received a CLOMR for a project on this tributary. You may review this information if you wish. If you wish to submit a LOMR-F for this property, please remember the FEMA established compaction requirements. 2 . There was only 1 copy of the Drainage Report received in this office. This copy will be retained for filing. Reviewed by: Spencer Thompson Date: December 6, 2000 NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled " on your plans. Any additional changes on these plans that have not been pointed out to the City will constitute a completely new review. Staff Rev iew Comments Page 1 of 2 12 /07 /00 15: 41 '0'979 76 4 3496 DEV ELOP ME T SVCS T RA SMISSION OK TX /RX 0 . CO NNE CTION TEL CO NN ECTION ID START THIE US AGE TIME PAGE S RE SULT *************************** *** ACTI V ITY REPORT *** *************************** 5563 12 /07 15:40 00 '30 1 OK 96931075 lf':J UU.1 12107 1 00 15:39 'a979 764 3496 DEVELOPMENT SVCS *************************** *** ERROR TX REPORT *** *************************** TX FUNC TIO N WA S NOT COMPLETED TX/RX NO. 5562 CO NE CTIO N TEL 96931075 CO NNECTI ON ID START TIME 12 /07 15 :38 USAGE TIME 00 '45 PAGE S 1 RESULT G 1 #001 lf!:j UUl. 12 /07 /00 15:42 . 'fi'979 764 3496 DEVELOPMENT SVCS TRA NSMISSION OK TX /RX 0. CO NNE CTION TEL CO N ECTION ID START TIME USAGE THIE PAGES RESULT *************************** *** ACTIVIT Y REPORT *** *************************** 5564 12 /07 15 :41 00 '54 2 OK 97641576 ~UUl -~ COLLEGE STATION P. 0 . Box 9960 August 22, 1997 Karbrooke, Inc . Attn: Mr. Scott Eidson 2700 SH 6 South, Suite 2000 College Station, Texas 77845 Dear Mr. Eidson: 1101 Texas Avenue Tel : 409 764 3500 College Station , TX 77842 It has been brought to my attention by our city inspector, Mr. John Logan, that fill has been placed beyond the limits of fill indicated on the Grading Plan for University Parle Phase Il Block Y. It is your responsibility to have the fill removed from its present location and placed within the area outlined as the limits of fill. In addition to this violation appropriate erosion control must be installed and maintained immediately downstream of the fill to contain the fill on site. You are currently operating under an expired development permit, Development Permit No. 444. This permit must be renewed prior to the continuation of work on this site . If these items are not completed prior to September 2, 1997, the City of College Station will take code enforcement action . Sincerely, W. Paul Kaspar Graduate Engineer xc : Steve Homeyer, Assistant to the City Engineer John Logan, City Inspector Home of Texas A&M University ': I ~SENDER : I also w ish to rece ive t he follow ing services (fo r an extr a fee): "O ·u; • Complete items 1 and/or 2 for additional services . • Complete items 3, 4a , and 4b . QI • Prin t your name and address on the reverse of this form so that we can return this ~ ca rd to you . ai u 1. D Addresse e's Address ·~ > •Attach this form to the fr ont of the mailpiece, or on the back if space does not ~ permit. QI •Write "Return Receipt Requested" on the mailpiece below the article number. ;: • ~:~v=~~~ Receipt will show to whom the article was delivered and the date 2. D Restrict ed Delivery Co nsu lt postmaster fo r fee. QI Ul c. "iii u 5 3 . Article Addresse d to : 4a. Article Number "O ~ Ci. E 0 u f1arDrooKJ :frc_. 1tl/q ~-o~D-a>(f)-J?a d 4b. Se rvi ce Ty pe -®h ~ ... ::l _../ Qi l!1 Certified a: N r. Seo fl e ,· son D Regi stered !)..{00 g-(lr{ flud_c/er (:ru/~) 5°h. X'OO g{xpres s Ma il D Insured g> /l f\ llea e._ c::J.. Lo/\ l 1"'f.. f 1'i'l/D Return Receipt for Merchand ise D COD ·~ l)J } Jl()-ll 7 . D ate of Delivery .E -=--=,--,---=---=-~---..,.~~~~~~+-~=O'-L-=3~D;.__;O;-L~~~~~ 5 . Recei ved By : (Print Name) 8 . Addressee's Address (Only if requested .ll: and fe e is paid) lij .s:: I- 102595.90.s-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail c- Postage & Fees Paid USPS Permit No. G-1 O CITY OF COLLEGE STATION )~ P.O. Box 9960 College Statio n, TX 77842 li111li.111f 11i11J1ti1111IiiIIii!I111li1 I,.! l I l I I 1 ! /11111i1111 U.S. Postal Service CERTIFIED MAIL RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) e. Mr. Certified Fee Return Receipt Fee (Endorsement Required) 1----------< Restricted Delivery Fee (End orsement Required) 1----------< Total Postage & Fees $ Postmark Here ~ ~ame. Plea~e_7;;,~~~'.~~;;;;;~~:'.~~~------······················ Street , pt. No .; or PO Bo/N~.1 ..,,.,---~--· r:r"'Di:r' ................................................................................................ . ~-~--~--~-----------Jr'-City, State , ZIP+ 4 '-~lr!lll'Tl'!l'!l--iilil ---~~-----~~--~---, 1..en lTie d Mail Provide s: • A mailing rece ipt • A unique ident ifier for your-mailpiece • A signature upon delivery • A record of delivery kept by the Postal Service fo r two years Im portant Remind ers: • Certified Mail may ONLY be combined with First-Class MaU or Priority Mall . • Certified Mail is not available for any class of international mail. • NO INSU RANCE COVERAGE IS PROVI DED with Certified Mail. For valuables, please consider Insured or Registered Mail. • For an ad d iti onal fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee . Endorse mailpiece "Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. • For an additional fee, d elivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mail p lece with the endorsement "Restricted Delivery". • If a postmark on the Certified M ail receipt is desired, please present the arti-cle at the p ost office for postmarking. If a postmark on the Certified Mail recei pt is not needed , detach and affix label with postage and mail. IMPORTANT: Sa ve this receipt and pres ent It when ma king an inquiry. ?S Fo rm 3800 , July 1999 (Reverse ) 102595-99-M-1 938 0 1-3 1-2 0 01 0 4=17PM FROM Karbro ok e .** TO KARBROOKE, INC. CRYSTAL PARK PLAZA 2700 EARL RUDDER FRWY . S .. STE. 1000 COLLEGE STATION , TX 77845 January 31, 2001 Mr. Spencer G. Thompson, Jr . City of College Station P OBox 9960 1101 Texas Avenue College Station, TX 77842 RE: Your letter dated January 29 , 2001 Notice ofNoncompliance VIA FAX: 764-3496 Dear Mr. Thompson: (979) 693-2467 7643495 P.01 Thank you for bringing to our attention the error regarding the fill at University Park, Phase II, Block Y at University Drive, east of Spring Loop . This letter is to confirm that we are addressing this problem immediately. The contractor, Mr. Bill Haverland with Brazos Valley Utilities was faxed a copy of your letter on January 30, 2001 . We are sorry that this happened and we will make sure the site is brought into compliance. Should you need anything further on my part, pl e ase feel free to g ive me a call at 693-2467 . President SE/skf COLLEGE STATION P. 0 . Box 9960 1101 Texas Ave nue Tet 409 764 3500 College Stati o n , T X 77842 Karbrook, Inc. Mr. Scott Eidson 2700 Earl Rudder Frwy, Ste 2000 College Station, TX 77840 Phone 979-693-2467 RE: NOTICE OF NONCOMPLIANCE With: Chapter 13, City of College Station Code of Ordinances Site: University Park, Phase II, Block Y Location: University Drive, east of Spring Loop Dear Mr. Eidson, January 29, 2001 It has come to our attention that your permitted site is not in compliance with the approved Development Permit and Chapter 13 of the City of College Station Code of Ordinances. City officials visited the above referenced site on 1/29/01 and found that fill has been improperly placed on this property. The Development Permit plans submitted to and approved by this office are to be adhered to by the person or persons placing fill on the site. It has been determined that fill juts into the floodway of the adjacent stream approximately 20 feet. This improperly placed fill must be removed. Appropriate action must be taken immediately to bring this site into compliance to ensure the health, safety and welfare of the community. You have ten (10) working days from the time of receiving this notice to bring this site into compliance. Failure to comply with this City Ordinance will result in enforcement action taken in accordance with Chapter 13, § 7 of the Code of Ordinances. Enforcement, in this case, can be as much as $2,000 per day of noncompliance. If you have any questions or do not understand these requirements, please feel free to contact me at City of College Station Development Services (979) 764-3570. Thank you for you cooperation and community support . Sincerely, ~ r~~ ~o Spencer G . Thom o / Graduate Civil Engineer cc : Ted Mayo, P .E ., Asst City Engineer; Natalie Ruiz, Development Coordinato~ire Marshal; Jim Calloway, Development Services Director ~ Home of Texas A&M University HESTER ENGINEERING COMP ANY CIVIL ENGINEERING SERVICES 7670 EASTMARK DRIVE, SUITE 253-B COLLEGE STATION, TX 77840 Ph: 979.693.1100 Email: hec@gkg.net November 29 , 2000 Ted Mayo , P.E. City of College Station Development Services Department P.O. Box 9960 College Station, TX 77840 Re: UNIVERSITY PARK PHASE II BLOCKY, 1.30 ACRES SITE FILL PERMIT REQUEST Dear Ted , Find attached the permit request information submitted and permits received for the original fill permit for this site. Mr. Eidson is allowing Mr. Bill Haveron with Brazos Valley Utilities to waste trench material from a local utility construction project. Attachment: Development Permit Application $100 .00 Fee Original Fill Permit Drainage Analysis Drawing No. Gl Drainage Area Map Drawing No. Cl TXDOT Permit ·, .. ... .. ({~ COLLl(;l STATION DEVELOPMENT PERMIT PERMIT NO. 500082 DP-UNIVERSITY PARK PHASE II BLOCKY FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: SITE ADDRESS: 1.3 Acres ~{)l ~ARL RUDDER FWY ~ t 3 D I () r\.l J erscl-j University Park Subdivision Phase II Block Y Reserve Tract DRAINAGE BASIN: Burton Creek C> r , b-q Z>-1-: DATE OF ISSUE: 12 /06 /00 OWNER: Scott Eidson Karbrooke , Inc . 2700 Earl Rudder Frwy Ste 2000 College Station TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: VALID FOR 3 MONTHS CONTRACTOR: CLEARING AND ROUGH GRADING (FILL) ONLY All construction must be in compliance with the approved construction plans Hay bales to be anchored to prevent displacement by flowing water, etc. Fill to be in Floodway fringe, only. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion , siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets , or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. \al l9 / o<D Date Notice of Proposed Installation Ptility Line on Non-Controlled Access .Hir;hway Fo rm 1023 (Rev. 9 ·93) (Previous ver1ion(s) are obsolete .) To the Texas Transpo rtation Commission clo District Engineer Texas Department of Transportation ~:CCS , Texa s Formal notice is hereby given that ~e:-I ~ r I -24---Cf I Company propo ses to place a ~ t f>:l:AC9'2 D l TG t:! i·n l W.~WW-PifIS line within the right-of-way of r. l)J) . Go :8:£.M:::t:Z. Texas as follows: (give location, length, general design, etc .) OlTCW. LtM.pf4Dv~~rvr-s c::f-5Re-c ~ .L-.co P ...., 16,AJ 0 +--. U.I\ • <;; 0 County, The line will be constructed and maintained on the highway right-of-way as s ho";vn on the attached drawing and in acco rdance with t0e rules, regul a ti ons and policies of the Te xas Departm ent of Transportation (TxDOT), and all governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," and the "Federal Historic Preservation Act." U:oon request by TxDOT, proof of compliance with all governing la ws , rules, and regulations will be submitted to TxDOT before commenc ement of construction . Our firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed in s tallation, and we will r evegetate the project area as ind ica t ed under "Revegetation Special Provisions ." Our firm will insure that traffic control measures complying with app licable portions of the Texas Manual of Uniform Traffic Control Devices \viii be installed and maintained for the dur ation of thi s installation . The loca tion and d es cripti o n of the propo se d line and appurt ena nc es is more fully s hown by _ _..~_..u__ _____ complet e s e ts of drawings a ttached to this noti ce. Construction of this line \vill begin on or after the _ ___,. __ day of (;\{ l}tf?.c+± ,19 57 By signing below, I certify that I am authorized to represent the Firm l isted below, and that the Firm agrees to th e conditions/pro\·isions included in this permit. I .JAN 2 ;: 1~97 Phone No. LJOf-~93 -;2%7 G):··;: - h•1111 102 .1 (tlc·v. O•/.'J .1) ll'r ... ·\·uHJ '.\ \\.·r.-.1nn s Ob ~<lk t t.:) To : KARBROOKE , INC . Attn. scott E i ason , Prestaent 2700 Ea s t ByPass, Ste 1000 College Statio n, Texas 77845 ffL~' EtD'So_A.f ,\PPROV AL fM 60 f l"Y· No. _______________________ _ £kg. RM Offsc t ____ Enu RM ____ Orrsc t iv t:iintcn:rncc Sec t ion No. 002 ---- ______ B_r_a_z_o_s __________________ Cou n1 1 D :1tc February 7 , 1997 The Texas Departmen t of Tran spor t ation (TxDOT) offers no objection to thc l oc at ion on t h e right-of-w ;1y o f your proposed drainage dit c h impr ovemen ts l ine as shown by accomp:inying drawi ngs 3nd no t ice da ted l /~~/9 7 occpt as no ted be l ow. It is express l y und er stood th a t tLc TxDOT docs no t purport. he re by. to grant ~tn y r ig ht . claim, title, o r c:iscmen t in o r u pon th ;~ hi g hway: and it is fur t h er unders tood th a t t he TxDOT may requir e t he owner t o re l ocate thi s lin e, subject to provi si ons n ; governing laws , by giving th i rty (30) days written n o ti ce. You arc r eq u es ted to notify t his office pri o r to comm e ncemen t o f any rou tin e of pe r iodic maintenance which requi r es prun in ~ of tre es within the highway right-of-wa y , so th a t we m a:; provi de specifications for the extent and method s to govern in tr immin~ topping, t r ee balance, type of cu ts, pain ti ng c u ts and c l ea n up . These spec ifi cations a r c i nt ended to p r ese rve our considcrabl:. inves tmen t i n highway planting an d bcautifie<ition . by reducing dam age due to trimming. The ins t all at ion sha ll n o t damage any part of t he highway and ade qu ate prov i si o ns must be made t o C3use minimum incon\'enic::cc ~ t o traffic an d adjacen t prope rt y ow n e r s. In t he even t t he Owne r fails to com pl y with a ny o r a l l of t he r eq u i r ements as sc i forth herein, t he St ate may take suc h ac ti on as it deems appropriate to compe l co m pliance. • Genera l Special P r ov i si ons: Traffic Co ntrol Plan must meet with TMUTCD for Major operation work a r ea near shou lder and shall be left up overnight. -~ All equipme nt shall be parked on ROW line or at construction trailer after working hours. • l ~cvcge t a ti o n S pc ci ;i l Prov i sio n s: I n order to minimize erosion :ind sedimen tation r esu lt ing from the proposed in sta l lati o n. th e p ro j ec t area w ill be rcvcge t at cd Bi n acco r d:incc wi th TxDOTs S t a n da rd Sp eci f ica ti o n I tem 16-l which s p ecific~ the ap prop ri a te grass seed mix to be used. or 0 ;is i nd i cated o n t he at t ac h ment. P l ease n o t ify Mr. Delmar L. Smith (409 )778-8054 fo rt y-eight (4 8 ) hou r s prior to S tartin~ construc ti o n o f the line in o r de r t ha t we may ha\·e a r epresenta ti ve prese nt. Tcx:is Dcp:irtmcn t o f Transpo rt at io n By:~TJ.~ t%X M t<tX~l1 ~~1'.!r -·Di s tri c t No . __ B_r.:....y_a_n __ _ Pa tri ck T. Williams, P. E. I\ re a Eng i n ee r· DEVELOPMENT PERMIT MINIMUM SUBMITTAL REQUIREMENTS ~ $100.00 Development Permit Application Fee. FOR OFFICE USE ONLY CASE N0.:®-5oO?~.;;_ DA TE SUBMITTED: Q I C><Drainage and erosion control plan, with supporting Drainage Report two (2) copies each. Notice of Intent (N.O.I.) if disturbed area is greater than 5 acres. APPLICANT (Primary Contact for the Project): Name Scorr J2 t DS«:>N I '4->tz.J:i~~ JJ-JC . Street Address'21~ ~ ~ ~ 2a=n City G { \~ s~ "l lb r ~x State I)l Zip Code :rzM.o E-Mail Address -...----------- Phone Number (,£'.'.f~ 2Ak> 7 Fax Number -~J~J-fi-=-f;-~~/5~7~6 _________ _ PROPERTY OWNER'S INFORMA Tl ON : Name 6ame gs dptbca"' f Street Address ~---------------- City _____________ _ St ate E-Mail Address ----Zip Code _____ _ ~------------ Phone Number f-ax Numb e r -----------------------------~ ARCHITECT OR ENGINEER 'S INf-ORMATION : Nam e H~L--C,. T~n_ P. G7. Street Addres s 7fo? t:rflrW'/}1(2..k_ ~. '2J? ~ -& City =--"---'---t="---'~~~-=----t---- State lif= Zip Code ( /;Q Cf o E-Mail Address Phone Number ~~ -l L c.r-0 Fax Numb e r ~{ff~-'~=---_,(,__O_:Z_,,_,S...c._ __________ _ Application is he reby made fo r Lh e foll ow in g development s pecific site/waterway alterations: flLL ±bi.ro ~I ACKNOWLEDGMENTS: I,\1 ~\_. G;, t\£SC42 .~es i g n engineer/owner, hereby acknowledge or affirm that: l . The informat io n and conclusions contain ed in th e above plans and supporting documents comply with the current requirements of the City of College Station , T exas City Code, Chapter 13 and its associated Drainage Policy and Design Standards . As a condition of appro-;a l of this permit application, I agree to construct the improvements proposed in this application according to th es d um e sand the requirem ents of Chapter 13 of the College Station City Code. DEVELOPMENT PERMIT DPERMIT.DOC 3/24 /99 Contractor l of2