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Home My WebLink About24 Development Permit 590 College Station Institute of ReligionDEVELOPMENT PERMIT PERMIT NO. 590 COLLEGE STATION INSTITUTE OF RELIGION FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: SITE ADDRESS: Lots 1, 2 , & 3 , J. E . Scott Survey A-50 100 East Dexter Drive OWNER: The Church of Jesus Christ of Latter-Day Saints, a Utah Corporation Sole 50 E . North Temple Street Salt Lake City, Utah 801-240-2470 DRAINAGE BASIN: Bee Creek Main TYPE OF DEVELOPMENT: This permit is valid for site construction of parking lot modifications and a new building as shown on the approved construction plans. 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 ity o C e Station that apply. ~ U) 'f:>itlN\b I Mtc«r Owner/ Agent Date / ~ Contractor Date 0Uf O 9328 Westview Houston. Texas 770SS --Robert T. Deden, Services Civil Engineering (713) 461-8822 • Fax(713) 461-2671 Submitted to the City of College Station for Drainage review and Approval Building Addition and Remodeling College Station Institute of Religion June 15, 1998 I hereby certify that this report for the drainage design of the building addition and remodeling for the College Station Institute of Religion was prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof. E van3CollStaRcv 3 .DOC Registered Professional Engineer State of Texas No. 58956 ... ..,..."r,\~,, ,., ... ~* ........ !~~ I'. ~·' ··. \I' ' •• • • • : ... \ * ................. ···········'····~ MICHAEl C. v.•.•;r:i:wATlR z ••••••••• ·····~ ...... I ••••••••••• , II t •··-· .. _~ .4 ~·~:...") ..... ~" ....... "". -, ~··~"1$Tf.~~·-· ~ ~~~~1-b~ .. ~.--(,/'"'' Building Addition and Remodeling College Station ln5titute of Religion I. General Location A. The project site is located at the lnteraection of Dexter and Old Jersey Street 8. The Primary Drainage System that th• sit• ultimately drains to is Bee Creek. the site I• located in th• upper reach of the cl'ffk In besin 3. II. Description of Property A. The site ls a 1.3 acre tract with an exldng building and parlcing arvu. 8. The purpose of th• project Is to remodel the existing building and construct •proximately 2,288 squ•re foot addition to the building. C. The addition to the building inctNs• the lmpervlou• ground cover by 0.05 acnta. Ill. Drainage Basins and Sub-Basins A. The Primary Drainage System that tire site dtaln• to is Bee Cl'ffk. The site i• at the most upstrum tHch of th• creek and i• found on the Flood ln•uf'ance Rate Map number UtU1C0144 C dated July 2, 1992. Though th• 1" to 1000' scale of th• m•ps are not accuf'ate for such •m•ll ams, • portion of the aite could be located in Zone X. This zone does not have a base flood elevation and i• not mapped In the 100 year flood plain. B. The existing site drainage generally shfft flow• to th• southwe•t •id• of th• tract. The only proposed lmp•ct of thia project on th• secondary drainage system will be from lnctnsing th• impervloua area of th• building by 0.05 acru. EvansCollStaRev 3.DOC Pagc2 . ' Building Addition and Remodeling College Statlou Institute of Religion IV. Drainage Design Criteria A. The acope of this project from • drainage pe,..pectJve is so small that the procedures for evaluating the impact outlined In the o,.;nage Policies and Design Standards manual are not applicable. The propa.ecl improvement Is only 0.05 •cru. By inserting extreme values In the rational formula for the 100 year event (C=1, 1=11.f,A-0.05) yields• runoff for the building •rea of 0. 8 cfs. h would be Impractical to attempt to detain any impact due to the propo.ed development for thl• project. V. Drainage Facility Design A. There are no changes proposed for the drainage facllltles. The overall drainage pattem• for the •ite w/11 remain the same •• th• existing condiflons. VI. Conclusions A. No detention is recommended. A• stated previously, the impact of such a small amount of development is impractical to quantify and would be vety impracdca/ to mitigate. EvansCollStaRev3 .DOC Pase 3 Building Addition and Remodeling College Station Institute of Religion VII. Appendix A. Hydrologic Computlltlon• 1. Project Site size -1.3 acres 2. Area of proposed building addition -2,266 square feet 3. Net area ofimprovement-2,266 square feet or O.OS acres 4. Rational Method for 100 year a) Assume C = 1 for worst ca.re condition b) I;;;; 11.6/or 25 year from.figure 111-1 c) A""' 0.05 Q:=CIA= 0.6 c/s EvansCollStaRev3 .DOC Pagc4 )- , . .. . . ·-. -------..._, PROJECT SITE ., ___ ~ --------- . -----. . ..... ~-..... .___ .·· . ', .' LOCATION MAP NO SCALE ,• ' , . I' ·.· i '·, '.· ----- I ,.,; · ... \·,_ ---><> ·, · .. " . ,.,/ . ,, / .· ' .• Figure XU Development Permit City of College Station, Tex:is Site Legal Description : Lots 1, 2, & 3, J. E. Scott Survev A-So,· Colleae Station, Brazos Co., Texas Site Address: 100 East Dexter Drive Site Owner: The Church of Jesus Christ of Address :50 E. North Temole St. Salt Latter-Day Saints, A Utah Telephone : (801) 240-2470 Co~oration Sole Lake Cit Utah Architect/ 17000 El Camino Real, Suite 300C Address:Houston, Tex as 77058 Engineer : Dan Evans, AIA, Architects Telephone No : ----------- Contractor: Not Yet Determined Address : ~------------~ Telephone No :----------- Date Application Filed : _6_-_25_-_9_7 _____ _ Application is hereby made for the following development specific waterway alterations : ~Io Alterat i ons To The Waterwav is Re-;;uec::t<=>d Application Fee Signed Certifications Drainage and erosion control plan, with supporting D --:~~~"""""'"*"Site and Construction Plans, with supporting :;::D:.:.r:::ai:,:.;n:.:::a~.....,.~;:..:.. Other: ~-------------------------------~ ACKNOWLEDGNtENTS : I, Dan W. Evans, as Architect. f9rlesign engineer/owner, hereby acknowledge or affirm that : The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards . 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 t~::e Station City Code. · ~ lN WVl/VLf? _____ _ Property Owner( s) Architect Contractor Dan W. Evans • Figtll"C X[l Continued CERTlf-ICATIO N S (for proposed alteration s within designated flood hazard ar eas .) A. [, Dan W. Evans certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to pre vent damage to the structure or its contents as a result of flooding from the l 00 year storm . .. ±am w. btt<M-';z _6_-2....;.....5--=-9-_1 -------- ~yt'jt~/ Architect Date B . l, Dan W. Evans . certify that the fini sh ed floor elevation of the lowest floor , including any basement, of any reside nt ial structure, proposed as pai:t 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 . 6-25-97 fiiT{J~( Architect " Date C I, /1 ~ /, ~ ( / ( ~n h bu ft-c . certify that the alterations or development covered by this permit shall not dim inish the flood-Carrying capacity of the waterway adjoining or crossing th is permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of floodways and of floodway fringes . , ~~~ Engineer r Date I I, /1.~Atf I ( V.1,, Jew~· f~,~ , do certify that the proposed alterations do not raise the level of the l 00 year flood above elevation established in the late st Federal Insurance Administration Flood Hazard Study . ~%'~~ ~-t_-_J_>_-_7~7----~ ?ngineer (, Date Conditions or comments as part of appro val 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. All development shall be in accordance with the plans and sp ecifications submitted to and approved by the City Eng ineer for the abo ve named project . All of the applicable codes and ordinance s of th e City of Co llege Station shall apply . DAN EVANS AIA ARCHITECT PAY TOTHE City of College Station ORDER OF __ _ June 27, 199719 97 1462 88-536 1131 ------I $ 100.00 One Hundred and 00/100--------------------------------------------------DOLLARS :·*·~ HERITAGE BANK lf W P.O . BOX 27515 .. .. HOUSTON. TE XAS 77227 I FOR _~:~~~~=~~=-~~-t--~~~~.~cat ~~~.-~~e. ------·------·----·--~ ~V\--W-.£v'~~--·-·---~ College Station Institute of Religion 11• 0 0 L '1 (; 211• 1: L L 3i L 0 5 3i i; B 1: 11• 3i 3i 0 0 0 3i L 211• l'.:::::===================================================~----~-----=-=====-=-=-==-=-==========~