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Home My WebLink About19 Development Permit 479 College Station Institute of ReligionFigure XU Development Permit City of College Station, Texas Site Legal Description : Lots 1 , 2 , & 3 , J. E. Scott Survey A-50, College Station , Brazos Co., Texas Site Address : 100 East Dexter Drive Site Owner: The Church of Jesus Christ of Address :50 E . North Temple St . Salt Latter-Day Saints , A Utah Telephone: ( 801) 240-2470 Corporation Sole Lake City Utah Architect/ 17000 El Camino Real, Suite 300C AddreSS Houston . Texas 77058 Engineer : Dan Evans , AIA , Architects Telephone No : __________ _ Contractor : Not Yet Determined Date Application Filed : _6_-2_5_-_9_7 _____ _ Application is hereby made for the following development specific waterway alterations : No Alterat ions To The Waterway is Requested . Application Fee Signed Certifications Drainage and erosion control plan , with supporting D~!e~ewpt two (2) copies each . Site and Construction Plans, with supporting Drainag[E~iJ1:WJ'(2) copies each . Other: -------------------------------~ ACKNOWLEDGMENTS : I , Dan W. Evans, as Architect f9rlesi gn eng ineer/owner, hereb y 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 Co llege Station, Texas City Code, Chapter 13 and its associ ated Drainage Policy and Design Stand ards. As a condition of approval of this permit appl icat ion, I agree to construct the improvements proposed in this application according to th ese documents and the requirements of Chapter 13 of t~e Station City Code. ~ W.WM1!? Property Owner(s) Architect Contractor Dan w. Evans • • Figure XII Continued CERTIFICATIONS: (for proposed alterations within designated flood hazard areas .) A . I, Dan W. Evans 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 . ~ vJ. braM? _:.6---=-2=-=-'5--=-9....:...._7 --------- ™~1~/ Architect Date B . I, Dan W. Evans , cert ify 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 establi shed in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended . ~~i~~ 6-25-97 0 Date Date I I, ;1,~li.,"f I (_ vq#t rlt Woi f,r , do certify that the proposed alterations do not raise the level . of the I 00 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study . ~th-:?? Date Conditions or comments as part of approval ------------------- 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. AJI development shall be in accordance with the plans and 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 . DEVELOPMENT PERMIT PERMIT NO . 479 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 of the 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 St. Salt Lake City, Utah 801-240-2470 DRAINAGE BASIN: Bee Creek, Drainage Basin No . 3 upstream of Segment IV TYPE OF DEVELOPMENT: This permit is valid for site construction as shown on the approved site 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 de velopment shall be in accordance with the plans and specifications submitted to and approved by the Ci ty Engineer in the development permit applica tion for the above named project and all of the codes and ffeces e City of C llege Station that apply. / k .£dz Administrator/Representa · e Date Owner/ Agent Date Contractor Date Ko/Jert 1: veaen, ~·ervices Civd Engineering July 11 , 1997 Shirley Volk Development Coordinator City of College Station 1101 Texas Ave PO box 9960 College Station, TX 77842 RE Building Addition and Remodeling College Station Institute of Religion Revision to Drainage Review Dear Ms. Volk: ':l.)L-0 Wt:SLVlt:W Houston, Texas 77055 (713) 461-8822 • Fax(713) 461-2671 I recently spoke with Mr. Paul Casper about the drainage review for the referenced project. He indicated that the drainage report looked fine, but the 100-year flows were needed rather than the 25-year flows. Attached are the two pages with the corrected calculations that reference the flow in the report. Please forward the revision to Mr. Casper for insertion into the drainage report for review. If you need any additional information, feel free to call. Thanks for your assistance in this matter. Sincerely, ~~~ CC Dan Evans via fax File:EVANSP "' Building Addition and Remodeling College Station Institute of Religion IV. Drainage Design Criteria A . The scope of this project from a drainage perspective is so small that the procedures for evaluating the impact outlined in the Drainage Policies and Design Standards manual are not applicable. The proposed improvement is only 1, 600 square feet (0.04 acres). By inserting extreme values in the rational formula for the 100 year event (C=1, 1=11 .6,A=0.04) yields a runoff for the building area of 0.5 cfs. It would be impractical to attempt to detain any impact due to the proposed development for this project. V . Drainage Facility Design A. There are no changes proposed for the drainage facilities. The overall drainage patterns for the site will remain the same as the existing conditions. VI. Conclusions A. No detention is recommended. As stated previously, the impact of such a small amount of development is impractical to quantify and would be very impractical to mitigate. OR •• Page 3 ,'{: .. Building Addition and Remodeling College Station Institute of Religion VII. Appendix A. Hydrologic Computations 1. Project Site size -1.3 acres 2. Area of proposed building addition -1,600 square feet 3. Net area of improvement -1,600 square feet or 0.04 acres 4. Rational Method for 100 year a) b) c) Q=CIA= 0.5 cfs Assume C = 1 for worst case condition I= 11.6/or 25 year from figure III-1 A =0.04 Page 4 Robert T. Deden, Services 932 8 Westview Houston , Texas 77055 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 25, 1997 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. OF 1': '' ~,,,,_"'" ......... ~ .... _, .. ,,,.,, ... *····.~ '• J' •.. ·"' ·· .. \!' .... ~ft •• .. "' l-···=······················'·~-~ 1. MICHAEL C. VANDEWATER ~ l ·· ······· ....................... ~ f..-o• ;,.._; .. ,~ .... ~ 58956 ~ .... ~~ ft o,';l',;;.·~~ISTE?:"':.·~"b ~"'.$ •••••••• \\\;;, """' \._/O#AL ~---1 . {"1 h,.. J APPROVED FOR " , t' lrl .. J Building Addition and Remodeling College Station Institute of Religion I. General Location A. The project site is located at the intersection of Dexter and Old Jersey Street B. The Primary Drainage System that the site ultimately drains to is Bee Creek. the site is located in the upper reach of the creek in basin 3. II. Description of Property A. The site is a 1.3 acre tract with an existing building and parking areas. B. The purpose of the project is to remodel the existing building and construct aproximately 4000 square foot addition to the building. C. The addition to the building increase the impervious ground cover by 1,600 square feet or by 0.04 acres. Ill. Drainage Basins and Sub-Basins A. The Primary Drainage System that the site drains to is Bee Creek. The site is at the most upstream reach of the creek and is found on the Flood Insurance Rate Map number48041C0144 C dated July 2, 1992. Though the 1" to 1000' scale of the maps are not accurate for such small areas, a portion of the site could be located in Zone X. This zone does not have a base flood elevation and is not mapped in the 100 year flood plain. B. The existing site drainage generally sheet flows to the southwest side of the tract. The only proposed impact of this project on the secondary drainage system will be from increasing the impervious area of the building by 0.04 acres. Page 2 Building Addition and Remodeling College Station Institute of Religion IV. Drainage Design Criteria A. The scope of this project from a drainage perspective is so small that the procedures for evaluating the impact outlined in the Drainage Policies and Design Standards manual are not applicable. The proposed improvement is only 1, 600 square feet (0.04 acres). By inserting extreme values in the rational formula for the 25 year event (C=1, 1=10,A=0.04) yields a runoff for the building area of 0.4 cfs. It would be impractical to attempt to detain any impact due to the proposed development for this project. V. Drainage Facility Design A. There are no changes proposed for the drainage facilities. The overall drainage patterns for the site will remain the same as the existing conditions. VI. Conclusions A. No detention is recommended. As stated previously, the impact of such a small amount of development is impractical to quantify and would be very impractical to mitigate. Page 3 Building Addition and Remodeling College Station Institute of Religion VII. Appendix A. Hydrologic Computations 1. Project Site size -1.3 acres 2. Area of proposed building addition -1,600 square feet 3. Net area of improvement -1,600 square feet or 0.04 acres 4. Rational Method for 25 year a) Assume C = 1 for worst case condition b) I= 10/or 25 year fromfigure III-1 c) A=0.04 Q=CIA= 0.4 cfs Page 4 ,J- ·-·- ------~-. PROJECT SITE --------.... ---~~ .... _, ....... ~: . ...__ ', .' LOCATION MAP NO SCALE .JV J.. v. \.J l) LIC I CLl_lt'J\11:.f'I T .")I ( .'1 • >· ·' ZONE X Figure XII Development Permit City of College Station, Texas Site Legal Description : Lots 1, 2, & 3, J. E. Scott Survey A-50, College Station, Brazos Co., Texas Site Address: 100 East Dexter Drive Site Owner: The Church of Jesus Christ of Address :50 E. North Temple St. Salt Latter-Day Saints, A Utah Telephone: (801) 240-2470 Corporation Sole Lake City Utah Architect/ 17000 El Camino Real, Suite 300C AddreSS1-fouston, Texas 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 : No Alterations To The Waterway is Requested. Application Fee Signed Certifications Drainage and erosion control plan, with supporting D~!e!eag.rt two (2) copies each . Site and Construction Plans, with supporting Drainag(R~i}t~2) copies each . Other: -------------------------------~ ACKNOWLEDGMENTS : 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 th~e Station City Code . ~ W.Gv'aw, Property Owner(s) Architect Contractor Dan W. Ev ans Figure XB Continued CERTIFICATIONS : (for proposed alterations within designated flood hazard areas.) A . I, Dan W. Evans 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 con~a re~: oz:~rom the 100 year sto_: ___ . 2 _ 5 _-_:_ 9 _ 7 ____________ _ ~~jt~/ Architect Date B . I, Dan W. Evans , certify that the finished floor elevation of the lowest floor, including any basement, of any residential 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 . ~~i~~ 6-25-97 0 Date C I, 1/1' ~ /, • ( J ( ~n h Iv ;,· Rr, certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this 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. ~~ t.-.zr-rJ Engineer v I Date I , /1.~ A1 f I (. ~fl /e W'.; f ti,-, do certify that the proposed alterations do not raise the level , of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study . ~41/~ ~t_.J_>_-7_7~~~ i(ngtneer Date Conditions or comments as part of approval : -------------------- 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. AJI development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. AJl of the applicable codes and ordinances of the City of College Station shall apply . DAN EV ANS, AIA Architects June 27, 1997 Ms. Shirley J. Volk Development Coordinator City of College Station 1101 Texas Avenue P. o. Box 9960 College Station, Texas 77842 Re: Conditional Use Permit Building Addition & Remodeling College Station Institute of Religion 100 East Dexter Drive College Station, Texas 77840 Dear Ms. Volk: Enclosed is a new check in the Development Permit Application Fee. previous check in the wrong amount know about it. Y~ truly, ol ~, AIA ;COUNT NO .----- amount of $100.00 for the I apologize for sending the and thank you for letting me Col~ S;f~ ~~i>cf 1J01~ Paid by_ Check /l/ftlash __ _ THANK YO~ ---. ~----~