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Home My WebLink About33 DP Texas Baptist Church 3400 Sh 65({~ C.OLLlC.l STATION DEVELOPMENT PERMIT PERMITNO. 100016 DP-TEXAS A VE BAPTIST CHURCH FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: LOTS 6-9 BLK 17 SOUTHWOOD VALLEY SECTION 4-B DATE OF ISSUE: MARCH 09, 2001 OWNER: TEXAS A VENUE BIBLE BAPTIST CHURCH 3400 SH 6 S COLLEGE STATION, TX 77845-5834 SITE ADDRESS: 3400 SH 6 S DRAINAGE BASIN: BEE CREEK TRIB. A VALID FOR 12 MONTHS TYPE OF DEVELOPMENT: FULL DEVELOPMENT PERMIT-PHASE 1 ONLY SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans ... All trees must be barricaded, as shown on plans, prior to any construction. Any trees not barricaded will not count towards landscaping points. Barricades must be l' per caliper inch of the tree diameter. 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 retu~ed 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 p lans 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. Date ¥' 7(t of Date DP-WELLS FARGO SW PKWY REMODEL (1-100018) ENGINEERING REVIEW COMMENTS No. 1 Drainage Report is acceptable as submitted, Very well done . Reviewed by: Ted Mayo ~ Date : 4/04/01 ~ ., / 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 of College Station will constitute a completely new review. /J/7 tJI-tfVd/,h MUNICIPAL DEVELOPMENT GROUP 2551 Texas Ave. South , Ste . A •College Station, Texas 77840 • 979-693-5359 •FAX: 979-693-4243 •E-mail: mdgcs @gte .com Consulting Engineers, Surveyors, Planners and Environmental Consultants March 2, 2001 Ted Mayo, P.E. Development Services City of College Station PO Box 9960 College Station, Texas 77842 RE: Texas Avenue Baptist Church-Drainage Letter MDG Job No. 000004-3213 Dear Ted: The below described information and attached data is for the site improvements of Phase One, being a proposed (6000 sq . ft.) Fellowship Hall & Sunday School building. The pre-development an~ existing post- development condition were obtained from the Garrett Engineering Drainage Report dated June 1990, and are as follows: Pre-Development Condit ions Existing Po st-Deve lopment Conditions Area= 2.97 Acres Area= 2.97 Acres Cw= 0 .30 Cw= 0.48 2 yr= 5.68 cfs 2 yr= 9.09 cfs 5 'yr= 6.91 cfs 5 yr= 11.06 cfs 10 yr= 7.76 cfs 10 yr= 12.41 cfs 25 yr= 8.86 cfs 25 y:r = 14.18 cfs 50 yr= 10 .02 cfs 50 yr= 16 .03 cfs 100 yr= 10.46 cfs 100 yr= 16.73 cfs Proposed Post-Developn:ent Conditions -(Analyzed with new 6000 sq. ft. building) Area= 2.97 Acres Cw= 0.51 2 yr= 9.66 cfs Net Increase 0.57 cfs Storage Req 'd = 3581 ft3 5 yr= 11.75 cfs " 0.69 cfs = 4354 ft3 10 yr= 13.19 cfs " 0.78 cfs = 4887 ft3 25 yr= 15 .06 cfs " 0 .88 cfs " = 5582 ft3 50 yr= 17 .03 cfs " 1.00 cfs " =6310ft3 100 yr= 17 .78 cfs " 1.05 cfs " = 6588 ft3 00 0004-c.23-9 I (3213) The existing detention pond is a earth structure with a perimeter berm . The ponds storage capacity is 7,333 ft3 , which allows for an additional 0 .5 ft of freeboard giving the pond an ultimate volume of 8000 ft3 . A 6" PVC drain line serves as the detention pond outlet. Therefore, it is concluded that the existing detention facility has sufficient storage capacity for the proposed improvements and will still meter outflow at pre -development rates . Please call me if you have an y questions . Ra on A . Metcal f, E. Project Manager RM/tm 000004-c .23-9 l (3213) ~W' COLLlGl STATION DEVELOPMENT PERMIT PERMJTNO. 100016 DP-TEXAS A VE BAPTIST CHURCH FOR AREAS OUTSIDE THE SPE CIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: LOTS 6-9 BLK 17 SOUTHWOOD VALLE Y SECTION 4-B DATE OF ISSUE: MARCH 09 , 2001 OWNER: TEXAS A VENUE BIBLE BAPTIST CHURCH 3400 SH 6 S COLLEGE STATION, TX 77845-5834 SITE ADDRESS: 3400 SH 6 S DRAINAGE BASIN: BEE CREEK TRIB. A VALID FOR 12 MONTHS TYPE OF DEVELOPMENT: FULL DEVELOPMENT PERMIT-PHASE 1 ONLY SPECIAL CONDITIONS: All construction must be in compliance w ith the approved construction plans All trees must be barricaded, as shown on plans, prior to any construction. Any trees not barricaded will not count towards landscaping points. Barricades must be l ' per caliper inch of the tree diameter. The Contractor shall take all necessary precautions to prevent si lt and debris from leaving the immediate construction site in accordance with the approved erosion control p lan as w e ll 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 resu lting 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. Date ~' s{t of Date DE VELOPMENrf SERVIC~S TRANSMITTAL LETTER Name/Finn: ~~~ ~-"lc.J:>rGr (t'v\~'\ Date : ?:>(z.. J<f:j I Address: zss~ \€.)(~ A'Jp_. & .. S-re.. A Phone: CD~?::>-5'::.>S" I Co~e. ~tw 1 (~ {784\J Fax: Co9 'Z> -y Z.. t.! ?.::> We are trans mitting the follov:ing for Development Services to review and comment: (Check all that apply.): 0 Master Development P lan w!O Red lines 0 Prelimi nary Plat w10 Redlin es 0 Final Pl at w!O Redlines 0 FE!vf.A. CLOMA/CLOl\ffiJLOMAILOMR w/ 0 Redlines 0 Site P lan w1 0 Redlin es 0 Grading Plan w1 0 Redlines 0 Lrndscape P lan w1 D Redli n es 0 Irrigation Plan w!O Redli n es 0 Building Construction Documents w1 0 Redlin es INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The follov:ing are included in the complete set : 0 Waterline Construction Documents w / 0 Redlines 0 Sewerline Construction Documents w/O Redlines 0 Drainage Construction Documents w / 0 Redlines 0 Street Construction Documents w/ 0 Redlines 0 Easeme nt application with metes & bounds decsription ~ Drainage Lener or Report w/ 0 Redlines D Fire Flow .t>ulaly sis w/ 0 Redlines Special Inst ructions: D Development Permit App . D Conditi onal Use Permit D Rezoning Application . 0 Variance Request D Other -Please specify 0 TxDOT Driveway Permit D TxDOT Utility Permit D Other -Please specify A-rJ'U)t1\c~ ', !~ W\c\'10 -A?f1J't,-i:~ l:?A1A ~~ P~JI... TRANS}.!17f A.I .. !..!':TIE?.. TRA"ISMIT.DOC G3 /23 199 VJ\ l.-k Tuw...n>J . 31-\\S. \ ~ fQ(L. p. f. ON \)~-:C I of I (- . . ~-~ COLUG~ STAllON -~1 IJd-t' J-,e;.t# ~ &"" DEVELOPMENT PERMIT j ML'ffMUM SUBMITTAL REQUIREMENTS . S 100.00 Development Permi t Application Fee. -Y Drainage and erosion control plan, with supporting Drainage Report two (2) copies each. N/A Notice of Intent (N. O.I.) if disturbed area is greater than 5 acres . LEGAL DESCRJPTION LOI":> Co -J BLS>C..'6 lJ CIF-~'.nl+.r-.mco YA'-\&H Sc;:c ~B APPLICANT (Primary Contact for the Project): ) r<Jo c:;: tf-. b S , Name 'J?.?PN f\J\e.-rCA1...E (YYJ\)N\Cd ~ tBJE;!LeMe.tSJ ~DeJ Street Address 255 \ -\£y.;s .A\Je.. S. , $-re.. A C ity Co'-W1f. $-u\-1 1 ~"-\ j Zip Code T18'-{0 E-Mail Address rme:tto.\P. Q mJ§sC.!::> . C.tirl Phone Number --'{.s>=-Pt--=-'?:,-=---~=---~-5°'-'---' ___ F ax Number (p °IS -"'. 'L 'rb State _/'~"{. __ PROPERTY OWNER'S INFORivfA TIO N: N arne Tuv. '5l .. rc.. J>wcr :=t (TEPQ hr:_. 'f3Art 1s1 4\ 0'l..c. ~) Street Address ~t;.c \@.,'ft\5 Are. ~\OH City ( {) 1...1..E:.C::jfi. SY'\-z1c.J srare -r& Phone N umber Zip Code 178 ~ 5 E-Mail Address ------------- ( o°i lo~ locs:;:o Fa"'< Number------------------ ARCHITECT OR ENGINEER'S INFOR.t'.-fA TION: Name ~t:..Af'1\'€-As Ae't' u cAt--t1 Street Address City ------------- State Zip Code ______ E-Mail Address ------------- P hone N umber Fax Number ------------------------------ Application is hereby made for the fo!lo\ving development spec ific site/waterway alterations : ACKNO\VLEDGMENTS: I, ~. £~c J::bveE:=t , design engineer/~, hereby acknowledge or affinn that: The information and conclusions contained in the above plans a..'1d supporting documents comply v,ith the current requirements of the City of College Sr:iri on, Tex:is City Code , Ch:ipter 13 and its assoc iated Drainage Policy and Design Sbnd::;.rds . As a condition of appro v:il of this pem1it ::ipplic::ition, I ::igree to construct the improvements proposed in this application acc o rdine to these documents ::ind the requirements of Chapter 1:3 of the C ollege Stati on City Code . L~ Prop e rty O wner(s) ContrJ.ctor DE \""E LO P~.fE:-,-T PER.\!IT D PER..'.ffT. ::XX: J /2~. 99 l of:? CE:RTIFICATIONS: (for proposed alterations within designated flood hazard areas .) ,,.. {_. A. I, N/A . 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 . . L ~H 6. ~\..l... . 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. -)_.,~)h~ Engineer Date C. L tJ/ A , 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. Engineer Date D. I, 'N/A 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. Engineer Date Conditions or comments as part of approval:---------------------------- In accordance with Chapter 13 of the Code of Ordin:i.nces of the City of College Station, me:isures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets , or existing drainage facili ties All de velo pment shall be in :tcc ordance with the plans an d specifications submitted to and approved by the City Engineer fo r the abo ve named proj ect. All of the :ipplic:i.ble codes and o rd in ances of the City of Colkge SDtion shall apply . DEVELOP\[E:-.1 PER...\[!T DPER..'.l:T.DQC J /2-1 -99 2 of 2 MUNICIPAL DEVELOPMENT GROUP 255 1 Texas Ave. So ut h, S te. A •Co ll ege S tation , Tex as 77840 • 9 79-693-5359 •FAX: 979-69 3-4243 •E-mail: mdg cs @gte.com Con s ultin g En g ineers , Surveyors, Plan ners and Environmenta l Consultants March 2 , 200 l Ted Mayo, P.E. Development Services City of Co ll ege Station PO Box 99 60 College Station, Texas 77842 REV\EWED FOR cn"~P\ \ l\ \CE M ~R o 9 2001 RE: Tex as Avenue Baptist Church-Drainage Le tte r MD G Job N o. 00000 4-3213 COLLEGE :::>"\A noN ENG\NEER\NG D ear Ted: ~ The below described information and attache d data is for the s ite improveme nt s of Phase One , be ing a proposed (60 0 0 sq. ft.) Fe ll owshi p Hall & Sund ay Schoo l building. The pre-deve lopment and existing post- de v elopment condition were obtained from the Garrett Engineering D rainage Re port date d June 1990, and a re as follows: Pre-Dev elopment Conditions E x isting P ost-Develo pment Conditions Area= 2.97 Acres Area= 2 .97 Acres Cw= 0 .30 C w = 0.48 2 y r = 5.6 8 cfs 2 yr= 9 .09 cfs 5 y r= 6.91 cfs 5 y r= 11 .06 cfs 10 y r= 7 .76 cfs 10 y r= 12.41 cfs 25 y r= 8 .86 cfs 25 y r= 14 .18 cfs 50 y r= 10.02 cfs 50 y r= 16 .03 cfs 100 yr= 10.46 cfs 100 y r= 16 .7 3 cfs Proposed Post-Development Conditions -(Analyzed w ith new 60 00 sq . ft. buil ding) Area= 2.97 Acres Cw= 0 .51 2 yr= 9.66 cfs Net Increase 0.57 cfs Storage Req 'd = 3581 ft3 5 y r= 11.75 cfs " 0 .69 cfs " = 4354 ft3 10 y r= 13.19 cfs " 0 .78 cfs " = 4887 ft3 25 y r= 15 .06 cfs " 0 .88 cfs " = 55 82 ft3 50 y r= 17 .03 cfs " 1.00 cfs " = 6310 ft3 100 y r= 17 .78 cfs " I.OS cfs " = 6588 ft3 000004-c .23 -9 I (3 213) The existing detention pond is a earth structure with a perimeter berm. The ponds storage capacity is 7,333 ft3 , which allows for an additional 0 .5 ft offreeboard giving the pond an ultimate volume of 8000 ft3. A 6" PVC drain line serves as the detention pond outlet. Therefore, it is concluded that the existing detention facility has sufficient storage capacity for the proposed improvements and will still meter outflow at pre-development rates . Please call me if you have any questions. Ra on A. Metcalf, E. Project Manager RM/tm 000004 -c .23 -9 l (32 13)