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Home My WebLink About3 Development Permit 296 JST ConcreteDEVELOPMENT PERMIT PERMIT NO.# 296 FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE ST A TI ON CITY CODE SITE LEGAL DESCRIPTION: Part of a 20.37-acre tract conveyed to Edsel G. Jon es (unplatted) SITE ADDRESS: 101 West Loop West OWNER: Greg Truitt, applicant, 823 -0 848 1421 Old Kurten Bryan, Texas 778 03 DRAINAGE BASIN: Bee Creek-North Fork Tributmy "B" TYPE OF DEVELOPMENT: This permU is valid for si te constructfon associated with the final site plan for JS. T Concrete. Contractor shall prevent silt and debrisfrom leaving the site in accordance with the City of College Station Drainage Policy and Design Criteria. Own er and/or contractor shall be re5ponsible for any damage to existing city stree ts or infrastructure due to heavy machine1y and/or equipm ent. The issuance of a Drainage Development Permit does not waive the applicant's obligation to meet federa l and state requirements with regard to p ermitting. 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 existi ng drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area . AJl 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 . wner ~ d ~ Datb 7/;;<1 /~~ Date ' 7 /,;; q / Cf' c D ~te -r ----·~--------------~ (6•* (CITY OF COLLEGE STATION ~ ~ DEVELOPM ENT SERVICES DEPARTMENT Post Office Bo x 99 60 1101 Texas Ave nue January 5, 1995 Mr. Greg Truitt J.S.T. Concrete 101 West Loop West College Station, TX 77840 Dear Greg: College Stat ion, Texas 77842-0960 (409) 764-3570 Wanted to drop you a note to wish you a Happy New Year and to remind you that according to the agreement reached with the Fire Marshal and you at the meeting on December 8th , your site renovations will be complete by the end of January. I also wanted to remind you that if you are still thinking about making some landscaping changes to the plans wh ich were previously approved , you should contact Sabine Kuenzel to make sure your changes are acceptable and will meet ord inance requirements . We hope your new business is successful. Yours very truly, Sh irley J . Vo Development Coordinator cc: Jo~Mies , Fire Marshal l.liTeronica Morgan , Ass't City Engineer '"Building a Better City in Partnership with You · ··~·. .;i.~ ~ ~ .... ~~--~~ LETTER OF TRANSMITTAL MUNICIPAL DEVELOPMENT GROG? ~ ~ I ffi I •l!J 2551 TEXAS AVENUE SOUTH. SUIT:!: A COllEGE STATION. TEXAS 77840 . ~I Pb.: (409)893-5359 Fx: (409)693-42?2 /I\ Engineering · Plc:n.ning · Surveying TO: ILftoN10\-/}JJ{4itJ FROM' b IJ1:nc,)t1,/C DATE: #z5/9°f MDG Jos NUMBER: ~ 11'/ -Z°to z__ A TT ACHED PLEASE F!ND: NO. OF COPIES: DESCR! PTION: r'tA~ THESE f~S ARE TRANSMITTED AS CHECKED BELOW: ~FOR APPROVAL 0 FOR YOUR USE 0 AS REQUESTED 0 OTHER: COMMENTS: ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~;GNE~ • MUNICIPAL DEVELOPMENT GROUP 2551 Texas Ave. South. Ste. A •Co ll ege S tation. Texas 77840 • 409-693-5359 •FA)(: 409-693-4243 •E-mail: mdgcs@gte.net April28 , 1999 Veronica Morgan, P .E . Development Services City of College Station Engineering, Surveyi ng , Planning and Environmental Consultants Re: Carter's Creek-Dr.'s Project MDG Job No. 000114-2902 Dear Veronica : The following comments, attached Site Reclamation Plans, and Drainage Report are in response to your memorandum dated October 9, 1998: SITE RECLAMATION PLAN I ) Scenarios for tieing into the existing double barrel 48" RCP' s and parallel the alley and tieing into another one of our proposed systems have been checked . With both of these options the velocities increase and would most likely have a negative impact at the discharge point. Therefore , we have kept the design as shown . With this design we will have the same three discharge points that currently exist, but they will actually discharge into the proposed retention pond. From the retention pond, runoff will then discharge into Carter 's Creek only at one point. 2) The 30' Public Drainage & Utility easement shown per the Lockwood, Andrews , & Newman study is reflect on the reclamation plans. If the City does not have this easement actually the MDG can prepare the metes and bounds with the other storm sewer easements . See Note #5. 3) Placing fill on the sewerline does increase the City 's maintenance cost and ability for City crews to maintain the line . The easement granted to the City for this sewerline does not restrict the developer from improving his property, which the easement is in . This request remo v es property that is developable and out of the depicted floodway . 4) HEC runs for Carter Creek are only taken to the toe of slope of the proposed fill for this project. The HEC runs do not portray flow areas to extend beyond these points , e .i. Cinemark. See HEC run submittal dated April of 1999 . 5) The proposed storm sewer lines shown on the construction plan can be dedicated to the City in 20 ' P .D .E. Metes and bounds of the as-built storm sewer will be provided after construction is comp leted . 6) Storm Sewer lines #1, #2 & #3 have be aligned to convey runoff into the proposed retention pond . 0 0 0114.c.20 .doc MDG-1 7) See supplemental Drainage Report for Carter's Grove 8) See supplemental Drainage Report with summary of findings and HEC runs for Carter's Grove . 9) No . (a) The 0 .60 acre -tract runoff that flows into Carter's Grove tributary will past through the channel prior to the peak discharge of the upstream drainage basin. (b) A relief channel will be built as a part of Phase II to allow quicker overflow of Carter 's Grow into the TxDOT drainage structure and thence to Carter Creek. This will occur during the lesser storm frequencies . See supplemental Drainage Report for Carter 's Grove . 10 ) No . 11 ) A copy of the cleared development permit check is attached . MISCELLANEOUS DRAINAGE DETAILS 1) We have modeled the creek bank restoration similar to the style that the City is using along Tributary 'A ' of Wolf Pen Creek. The stone sizing is design with the current modeled velocities in Carter Creek. This is our best engineering design solution, but we recognize the banks of Carter Creek are highly destabilized and will continue to be that away until the rechannelization is completed . 2) Since we ha ve change the pond back to a retaining facility we have also change the pipe outlet back to the ori g inal design , and therefore the pipe will be install above the existing sanitary sewer line . 3) Types I drain pipe no longer exist. As plans indicated we are constructing one integral pond with the style that Mr. Matt Wagner described . See attached letter . 4 ) See rev ised details . 5) The (T ype I) concrete headwall with wingwalls (3 0° flare) are for the outlets of the storm sewer line . The drain line for the retention pond will have a different type of concrete headwall (Type II). See revised details . 6) Yes , they are no w labeled as such . 7) See rev ised cross-sectional detail. 8) The curb inlet will also serve as a junction box for this new line . The existing pipe extension and headwall will be removed . 9) Exit v elocities are tabulated in Drainage Report. See revised profile with new alignment for Storm Sewer Line #I , #2 & #3 . Please feel free to call me if you have any questions . RM/tm Cc : Mi ke Dav is 000 l 14 .c.20 .doc MDG-2 TEXAS ----- PARKS & WILDLIFE COM MISSIONERS LE£ M . BASS CH AI RMAN . FT . WORTH R IC HARD t D ICK I HEATH VICE-CHA I RMAN . DALLAS ERNEST ..\.:-..GELO . JR . M IDLAND J O .... 'l .\.VILA. JR . F T . W ORTH M ICKEY B URLESON TEMPLE RAV CLYMER W ICH ITA F ALLS CAROL E . D INKI NS H OU STO N SUSAN HOWARO·CHRANE BOERNE NOLAN R YAN ALV IN P£RRY R . BASS CHAIRMA N·EMER ITUS F T . WORTH ANOR~ S ANS O M E X ECUT IV E D IR E CTOR /~-, ·:o !fl{':! (//ld co11sen t :/;e 11t1i11ral ti/Ir/ lWf/11r.ll 1"£'SOll/"Cr!S c>f Te.m s/or ·!Je use 111uf e 1~/fJ.l 'IJ/t!I.: ~(pre..·HJlll i1 11 tlfut11re _,· .. emrio11s. 4200 SMITH S C.-<OOL R OA D AUSTIN . TEXAS 7874 4 -3291 5 . 2 ·389 ·4800 NN'N ·;.,.·. ; <_·;:o•e ~/US November 18 , 1998 Mr. Rabon Metcalf Municipal Development Group 2551 Texas Avenue South, Suite A College Station, Texas 77840 Dear Mr. Metcalf As we discussed last week, I am writing in support of the proposed retention pond project for Carter Creek. Assuming you have met all the permit requirements for work in a flood plain, a permanent water structure will be beneficial to wildlife in that area. The creek and associated riparian habitat provides food , cover and water for a variety of wildlife that use the area for some or all of their life cycle . Construction of a permanent water structure will allow water-dependent vegetation and wildlife to re-establish from habitat lost to surrounding development. Shallow water areas (two feet or less) will provide feeding areas for waterfowl and wading birds . Bare ground from receding water levels during the summer will allow smaller birds, reptiles, and amphibians access to the water's edge, while emergent vegetation such as cattails will provide nesting and escape cover for ducks and wading birds. Please contact me if I can be of further assistance . Sincerely, 'fl/~~ Matt Wagner Technical Guidance Biologist Texas Parks and Wildlife Department 106 Nagle Hall , TAMU College Station, Texas 77843 (4 09 ) 845-5798 mwagner@wfscgate . tamu . edu I I l\llCllAEL K. DAVIS : i>.1102 ASPEN 8•i6-H20 • §I ' t HYAN , TEXAS 77801 • : I . ~I . I ~I ~' ~I ~' n ~: ' 1745 !Joi e / /-;/6-f 7 :. I FIRST AMERICAN BANK ~f P .O .IJOX103J • ~ · I anvAN. TF.XAS 11003 ~ ! ~~g~r ~~~~~~~f\N Of\NK, SS\il., • -~J () ;J,. · I ""' D,.v..f.,p.,_,,,,._, f_~,,-,...~f-__ ~~If/ M" I ' ";4lrJ4.cJ.<-c-111'.J~' .. ~(.)/'_./-~~~ ' : •: • :i •o ~ :i _c_g•:' _• 7~ 511• 2 St, :i 7t, s 11• ,•'DO?.OO •oooo.·· II L ----------------------------------------·------------------~ ..... J. 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