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HomeMy WebLinkAbout37 Development Permit 603 Lone Star Golf AcademyCOLLEGE STATION P. 0 . Bo x 9960 October 16,1998 Texas Department of Transportation ATIN: Mr. Patrick Williams, P.E. 1300 N . Texas Avenue Bryan, Texas 77803 1101 Texas Avenue Tel : 409 764 3500 College Station , TX 77842 RE: Utility Permit and Driveway Permit for Lone Star Golf Driving Range Dear Mr. Williams: Please find enclosed three copies of the utility and driveway permits for the above referenced project. The applicant is proposing to construct a single driveway with associated culvert along with a waterline and fire hydrant and overflow swale from an onsite pond within the right of way of SH6. This is all located on the east side frontage road of SH6 just south of the Aldersgate Church. A traffic control plan is included . Included with this letter is a copy of the applicant's construction plans and various details for the waterline/fire hydrant construction. He does not have a plan and profile of the waterline. Please return two signed copies of the permit for our distribution. Please review at your earliest convenience and if you have any questions feel free to contact me at 409-764-3570. Your expedience is appreciated. xc: Shirley Volk, Development Coordinator J)Ad>OT Driveway andUtility Permit File encl. Form 1082 (3) Form 1058 (3) Drainage Report Miscellaneous Details TCP Construction plans (3) Home of Texas A&M University . ' I ----:nk ~ Notice of Proposed Installation lQD ~ Utility Line on Non-Controlled Access Highway Form 1023 (Rev . 9 -93) (Previous version(s) are obsolete.) To the Texas Transportation Commission do District Engineer Texas Department of Transportation CP llesQ_ ~l""'J;C,'"' , Texas Date 7/2/CJ8 The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in accordance with t~e rules, regulations and policies of the Texas De partment 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." Upon request by TxDOT, proof of compliance with all governing laws, rules, and regulations will be submitted to TxDOT before commencement of construction. Our firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installation, and we will revegetate the project area as indicated under "Revegetation Special Provisions." Our firm will insure that traffic control measures complying with applicable portions of the Texas Manual of Uniform Traffic Control Devices will be installed and maintained for the duration of this installation. The location and description of the proposed line and appurtenances is more fully shown by ________ complete sets of drawings attached to this notice. Construction of this line will begin on or after the ____ day of ___________ ,19 9_'0 __ By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the conditions/provisions included in this permit. .NOV 0 91998 / I ,/ Address PD. Box C/Cf{}J... GJ/ley S 7tl /(jtJ I 1?r 7 7 ~'i ;)_ Phone No. (/-f oq) 093-fJ900 *~ Form 1023 (Rev. 09 -93) (Previous Versions Obsolete) APPROVAL To: Lone Star-College Station Golf Hwy .No. SH 6 (By Pass) Ac ad em Y Beg. RM Offset End RM ___ Offset ___ _ Maintenance Section No. O o 2 ______ B_r_a_z_o_s::::::::::::::::::::::::::~eo-u_n_ty_ Date _________ N_o_v_e_m_b_e_r __ 1_9_, __ 1_9_9_8 ____ ~ The Texas Department of Transportation (TxDOT) offers no objection to the location on t he right -of-way of your proposed Entrance to property lineasshownbyaccompanyingdrawingsa ndnoticedated 7/2/98 except w:rlliti10ilefff>ClowYl•&1", waterline & Overflowswale It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title; or easement in or upon this highway: and it is further understood that the TxDOT may require the owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. You are requested to notify this office prior to commencement of any routine of periodic maintenance which requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree ·balance, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. The installation shall not damage any pan of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. J_n _the event the Owner fails to comply with any or all of 1he requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. • General Special Provisions: • Revegetation Special Provisions: In order to minimize erosion and sedimentation resulting from the proposed installation, the project area will be revege1ated J@in accordance with TxDOTs Standard Specifica1ion Item 164 which specifies the appropriate grass seed mix to be used, or Das indicated on the attachm e nt. Please notify Mr. Neal Munn ( 409) 778~8054 forty-eight ( 48) hours prior to starting construction of the line in order that we may have a representative present. Texas Department of Transportation By :£>~ ... District Engineer--District No. Bryan Patrick T. Williams, P. E . Area Engineer ,. ,, I of6 http://www .tnrcc.state.tx.us/RuleS/tac/30/I/290/D/290 .44 .html .VIRONMENTAL QUALITY «iATURAL RESOURCE CONSERVATION COMMISSION .:JO. WATER HYGIENE .:ttapter D. RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS § 290.44 Water Distribution (a) Design and standards. All potable water distribution systems including pump stations, mains, and both ground and elevated storage tanks , shall be designed , installed and constructed in accordance with current American Water Works Association (A WW A) standards with reference to materials to be used and construction procedures to be followed. In the absence of A WW A standards, commission review may be ba sed upon the standards of the American Society for Testing and Materials (ASTM), commercial and other recognized standards utilized by registered professional engineers . (1) All newl y installed pipes and rel ated products must con fo rm to American Nati ona l Standards Institute/National Sanitation Foundation (AN SI/NSF) Standard 61 and must be certified by an organization accredited by ANSI. (2) All plastic pipe for use in public water systems must also bear the National Sanitation Foundation Seal of Approval (NSF-pw) and have an ASTM design pressure rating of at least 150 psi or a standard dimension ratio of26 or less. (3) No pipe which has been used for any purpose other than the conveyance of drinking water shall be accepted or relocated for use in any public drinking water supply . (4) Water transmission and distribution lines must be install ed in accordance with the manufacturer's instructions . However, the top of th e water line must be located below the frost lin e and in no case shall the top of the water lin e be less than 24 inches below ground surface. (5) The hyd ros tatic leakage rate sh a ll not exceed the amoun t a llowed or recomm end ed by A WW A formul as. (b) Lead ban . The following provisions apply to the use of lead in plumbing. (1) The use of pipes and pipe fittings that contain more than 8 .0% lead or solders and flux that contains more than 0.2% lead is prohibited in the following circumstances: (A) for installation or repair of any public water supply ; and (B) for installation or repair of any plumbing in a residential or nonresidential facility providing water for human consumption and connected to a public drinking water supply system. (2) This requirement will be waived for lead joints that are necessary for repairs to cast iron pipe. (c) Minimum water line sizes. These are minimum requirements for domestic flows only and do not consider fire flows. These requirements should be exceeded when the registered professional engineer deems it necessary. It should be noted that the required sizes are based strictly on the number of customers to be served and not on the distances between connections or differences in elevation or the type of pipe. No new water line under two inches in diameter will be allowed to be installed in a public water system distribution system. These minimum line sizes do not apply to individual customer service lines. T30S290.44(c) (d) Minimum pressure requirement. The system must be des igned to maintain a minimum pressure of 35 psi at all points within the distribution network at flow rates of at least 1.5 ga llons per minute per connection. When the system is intended to provide fire fighting capability, it must also be designed to maintain a minimum pressure of20 psi under combined fire and drinking water flow conditions. (1) Air release devices shall be installed in the distribution system at all points where topography or other factors may create air locks in the lines . Air release devices shall be installed in such a manner as to preclude the possibility of submergence or possible entrance of contaminants . In this respect, all openings to the atmosphere shall be covered with 16-mesh or finer, corrosion-resistant screening material or an acceptable equivalent. (2) When service is to be provided to more than one pressure plane or when distribution system conditions and demands are such that low pressures develop, the method of providing increased pressure shall be by means of booster pumps taking suction from storage tanks . If an exception to this requirement is desired, the designing engineer must furnish for the executive director's review all planning material for booster pumps taking suction from other than a storage tank. The planning material must contain a full description of the supply to the point of suction , maximum demands on this part of the system, location of pressure recorders, safety controls, and other pertinent information. Where booster pumps are installed to 10/09/97 12 :22:12 ,.... 30 'tAC 290.44 http ://www . tnrcc .state . tx . us/Ru leS /tac/3 0/11290/D/2 90 . 44 .html 2 of6 system, location of pressure recorders, safety controls, and other pertinent information . Where booster pumps are installed to take suction directly from the distribution system, a minimum residual pressure of 20 pounds per square inch (psi) must be maintained on the suction line at all times . Such installations must be equipped with automatic pressure cut-off devices so that the pumping units become inoperative at a suction pressure of less than 20 psi . In addition, a continuous pressure recording device may be required at a predetermined suspected critical pressure point on the suction line in order to record the hydraulic conditions in the line at all times. If such a record indicates critical minimum pressures (less than 20 psi), adequate storage facilities must be installed with the booster pumps taking suction from the storage facility. Fire pumps used to maintain pressure on automatic sprinkler systems only for fire protection purposes are not considered as in-line booster pumps. (3) Service connections which require booster pumps taking suction from the public water system distribution lines must be equipped with automatic pressure cut-off devices so that th e pumping units becom e inoperative at a suction pressure of less than 20 psi . Where these types of installations are necessary, the preferred method of pressure maintenance consists of an air gapped connection with a storage tank and subsequent repressurization facilities . (4) Each community public water system shall provide accurate metering devices at each service connection for the accumulation of water usage data . Systems where no direct charge is made for th e water shall be exempted from this requirem ent. (5) The system shall be provide d with sufficient valve s and blowoffs so that ne cessary repairs can be made without undue interruption of service over any con s iderable area and for fl ushing the system wh e n required . The en g in ee ring report shall establish criteria for this design . (6) The system shall be designed to afford effective circulation of water with a minimum of dead ends. All dead-end mains shall be provided with acceptable flush valves and disch a rge piping . All dead-end lines less than two inches in diameter will not requ ire fl ush valves if they end at a customer service. Where dead ends are ne cessary as a stage in the growth of the system , the y shall be located and arranged with a view to ultimately connecting them to provide circulation . (e) Location of waterlines . ( l) The follow ing rules apply to in stallations of potabl e water distribution lin es and wastewater collection lines, wastewater force mains and other conveyances/appurtenances identified as potential sources of contamination . Furthermore, all ratings specified shall be defined by A STM or A WW A stand ard s unless stated otherwi se. (2) When new potable water distribution lines are constructed, they shall be installed no closer than nine feet in all directions to wastewater collection faciliti es. All separation distances shall be measured from the outside surface of each of the respective pieces. (3) Potable water distribution lines and wastewater collection lines or force mains that form parallel utility lines shall be installed in separate trenches . (4) No physical connection shall be made between a drinking water supply and a sewer line. Any appurtenance shall be designed and constructed so as to prevent any possibility of sewage entering the drinking water system . (5) Where the nine foot separation distance cannot be achieved, the following criteria shall apply . (A) New Waterline lnstallation--Parallel Lines . (i) Where a new potable waterline parallels an existing, non-pressure or pressure rated wastewater line/force main and the registered professional engineer is able to determine that the existing line is not leaking, the new potable waterline shall be located at least two feet above the existing line, measured vertically, and at least four feet away, measured horizontally, from the existing line . Every effort shall be exerted not to disturb the bedding and backfill of the existing wastewater line. (ii) Where a new potable waterline parallels an existing pressure rated wastewater line and it cannot be determined by the registered professional engineer ifthe existing line is leaking, the existing wastewater line shall be replaced with a 150 psi pressure rated pipe. The new potable waterline shall be located at least two feet above the new wastewater line , measured vertically, and at least four feet away, measured horizontally, from the replaced wastewater line . (iii) Where a new potable waterline parallels a new wastewater line/force main, the wastewater line shall be constructed of 150 psi pressure rated pipe. The new potable waterline shall located at least two feet above the wastewater line, measured vertically, and at least four feet away, measured horizontally, from the wastewater line . (B) New Waterline Installation--Crossing Lines. (i) Where a new potable waterline crosses an existing, non-pressure rated wastewater line, one segment of the waterline pipe shall be centered over the wastewater line such that the joints of the waterline pipe are equidistant and at least nine feet horizontally from the centerline of the wastewater line . The potable waterline shall be at least two feet above the wastewater line. Whenever possible, the crossing shall be centered between the joints of the wastewater line . If the existing wastewater line is disturbed or shows signs of leaking, it shall be replaced for at least nine feet in both directions ( 18 feet total) with 150 10/09/97 12 :22:13 30 t AC 290.44 http ://www .tnrcc .state .tx .us/RuleS /tac/3 0 /I/290/D/290.44 .html 3 of6 psi pressure rated pipe . (ii) Where a new potable waterline crosses an existing, pressure rated wastewater line , one segment of the waterline pipe shall be centered over the wastewater line such that the joints of the waterline pipe are equidistant and at least nine fe et horizontally from the cente rline of the wastewater line. The potable waterline shall be at least six inches above the wastewater line . Whenever possible, the crossing shall be centered between the joints of the wastewater line. If the existing wastewater line shows signs of leaking, it shall be replaced for at least nine feet in both directions ( 18 feet total) with 150 psi pressure rated pipe . (iii) Where a new potable waterline crosses a new, non-pressure rated wastewater line and the standard pipe segment length of the wastewater line is at least 18 feet, one segment of the waterline pipe shall be centered over the wastewater line such that the joints of the waterline pipe are equidistant a nd at least nine feet horizontally from the centerline of the wastewater line . The potable waterline shall be at least two feet a bove the wastewater line . Whenever possible , the crossing shall be centered between the joints of the wastewater line . The wastewater pipe shall have a minimum pipe stiffness of 115 psi at 5 .0% deflection . The wastewater line shall be emb edd ed in cement stabilized sand (see clause (yD. of this subparagraph) for the total length of one pipe segment plus 12 inch es bey ond the joint on each end. (iv) Wh ere a new potable waterline crosses a ne w , non -press ure rated waste water line and a standard length of the wastewater pipe is less than 18 feet in length , the potable water pipe segment shall be centered over the wastewater lin e . The ma teria ls and method of in stallation shall confo rm with one of the foll owing options: (I) Within nine feet horizontally of either side of the waterline, the wastewater pipe and joints shall be constructed with pipe material having a minimum pressure rating of 150 psi . An absolute minimum vertical separation distance of two feet shall be provided . The wastewater line shall be located be low the waterline. (II) A ll sections of wastewa ter line within nine fe e t horizontally of the wate rline shall be encased in an 18 foot (or lon ger) section of pipe. F lexible encasing pipe shall have a minimum pipe stiffness of 115 psi at 5 .0% deflection. The encasin g pipe shall be centered on the waterline and shall be at least two nominal pipe diameters larger than the wastewater line . The sp ace around the carrier pipe shall be supported at fi ve foo t (or less) interval s w ith spacers or be fill ed to the springline with was hed sand . Each end of the casing shall be se a led with water tight non-shrink cement grout or a manufactured water tight sea l. An absolute minimum separation distanc e of s ix inches between th e e ncasement pipe and the waterline shall be provided . The wastewate r line shall be located below the waterline. (III) Wh e n a new waterlin e crosses under a wastewater line, the waterl ine will be encased as d escribed for wastewater lines in section (II) above or constructed of ductile iron or steel pipe with mechanical or welded joints as appropriate. An absolute minimum separation di sta nce of one foot betwee n the water line and the wastewater line shall be provided. Both th e waterline and wastewate r line, must pass a pressure and leakage test as specified in A WW A C600 standards . (v) Where a new potable waterline crosses a new , pressure rated wastewater line, one segment of the waterline pipe shall be centered over the wastewater line such that the joints of the waterline pipe are equidistant and at least nine feet horizontally from the centerline of the wastewater line. The potable waterline shall be at least six inches above the wastewater line . Whenever possible, the crossing should be centered between the joints of the wastewater line. The wastewater pipe shall have a minimum pressure rating of 150 psi . The wastewater line shall be embedded in cement stabilized sand for the total length of one pipe segment plus 12 inches beyond the joint on each end . (vi) Where cement stabilized sand bedding is required , the cement stabilized sand shall have a minimum of 10% cement per cubic yard of cement stabilized sand mixture, based on loose dry weight volume (at least 2.5 bags of cement per cubic yard of mixture). The cement stabilized sand bedding shall be a minimum of six inches above and four inches below the sewer pipe. The use of brown coloring in cement stabilized sand for wastewate r line bedding is recommended for the identification of wastewater force main s during future construction. (6 ) Waterline and Manhole Separation. The separation distance from a potable waterline to a manhole shall be a minimum of nin e feet. Where the nine foot separation distan ce cannot be achieved , the potable waterline shall be encased in a joint of 150 psi pressure class pipe at least 18 feet long and two nominal sizes larger than the new conveya nce . The space around the carrier pipe shall be supported at five feet intervals with spacers or be filled to the spring line with washed sand. Th e encasement pipe shall b e centered on the cros si ng a nd both ends seal ed w ith cement grout or manufactured seal. (7) Location of Fire hydrants . Fire hydrants shall not be installed within nine feet vertically or horizontally of any sanitary sewer line regardless of construction . (8) Location of Supply/S uction Lines. Suction mains to pumping equipment shall not cross wastewater lines carrying domestic or industrial wastes. Raw water supply lines shall not be installed within five feet of any tile or concrete wastewater line . (9) Proximity of Septic Tank Drainfields . Waterlines shall not be installed closer than ten feet to septic tank drainfields . (f) Sanitary precautions and disinfection . Sanitary precautions, flushin g, disinfection procedures, and microbiological sampling as prescribed in A WWA standards for disinfecting water mains shall be followed in laying water lines . 10 /09/97 12:22 :13 .-30 TAC 290.44 http://www.tnrcc.state .tx .us/RuleS/tac/30/l/290/D/290.44 .html 4 of6 (1) Pipe shall not be laid in water or placed where it can be flooded with water or sewage during its storage or installation. (2) Special precautions must be taken when water lines are laid under any flowing or intermittent stream or semi-permanent body of water such as marsh, bay, or estuary . In these cases, the water main shall be installed in a separate watertight pipe encasement and valves must be provided on each side of the crossing with facilities to allow the underwater portion of the system to be isolated and tested to determine that there are no leaks in the underwater line . Alternately, and with the executive director's permission, the watertight pipe encasement may be omitted. (3) New mains shall be thoroughly disinfected in accordance with A WW A Standard C65 l and then flushed and sampled before being placed in service. Samples shall be collected for microbiological analysis to check the effectiveness of the disinfection procedure which shall be repeated if contamination persists . A minimum of one sample for each 1,000 feet of completed water line will be required or at the next available sampling point beyond 1,000 feet as designated by the design engineer. (g) Interconnections. (1) Each proposal for a direct connection between public drinking water systems under separate administrative authority will be considered on an individual basis . (A) Docu ments covering the re s po nsibility for sanitary co ntrol shall accompa ny the submitted plann ing material. (B) Each water supply shall be of a safe, potable quality . (2) Where an interconnection between systems is proposed to provide a second source of supply for one or both systems, the system being utilized as a second source of supply must be capable of supplying a minimum of 0.35 gallons per minute per connection for the total number of connections in the combined distribution systems. (h) Backflow, siphonage. (1) No wa te r connection from a ny public drinking w ate r supply system shall be made to any establis hment where an actu a l or potential contamination or system hazard exists without an air gap separation between the drinking water supply and the source of potential contamination . The containment air gap is sometimes impractical and, instead , reliance must be placed on individual "internal" air gaps or mechanical backflow prevention devices . Under these conditions , additional protection shall be required at the meter in the form of a backflow prevention device (in accordance with A WW A Standards C5 l 0 and C5 l l, and A WW A Manual Ml4) on those establishments handling substances deleterious or hazardous to the public health . The water purveyor need not require backflow protection at the water service entrance if an adequate cro ss-connection control program is in effect that includes an annual inspection and testing by a certified backflow prevention device tester. It will be the responsibility of the water purveyor to ensure that these requirements are met. (2) No water connection from any public drinking water supply system shall be made to any condensing, cooling, or industrial process or any other system ofnonpotable usage over which the public water supply system officials do not have sanitary control, unless the said connection is made in accordance with the requirements of paragraph ill of this subsection. Water from such systems cannot be returned to the potable water supply. (3) Overhead bulk water dispensing stations must be provided with an air gap between the filling outlet hose and the receiving tank to protect against back siphonage and cross-contamination. (4) Effective January 1, 1996, all backflow prevention assemblies shall be tested upon installation by a recognized backflow prevention assembly tester and certified to be operating within specifications. Backflow prevention assemblies which are installed to provide protection against high health hazards must also be tested and certified to be operating within specifications at least annually by a recognized backflow prevention device tester. (A) Recognized testers shall have completed a Commi ssion approved course on cross connection control and backflow prevention and pass an examination administered by the TNRCC or its designated agent. The accredited tester classification shall be broken down into two categories: (i) The "General Tester" is qualified to test and repair backflow prevention assemblies on any domestic, commercial, industrial or irrigation service . (Exception-Firelines--See "Fireline Tester" in § 290.44(h)(A)(ii)). (ii) The "Fireline Tester" is qualified to test and repair backflow prevention assemblies on firelines only. The State Fire Marshall's office requires that a person performing maintenance on firelines must be employed by an Approved Fireline Contractor. (B) Individuals that can show proof of completion of a course and passage of an exam based on the ABPA or ASSE National exam, prior to the effective date of these regulations, may be recognized as accredited for the term of their current certification (not to exceed three years). (C) Gauges used in the testing ofbackflow prevention assemblies shall be tested for accuracy annually in accordance with the University of Southern California's Foundation of Cross Connection Control and Hydraulic Research and/or the 10/09/97 12 :22: 14 r-30 TAC 290.44 http://www .tnrcc .state .tx .us/RuleS /tac/30/U290/D /290.44.html 5 of6 American Water Works Association Manual of Cross Connection Control (Manual M-14). Public water systems shall require testers to include test gauge serial numbers on "Test and Maintenance" report forms and ensure testers have gauges tested for accuracy. (D) A Test Report must be completed by the recognized backflow prevention Assembly Tester for each assembly tested. The signed and dated original must be submitted to the public water supplier for record keeping purposes . Should the tester choose to use a report format which differs from that found in Appendix F of this title, it must minimally contain all information required by the report form. (E) Test and maintenance reports shall be retained for a minimum of three years. The public water supplier must provide these records to commission staff for inspection upon request. (5) The use of a backflow prevention device at the service connection shall be considered as additional backflow protection and shall not negate the use of backflow protection on internal hazards as outlined and enforced by local plumbing codes . (i) Water hauling. When drinking water is distributed by tank truck or trailer, it must be accomplished in the following manner: (1) Water shall be obtained from an approved source. (2) The equipment used to ha ul the water must be approved by the executive director and must be constructed as follows : (A) The tank truck or trailer shall be used for transporting drinking water only and shall be labeled "Drinking Water." Tanks which have been used previously for purposes other than transporting potable liquids shall not be used for hauling drinking water. (B) The tank shall be watertight and of an approved material which is impervious and easily cleaned and disinfected. Any paint or coating and any plastic or fiberglass materials used as contact surfaces must be approved by the United States Environmental Protection Agency, the United States Food and Drug Administration, the United States Public Health Service , or th e National Sanitation Fou ndation . Effective January I , 1993, any new ly installed surfaces shall conform to ANSUN SF Standard 61 and must be c e rtified by an organization accredited by ANSI. (C) The tank shall have a manhole and a manhole cover which overlaps th e raised manhole opening by a minimum of two inches and terminates in a downward direction. The cover shall fit firmly on the manhole opening and shall be kept locked. (D) The tank shall have a vent which is faced downward and located to minimize the possibility of drawing contaminants into the stored water. The vent must be screened with 16-mesh or finer corrosion resistant material. (E) Connections for filling and emptying the tank shall be properly protected to prevent the possible entrance of contamination. These openings must be provided with caps and keeper chains. (F) A drain shall be provided which will completely empty the tank for cleaning or repairs. (G) When a pump is used to transfer the water from the tank, the pump shall be permanently mounted with a permanent connection to the tank. The discharge side of the pump shall be properly protected between uses by a protective cap and keeper chain. (H) Hoses used for the transfer of drinking water to and from the tank shall be used only for that purpose and labeled for drinking water only. The hoses shall conform to ANSI/NSF Standard 61 and must be certified by an entity recognized by the commission . Hoses and related appurtenances must be cleaned and disinfected on a regular basis during prolonged use or before start-up during intermittent use . Hoses must be properly stored between uses and must be provided with caps and keeper chains or have the ends connected together. (I) The tank shall be disinfected monthly and at any time that contamination is suspected . (J) At least one sample per month from each tank shall be collected and submitted for microbiological analysis to one of the commission's approved laboratories for each month of operation . (K) A minimum free chlorine residual of 0 .5 mg/I or, if chloramines are used as the primary disinfectant, a chloramine residual of 1.0 mg/I (measured as total chlorine) shall be maintained in the water being hauled . Chlorine or chlorine containing compounds may be added on a "batch" basis to maintain the required residual. (L) Operational records detailing the amount of water hauled, purchases, microbiological sampling results, chlorine residual readings, dates of disinfection and source of water shall be maintained . Source: The provisions of this§ 290.44 adopted to be effective October I, 1992, 17 Tex.Reg 6455 ; amended to be effective November 3, 1995, 20 Tex.Reg 8620 ; amended to be effective March 3, 1997, 22 Tex.Reg 1809 . Cross Reference: This Section cited in 30 TAC §~, (relating to Special Design Criteria for Reclaimed Water 10/09/97 12:22 :14 ~ 30 t AC 290.44 http://www.tnrcc.state .tx .us/RuleS/tac/30/l/290/D/290.44 .html 6 of6 Systems); 30 TAC §-22Q.32, (relating to General Provisions); 30 TAC§~, (relating to Minimum Acceptable Operating Practices for Public Drinking Water Systems); 30 TAC §..22..Lfil, (relating to Customer Relations); 30 TAC §-2.2.1..22, (relating to Purchase of Facilities); 30 TAC §-11L.2, (relating to Sewage Collection System). TNRCC INDEX BACK NEXT TNRCC Rules disclaimer 10/09/97 12:22: 15 TX (The spacing in feet approximates the speed in miles per hour (i.e.: a 55 mph speed road should normally have devices spaced about 55 feet apart).) Types of tapers are shown in Figure vr-2 page 6C-7 and the two-way traffic taper is shown in Figure TA-10 page 6H-33: a. Merging Taper A merging taper requires the longest distances because drivers are required to merge wi th an adjacent lane of traffic at the prevailing speed. The taper should be long enough to enable merging drivers to adjust their speeds a nd merge into a single lan e before the e n d of t he transition. For freeways, expressways, and other roadways having a speed of 45 mph or greater, the minimum length for merging tapers should be computed by a formula L = W x S. For residential, urban, and other streets with speeds less than 45 mph, the formula, L = (W X S2)/60, should be used. Under e ither fo rmula, L is t he taper length in meter s o r feet, w is the lateral shift of traffic due to t h e partially o r fully closed lane in m e t ers or fe e t, and S is the posted speed (mph). Th e formula L = (W X S2 )/60 is used for speeds less than 45 mph because slower traffic can merge safely in a shorter distance. b. Shifting TaQer A shifting taper is used when merging is not · required, but a lateral shift is needed. Approximately one-half L has been found to he adequate. Where more space is available, it may be beneficial to use longer distances. Guidance for changes in alignment may also b~ accomplished by using horizontal curves designed for normal highway speeds. c. Shoulder Taper A shoulder taper may be beneficial on hig~­ speed roadways with improv~d should~rs that may be mistaken for driving lanes (when work is occurring in the shoulder area} . If used, shoulder tapers approaching the activity area should have a length of about one-third L. If a shoulder is used as a travel lane either throuqh practice or during a temporary traffic 6C-13 (Rev . No. 6) Lane Closure on Divided Highway 1. This procedure also app.!.ies when work is being performed in tt. lane adjacent to the median on a divided highway. Under thes€ conditions, LEFT LANE CLOSED signs shall be used. 2. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be erected, as needed. 3. Longitudinal dimensions may be adjusted to fit field conditions. 4. All vehicles, equipment, workers, and their activities should be r est ricted to o ne side of the pavement. lX . ·~; : /. :~ :. : : : : ~:::::::: .... ·.·.·. ···.·.·.·.· ··.· .. ·.·, -:-:-:···:- Long -Term ... L ;~~NP.~WJ: .-. 5IJO ft 0( J~Q. ,-ij( '"'·· 150 meters ·· 100 tt or 30 mat ~rs (opuona l) Standard White Edg.:i Lin.: Tru c k ·Mou nted Att enu.J l Gr (optiona l) ·.·.·.·.·. 111: ·.·.·.-.-. Short-Term FJgute TA -33 . Lano closure on divided highway. .i..w 7 0 Trailer or Truck Flasher or arrow (optional) Bu!fflr $p3c11 l r'I -· i\f ... n '· ... , '· .:. ' ] i I ! i ' ,_ . ; I Table Vl -3a . Typical Traros i tion Lengths ond Suggested Maximum Spacing of Devices IFEETI Minimum Desirable Toper Lengths (Feel) Posted formula lO ft 11 ft 12 ft Speed MPH Offset Offset Offset (feel) (feet) (feet) 30 150 165 180 35 L=WS 2 205 225 245 60 40 265 295 320 45 450 495 540 50 500 550 600 55 550 605 660 L-WS 60 600 660 720 65 650 715 780 70 700 770 840 Toper ler.gths have been rounded. {METERS) Minimum Desirable TaP.er len~ths {Meters Posted formulo 3.0m 3.Jm 3.6 S~eed Offset Ofhet Off sot PH (me tars) (meters) {meters) 30 45 50 55 l;:W$7 35 (jJ 65 70 75 40 80 90 100 45 13.S 150 165 50 150 165 180 55 165 185 200 l =W S 60 180 200 220 65 195 215 235 70 210 235 255 Taper lengths have been rounded . TX 6C-12 Suggested Maximum Spacln~ of Device ( eet) Ona Ono loper tong en I feet) (feel) 30 60 -75 35 70-90 40 80-100 45 90 -110 so 100 -125 55 110 -140 60 120-150 6S 130 -16 5 70 140-175 ,. Suggested Maximum Spach~~ of Device ( eters) Ona Ona toper (meters) tan~ent me ers) ·-10 20-25 12 24-30 13 26-32 14 28 -35 16 32 -40 18 36 -45 20 40-50 22 44.55 23 46-57 (Rev. No. 6) ~\ hfl ~ State De partment of Highways and Public Transportation Form 1058-Rev. 12-86 Permit to Construct Access Driveway Facilities (f?"O ?J on Highway Right of Way To: Hwy .St\lo Permit No. __ _ Control O O 4 9 Section ~1~2~- sand Public Transportation, hereinafter called the State, hereby authorizes loJ.J g ST a C ~..:.:::;;p:...-=-L!::.'-'-''--"-'"'---'f.J"-L~~rJ-£:.~L...:.,1--. hereinafter called the grantee, to (re) construct an access driveway on the highway "'31fM5 in Bro. -z..o.s County, located _________ _ Subject to the following: 1. 2. The grantee is responsible for all costs associated with the construct.ion of this access driveway. Design of facilities shall be as follows and/or as shown on sketch: SQ..e. '5'~ - All construction and materials shall be subject to inspection and approval by the State. 3. Maintenance of facilities constructed hereunder shall be the responsibility of the grantee, and the State reserves the right to require any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adja- cent to the highway . Changes in design will be made only with approval of the State. 4. The Grantee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. 5 . The Grantee shall not erect any sign on or extending over any portion of the highway right of way, and vehicle service fixtures such as service pumps, vender stands, or tanks shall be located at least twelve (12) feet from the right-of-way line to ensure that any vehicle services from these fixtures will be off the highway. 6. This permit will become null and voi d if the above-referenced driveway facilities are not constructed within six (6) months from the issuance date of this permit. 7. The Grantee will contact the State's representative Mr· Ne a 1 Mun n telephone 4 O 9 ) 7 7 8 -8 O 5 4 at least twenty-four (24) hours prior to beginning the work authorized by this permit. Date of Issuance ___ N_o_v_e _m_b_e_r_1_9--'-, _1_9_9_8 ______ _ State Department of Highways and Public Transportation • ~~~~x Patrick T. Williams, p.E. ,Ar e a Engineer The undersigned hereby agrees to comply with the terms and conditions set forth in driveway on the highway right of way. Oty ocf . (. c; tv -Ax-,r~~ Date:-~?/ ('--"'--14..:........:...f_,__q_,,__y ___ _ Access Driveway Regulations The State Highway and Public Transportation Commission, in recognition of its responsbility for the safety and utlility of public highways unde r its jurisdiction, has di re cted the adoption of rules and regulations to accomplish a coordinated develop- ment ·between highways and abutting property . For this purpose, the booklet entitled "Regulations for Ac cess Driveways to State Highways" was published and adopted, setting out departmental policie s to regulate construction and maintenance of access driveway facilities . Sketch of Installation 12" I'' r-----15 11 -~ -----..11 fR~ I II 3"-(/---·Lon~itudinal 2 £) ·.~ 3 Ir-·-----24" _____ ____, T YPICAL CURB a GUTTER SECTION _ l '. -Rl 4 . __ .._ T. a"-J I f-3" ft .s~ + ~ . . 3 • • 111 II -:1~ l -r.: \_· . . -I T ,. · 1 -_ L ongitudinal .2 _ ~ ·-:: 18 c-c ----.J ~ ' - I • -12''. __ ____. ___ 12-" _,_...;._ ........... TYPi CAL GUTTER SECTION . -~"'·-- Fe~ ')FF STREET PARKING - I" . -,.. 2 Y2 I~" f 4 R\j--f -9" 1 ·. r. 15" , . ~h .·• . . . r. 3~ ~ I . H" jf I 8 ~ T.-1 -. __/~ T {_:~11 1 Vi' . I -I It '2 II 1~;c • . u "' ~ 1 a" .w '''°' :~ · 4 -·-Longitudinal A ,, . u.c i I. l-24" . .· k . TYPl ,~AL LAY BACK GUTTER . SECT J;ON . -~.,-~' vl ll -5 -0 r: • 1' #3 Bar II H ~· .. Wire Mesh Rein{ ' . t · Pipe The Coo!rocfor win.be permltted to 'subsllrute Cl . B,. cone. rtprop to p1a~e of pipe from the Junctton of ihe center of plp~..JfUh the 6:1 slope . ond the flowllno grade of the plpe. Rlprop r used 1n lleil of pipe wl\1 not be Included In the pay quonllty for rtprop, but w\n be considered subsldlary lo other bid Items. Quantifies shown ere for one end on?y. PPE ,,011 "C' RIPRAP Qty. shown does nonnclude rlprup SIZES c. '(. fbooUncJ.dFotitdinos, ~hend ·required I wm ESTtMATEO QUANTITI E S e consl ere subst lary to other ts'• · 3 ':-6° 12' 0~5 · · bld Items . ..._--~-----t----------+----------+----------2411 4'-o" 15' 0.1 ------~~-1 1---1-~'-"'-~16~"---1 --l-v8-1 __ s'-s'' -I s ... Flow Line Gutter----+--...... Standard section ------+ ------ TYPICAL VALLEY GUTTER PLAN !"~ ta" c -c · 2 both ways .. VIII - 6 i :i I li ! · / . i TX (The spacing in feet approximates the speed in miles per hour (i.e.: a 55 mph speed road should normally have devices spaced about 55 feet apart).) Types of tapers are shown in Figure Vr-2 page 6C-7 and the two-way traffic taper is shown in Figure TA-10 page 6H-33: a. Merging Taper A merging taper r-equires the longest distances because drivers are required to merge with an adjacent lane of traffic at the prevailing speed. The taper should be long enough to enable merging drivers to adjust their speeds and merge into a singlG lane before the end of the transition. For freeways, expressways, and other roadways having a speed of 45 mph or greater, the minimum length for merging tapers should be computed by a formula L = W x S. For residential, urban, and other streets with speeds less than 45 mph, the formula, L = (W X S2)/60, should be used. Under either formula, L is the taper length in meters or feet, w is the lateral shift of traffic due to the partially or fully closed lane in meters or feet, and S is the posted speed (mph). The formula L ~ (W X Sl}/60 is used for speeds less than 45 mph because slower traffic can merge safely in a shorter distance. b. Shifting Taper A shifting taper is used when merging is not · required, but a lateral shift is needed. Approximately one-half L has been found to be adequate. Where more space is available, it may be beneficial to use longer distances. Guidance for changes in alignrnent may also b~ accomplished by using horizontal curves designed for normal highway speeds. c. Shoulder Taper A shoulder taper may be beneficial on high- speed roadways with improved shoulders that may be mistaken for driving lanes (when work is occurring in the shoulder area) . If used, shoulder tapers approaching the activity area should have a length of about one-third L. If a shoulder is used as a travel lane either through practice or during a temporary traffic 6C-13 (Rev. No. 6) .~.:,p '\. ~ ' i:;<t.-!~· . -!.{". ~:1:·> '.bi.~' ~:.\,~··!' ;~~{(i ;}~:~ t\if! I ·~5· J"V f •'i ~f :':~ . kJ .. ':.. .1 J ·· •·t1 i:i '); !Q :?,;•11 't • ~ :~ ·!~ ~.'·i~ ... ~.·. Lane Closure on Divided Highway 1. This procedure also appl i es when work is being performed in the lane adjacent to the median on a divided highway. Under these conditions, LEFT LANE CLOSED signs shall be used. 2. When a s i de road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be erected, as needed. 3. Longitudinal dimens i ons may be adjusted to fit field conditions. 4. All vehicles, equipment, workers, and their activities should be restricted to one side of the pavement. 1X 6H -78 ·. ··~;,: ' TX 100 tt or 30 meters :::::::::::: (Optional ) d~ft.~ .. ~ .. M'. --'--- Truc k-Mounted Attenuator (opt ion al) Long -isrm Shon-Term Figure TA -33 . Lane closure on divided highway . 6H -79 ... _ t 500 ft 0( 150 meters _L Trailer or Truck Flasher or arrow (op\ional) Sufi er Space (op1ionoil) _tia L (optional) (R~v . Nn n) . . . ~ j . ,. !~t .. \ ,: {:. l ... ·., (: - • Tobie Vl-3o . Typical Transition Lengths ond Suggested Maximum Spacing of Devices fFEETl Minimum Desirable Tooer Lengths · (Feel) Posted Formula 10 ft I I ft 12 ft Speed MPH Off$et Offset Offset (feet) (feel) (reef) 30 150 165 180 35 L=WS 2 60 205 225 245 40 265 295 320 45 450 495 540 50 500 550 600 55 550 605 660 L:.WS 60 600 660 720 65 650 715 780 70 700 770 840 Toper ler.gths have been rounded. IMETERSI Minimum Desirable Tap er LenWhs (Meters Posted Forrnulo 3 .0 rn 3.3m 3.6 S~eed Offset Offset Offset PH (melcm) (meters) (meters) 30 45 50 55 L.:WS 1 35 lO 65 70 75 40 80 90 100 45 13S 150 165 50 150 165 180 . 55 165 185 200 L=WS 60 180 200 220 65 195 215 235 70 210 235 255 Taper lengths have been rounded . 1X 6C-l2 Suggested Maximum Spacin~ of Device ( oet) Ona Ono taper tangent (feet) (feet) 30 60-75 35 70-90 40 80 -100 45 90-110 50 100-125 55 110-140 60 120-150 6.5 130-165 70 140· 175 Suggested Maximum Spacir~.~ of Device ( eters) Ona Ona taper (meters) tanRent (me ers) . 10 20-25 12 24-30 13 26-32 14 28-35 16 32-40 18 36-45 20 40-50 22 44-55 23 46-57 (R ev. No. 6) Revised 1/29/98 1/4• R 30" LAY-DOWN CURB DETAIL NTS i------2··------ >---1 t' 12" ..........,. _ _...__! 1/4. R 10 1/2" f #4 BARS CONTINUOUS S' CL.EAR lYP. fj 1· 24" LAY-DOWN CURB DETAIL NTS tf.(' R S' R 12" I I.. ·----24·------ RAISED CURB DETAIL NTS Figure 7 Curbing Options Page 2-21 FIRE LANE MARKINGS -----12"----- ~ 1 3/ 8" 2" B series 1 1/ 8" 2" 18 " DESIGNATED 2"C sen es 1 1/ 2" PARKING 2" c sen es 1 1/ 2" ONLY 2"C sen es 2 1/ 2" 3/8"-+----\----~ - FIRE LANE NO PARKING TOW-AWAY ZONE FIRE LANE NO PARKING 8" red stripe painted on drive surface with 4" white letters stating FIRE LANE NO PARKING TOW-AWAY ZONE DNDmVd ON 3NV'1 H1IH 3NOZ J....VM.V-M.Ol DNDlliVd ON A-5 Ordinance No. 2159 Chapter 6 Section 1 (B) (4) Subsection 602.6.8 (a) City of College Station Code of Ordinances 602 .6.8 Fire Lane Markings (a) The owner, manager, or person in charge of any building or property to which fire lanes have been approved or required by engineering shall mark and maintain said fire lanes in the following mann er: All curbs and curb ends shall be painted red with four (4) inch white lettering stating "FIRE LANE -NO PARKING -TOW AW A Y ZONE". Wording may not be spaced more than fifteen (15) feet apart . In areas where fire lanes are required, but no continuous curb is available, one of the followin g methods shall be used, in conjunction with the curb markings, to indicate that the fire lane is continuous: Option# 1: A sign twelve (12) inches wide and eighteen (18) inches in height shall be mounted in a conspicuous location at each entrance to the property. Signs shall be mounted no closer that four (4) feet or higher than five (5) feet above grade level as measured from the top of the sign. (See appendix A-5 for sign specifications) Option # 2: From the point the fire lane begins to the point the fire lane ends, including behind all parking spaces which adjoin a fire lane, shall be marked with one continuous eight (8) inch red stripe painted on the drive surface behind the parking spaces. All curbing adjoining a fire lane must be painted red. Red stripes and curbs will contain the wording "FIRE LANE-NO PARKING-TOW AW A Y ZONE" painted in four (4) inch white letters . (See appendix A-5 for more information) A-6 '· .. ~s ~ 0; .-~~ ;. z5Cf ,P :.i . ~ tf\; ., . \ ' ~; ·- i . ·1 1 j I . ' L I f i \s 32. I . . . ! s ~'Z i ' ' ' ' I 1 ~-~~ I I ' I i / ' ! . ! . I : 1 -tH:-1~; ..J l; i ' ' :;>2.1 . ' : ! : . I ll i i ; I . I . I I ' : ; ; ! i 1· I i I ! ' I l i i.4 ~€6 ' . I I I I ' I ! I ·t ·· ! I I I I . I I I : 1 ' -i Az.: .: .. .! . ! . i ' i ·\ :1 p'.Z I j ! I I · I J • i I I I ' i I 1 I t ,,._I • i 4tl51 I ~ ·N '1 1 ··i ·' I ~ '2,. i-· --:-Mt' ';;.: .:j . I i i i . I , ~ i I i ; I ]4~~ ! I I I . I \. i : . ! ; ' [4fsj . f .I . I I ! i 1 I I . I I I I I I I : I I :~I ' ' 3 i : ~ I I I I i I I .; i I I I I f . r . I I -j !4 tt · ' : : I ; . l ! '. ! · r l i I . ~ -j · l .. , i '! I ! i I · t ! I i ; l I r· l ~'Z. ' i ' ' ..L-L..J.-+-......-...L-: .. I .. ; : L . I .::.. ........ , . ..,i17~l (!.' 't -~·;·•~~· ! .. 1 • • 1 I I .. I ~1i.'' ~ h,: . i I ! 2v=r1 ' ' '~--:.; .. ' . o+oc 1 1 -e,~ ! I . ~ ! t i j I I i I J~oo ; I ; ! ! ! • ! I I ~(o~l I ' I I ' f· : .I I " ·! ! L • , l~r;5~ i+~ j \ I ; ~ l l I I . I 1 P~'l~~j {! I ... I l : .. , ~n . L'~~~~t-iE ·~A~e.i 1 .. ' ' :o~~-z.~ I ! ' ... ! ·-· --~--· --·----... -.. .. __ \ ,. DEVELOPMENT PERMIT PERMIT NO. 603R LONE STAR GOLF ACADEMY FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 2 , Horse Haven Estates OWNER: JimBaetge LSG Enterprises 2301 East By Pass College Station, Texas 77845 409-693-8900 DRAINAGE BASIN: Wolf Pen Creek TYPE OF DEVELOPMENT: SITE ADDRESS: 2301 East By Pass This permit is valid for construction of the golf driving range with associated parking lot and building per the attached plans. No work is allowed in TxDOT's right-of-way until the appropriate permits are granted. The work in the TxDOT right-of-way includes the construction of the waterlines and associated fire hydrant, the driveway and associated culvert, and the overflow swale from the pond to the bypass frontage road ditch. All of these items are within the right-of-way and need permits issued by TxDOT prior to construction. 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 d elopment shall be in accordance with the plans and specifications submitted to and approved by the Engineer in the development permit application for the above named project and all of the codes and ces of Ci of College Station that apply. Date ID (t<tz !ClcS Contractor Date (°" , !c Development Permi Issuance Checklist rk,. $100 .00 Application Fee Paid ~i ~. Application Complete/Signed ~~~ Erosion Control Plan (submitted & approved) ~~. If Site > 5 Acres, Is EPA N. 0.1. Submitted? iib ~s . Dr~inage Report/Letter (submitted & approved) 6 . $300 Fee Paid -For Subdivision Inspection (applicable if public infrastructure) 7. Easements Dedicated (Separate Instrument) @), _8. ~· TxDOT Permits Issued (if applicable) Sealed Engineer's Estimates Received[~ bt&L~) ~o~ "The above checklist must be complete prior to issuing a full development permit on a project. To issue a partial permit for clearing and grading only, items 1-4 must be completed. Please initial in each box if you check off any of these items ." O:\GROUP\DEVE_SERIFORMS\ENGR\NEWDP\NEWLIST .DOC Charles Moreau Enterprises 809 University Drive East #104-B College Station, TX 77 840 Estimate DATE ESTIMATE NO . 10/19/98 26 NAME/ADDRESS PROJECT 1 Lone Star Golf Academy 2301 east By-pass College Station , Texas 77845 ITEM DESCRIPTION Type II Fire Hydrant and Running 6" Line Thank you for the opportunity to bid your job! QTY RATE TOTAL 4 ,000 .00 4 ,000 .00 T OTAL $4 ,000 .00 ·.1.·· THIS FORM REPLACES PREVIOUS FORM 3510-6 {8-98) · : Form AJ?proved . OMB No . 2040 -0188 · · ·see Reverse for lnstruqti9ns · OEPA Un ited States Environmental Protection Agency NP DES Washington, DC 20460 FORM Notice of Intent (NOi) for Storm Water Discharges Associated with CONSTRUCTION ACTIVITY Under a NPDES General Permit Submissi~n of this Notice of Intent constitutes notice that the party identified in Section .1 of this form intends to be authorized by a NPDES permii issued for storm water diseh ar.ges a·ssociated with construction activity in the State/Indian Country Land identified in Section II of this form . Submission of this Notice of Intent also constitutes notice that the party Identified in Section f of this· form me ets the eligibility requirements in Part l.B. of the general permit (including those related to · protection of endangered species determined through the procedures in Addendum A of t.he general permit), understands that continued authorization to di.scharge is contingent OffJl'laintaining permit eligibility, and that im plementation ·of the Storm Water Pollution Prevention Plan required under Part IV of lhe general permit will begi _n at the time the permittee commences wor k on the construction proj ect Identified In Seclon II below. IN ORDER TO OBTAIN AUTHORIZATION, ALL INFORMATION REQUESTED MUST BE INCLUDED ON THIS FORM . SEE INSTRUCTIONS ON ·BACK OF FORM. I. Owner/Operator {Applicant) Information · Name : 1:fia1t1f1 1lf1ti1 I 1 e1 ~I I I I I I I I I I I I I I I I I I I I Phone : 141C>1q16 I~ i3l81q10101 Ad dress: JZ 131 D Jl I 1E 1 1B1y 1f 1 ~1S1S 1 l~I I . Status of . [el I I I I I I I I I I I I I I I I Owner/Operator : City: tC 1£21I1 I 1 e.1$1 e.1 15.1fiA1t1l1D1~1 I I I I I I I State :~ Zip Code: r1i11f!11151-1 I I I I II. Project/Site Information Is the facility located on Indian Country Lands? Pro ject Naine : 1L101tv'1 ~1Si f1tJ 1 n&;1QIl1fiA1~-JJ11 v1e1l'f1 y1 I I I I I I I I I I I Yes O No ro Project Add ress/Loca tion : 1213' I 01 l 1 B I B1 lf I~ I fl Is' I~ I 1h1 I I I I I I I I I I I I I I I I I I City: (!10.1L 1 l1 e 1 ~1e1 i51t1f-l1h l 1~1tJ1 I I I I I I I I State :~ Zip Code : i"1111814_1S1 -I I I I I Latitude: l J____..._j_J_ _:J__j Long itude : I· · I , I· I <I. ), Co~nty : i.81 YJJ} IC I O 15" I .. I I I -I I I I I I I I I I I I Has th e Storm Water Pollution Prevention Pfan (SWPPP) been prepa re d? Yes D No [J Optio nal : Address of location of 0 Address in Section I above D Address in Section II above 0 either address (if known) below: SWPPP for viewing SWPPP Phone: Address : I I I I I I I· I I I I I I I I I I I I I I I I I I I I I ) I I I I I I I I I I I I I I f City: I I I I I · I I I I I I I I I I I I I I I I I 1 Sta\e : lJ_j Zip Cod~: 1 I I I I [-I I I I I Name of Rece iving Water :· IW .DI I 1.f1 Ci t'l LI li!.I k+ I I I I I I I I I I I l I I I IQ 1Bll 1 5i1 1t? lq I f21 l/11101/1/1'1'111'0! Based on .instruction provided In Addendum A of the permit, are Month Da y Year ·Month Day ·Year · there any listed endanyered or threatened ipecies, or designated Estimated Construction Start Date Estimated Completion Date : critical habitat in th e project area? Estimate of area to be d isturbed (to nearest acre): I I I I 1D1ZI Yes 0 No~ Estimate of Likelihood of.Di scharge (choose only one): I have satisfied permit eligibility with regard to protection of endangered species through the indicated section of Part l.B.3.e .(2) 1. D Unli kely 3. o · Once per week 5. 0 Contin1;al of the permit (check one or more boxes): 2. ~Once per month 4 . 0 Once per day (alO (b) 0 (c) 0 (d)o . Ill. Certifi cation I certify und er penalty of law that this document and all attachments "'.'e re prepared under my d i rection or supervision In accordance with a system designed to assure that qualified personnel prope.rly gather and evaluate the inform ;;i.ti on submitt_e d., Based on my inquiry of the ·person or persons who manage this sys te m, or those persons directly responsiqle for gathering the information, the information submitted Is, to the best of my knowledge and belief, true, accurate, and complete . I am a, ware that there are significant penalties for submitting false ' Information , including the· possibility of fine and imprisonment for knowing violatiorts . · · · · Print Name : ffi e 1£ I .r; I t/1 A_ 1 l 1 e1 ~ I I I I I I I I I I I I I I I I I I I I Date : l[1Dl .Ltf l'f1f3I 5 . . (j ~J, 1 L l : ' 1gnature : · II , A - EPA Form 3510-9 replaced 3510 -6 (8 -98) I DRAINAGE ANALYSIS FOR LONE STAR GOLF ACADEMY 2301 EAST BYPASS COLLEGE STATION, BRAZOS COUNTY, REVIEW COM PL I CvL1...L-v.c. .... ,JN ENGINEERING SEPTEMBER , Submitted By: Michae l G. Hester, P.E. Hester Engineering company 7607 Eastmark Drive, Suite 253-B College station, TX 77840 ph:409.693.1100 fx:409.693 .1075 email: hec2ooo@aol.com CERTIFICATION I hereby certify that this report and accompanying drainage plan for the drainage design was prepared by me in accordance with the provisions of the Cities Drainage Policy and Design Standards for the owners thereof. By: Michael G. Rest r .. ~/ f}.c, cr-/f ·<1/8 Registered Pro essional Engineer No. 69104 State of Tex LONE STAR GOLF ACADEMY· CERTIFICATION HESTER ENGINEERING COMPANY CIVIL ENGINEERING SERVICES 7607 EASTMARK DRIVE, SUITE 253-8 COLLEGE STATION, TEXAS 77840 (409)693-1100 fx:C409>693-107 5 email: hec2ooo@aol.com August 3, 1998 Mr. Paul Kaspar College Station Development Services Department P.O. Box 9960 College Station, TX 77842 Re: DRAINAGE LETTER LONE STAR GOLF ACADEMY 2301 EAST BYPASS 25 .07 ACRE TRACT, MORGAN RECTOR SURVEY A-46 COLLEGE STATION, BRAZOS COUNTY, TEXAS Dear Paul, Hester Engineering Company has been retained by the deve loper of the proposed Lone Star Golf Academy, Mr . Jim Baetge, LSG Enterprises, LLC, 2301 East Bypass, College Station, Texas 77845, (409)693 -8900 to assure his development plans comply with the College Station Drainage Policy and Design Standards. Mr. Baetge is proposing to construct a golf academ y consisting of a driving range, putting green, 2500 squar e foot pro shop, parking area and the associated infrastructure. I have visited the site and reviewed the grading plan submitted to my office, dated 7/23/98, prepared by golf cours e architect Mr. William Fitzpatrick, 4 037 Falcon Ri dg e Drive , Haltom City, Texas 76137, (817)514 -6367 . Existing conditions: Th e land drains in a southerly direction at approximately 0 .5% slope to Wol f Pen Cre e k, Basin Referenc e No. 2, Regulatory Ch annel Reac h No. I wh i ch is a primary channel . There are n o "Special Dr a inage Ba sin and Ch a nn e l Reach Des i gn St anda r ds " f or this reach. No porti o n of the s i t e is i n t h e 1 0 0 year flood plain per Federal Emergency Management Agency FIRM Map No. 144 c. The tract h as a n atur a l high po int at App omatt ox Drive and the storm water sheet flows acros s the s i te to Wolf Pen Creek . The storm water that falls adjacent t o the north property line flows away from the tract to the ea s t through exi s ting swales to Carter Creek and to t h e west via a Church parking lot . DRAINAGE LETIER ·LONE STAR GOLF ACADEMY· PAGE 1 OF 3 PAGES / The only water leaving the tract is the water that falls directly on the tract. This water sheet flows across the tract and eventually through numerous 12" diameter storm drain lines along an existing dirt road adjacent to the south property line of the tract. It is my understanding that the developer purchased the land from and has discussed the development plans with Mr . Burt Hermann, the down slope property owner. A request was made to Mr. Hermann to dedicate drainage easements but was declined due to the encumbrance it would place on his property. A portion of the site was a golf driving range and with the proposed improvements will increase in size. Proposed conditions: The proposed development will not dramatically change the existing drainage pathways, no additional dirt will be brought to the site however the existing dirt will be manipulated to form small berms and indentations. The Architect has prepared a drainage system which will drain these small areas and outfalls for these lines will be protected with rock rip rap. There will be no dramatic increase in impervious area. At present there is an existing building with a gravel drive and parking area which will be replaced with a larger building and a concrete parking area. Mr. Fitzpatrick, the architect will apply for the TXDOT permit. In conclusion City's Stormwater questions. this project is Design Standards . G. Hes t er, P .E . xc : in compliance Please call Mr. Jim Bae tge , LSG En terprises, LLC attachments: Development P ermit Application DRAINAGE LETIER • LONE STAR GOLF ACADEMY· PAGE 2 OF 3 PAGES with the with any HESTER ENGINEERING COMPANY CIVIL ENGINEERING SERVICES 7607 EASTMARK DRIVE, SUITE 253-8 COLLEGE STATION, TEXAS 77840 (409)693-1100 fX:(409)693-107 5 email: hec2ooo@aol.com September 11, 1998 Mr. Paul Kaspar College Station Development Services Department P.O. Box 9960 College Station, TX 77842 Re: DRAINAGE LETTER LONE STAR GOLF ACADEMY 2301 EAST BYPASS 25.07 ACRE TRACT, MORGAN RECTOR SURVEY A-46 COLLEGE STATION, BRAZOS COUNTY, TEXAS Dear Paul, Please find attached the information you requested: -Predevelopment and Post-development runoff calculations -Culvert sizing calculations -Outfall ditch calculations ou need additional information please contact me. Submitted, Mr. Jim Baetge, LSG Enterprises, LLC DRAINAGE LETIER -LONE STAR GOLF ACADEMY -PAGE 3 OF 3 PAGES ACCESS DRIVEWAY CULVERT DESIGN LONE STAR GOLF ACADEMY Quick TR-55 Ver.5.44 Executed: 13:45:38 S/N:l315430080 09-10-1998 LONE STAR GOLF ACADEMY ACCESS DRIVEWAY CULVERT * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, !=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. DITCH Runoff 'C' 0.300 Area acres 1. 35 Tc (min) Wtd. IC' 11.10 0.300 RETURN FREQUENCY = 100 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.300 11.149 Total acres 1. 35 ~\00 Peak Q (cf s) 4.52 OPEN DITCH ALONG FRONTAGE ROAD Rating Table for Triangular Channel Project Description Project File c:\haestad\fmw\Js-golf.fm2 Worksheet OPEN DITCH CAPACITY Flow Element Triangular Channel Method Manning's Formula Solve For Channel Depth Increment 1.00 cfs .(~ Vt. "'-~f!J. ~Ct~ 09/10/98 01 :28 :25 PM -+ {,S Tt/~c. - l(., :::: lcvo c Go (l -S) Haestad Methods, Inc . 37 Brookside Road Waterbury , CT 06 708 (203) 755-1666 ~ \ \. r DtTU:-i ' Vvt l,y) FlowMaster v5 .13 Page 1 of 1 LONE STAR GOLF ACCESS DRIVEWAY CULVERT Rating Table for Circular Channel Project Description Project File c:\haestad\fmw\ls-golf.fm2 Worksheet LONE STAR GOLF ACCESS DRIVEWAY Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Constant Data Mannings Coefficient Channel Slope 0.013 0.002000 tuft ti lb ~ e o.-(..,, c~ 18.00 in --.--.. .......... ...-------------(_i_~_'"'_tz.cP c-<.b ccIU} Input Data Diameter Discharge Rating Table 09 /10/9 8 01 :55 :24 PM Discharge (cfs) 0 .00 0.50 1.00 1.50 2 .00 2 .50 3.00 3.50 4.00 4 .50 5.00 Minimum· 0.00 Depth (in) N/A 4.0 5 .6 7 .0 8 .2 9 .3 10.5 11.6 12.8 14.1 16 .1 Maximum 5.00 Velocity (fUs) 0.00 1.73 2.11 2 .36 2.55 2 .70 2 .82 2.91 Increment 0.50 cfs 2 .98 3.03~t:"). 2 .99 ~lCQ Haestad Methods , Inc. 37 Brookside Road Wate rbury , CT 067 08 (203) 755-1666 FlowMaster v5 .13 Page 1 of 1 OUTFALL DITCH LONE STAR GOLF ACADEMY Quick TR-55 Ver.5.44 Executed: 07 :12:32 S/N:1315430080 09-11-1998 LONE STAR GOLF ACADEMY PROPOSED OUTFALL DITCH * * * * * * 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. DITCH Runoff I c I 0.450 Area acres 3.21 Tc (min) Wtd. IC' 15.80 0.450 RETURN FREQUENCY = 2 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.450 5.040 Total acres 3.21 Peak Q (cf s) 7.28 Quick TR-55 Ver.5.44 Executed: 07:12:32 S/N:1315430080 09-11-1998 LONE STAR GOLF ACADEMY PROPOSED OUTFALL DITCH * * * * * * 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. DITCH Runoff 'C' 0.450 Area acres 3.21 Tc (min) Wtd. 'C' 15.80 0.450 RETURN FREQUENCY = 5 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.450 6.212 Total acres 3.21 Peak Q (cfs) 8 .97 Quick TR-55 Ver.5.44 Executed: 07:12:32 S/N:1315430080 09-11-1998 LONE STAR GOLF ACADEMY PROPOSED OUTFALL DITCH * * * * * * 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 . DITCH Runoff IC' 0.450 -------------------- Area ac::res 3.21 Tc (min) Wtd. 'C' 15.80 0.450 RETURN FREQUENCY = 10 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.450 7.014 Total acres 3.21 Peak Q (cfs) 10 .13 Quick TR-55 Ver.5.44 Executed: 07:12:32 S/N:1315430080 09-11-1998 LONE STAR GOLF ACADEMY PROPOSED OUTFALL DITCH * * * * * * 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. DITCH Runoff 'C' 0 .450 Area acres 3 .21 Tc (min) Wtd. IC' 15.80 0.450 RETURN FREQUENCY = 25 years 'C' adjustment, k = 1 · Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.450 8.030 Total acres 3 .21 Peak Q (cf s) 11.60 Quick TR-55 Ver.5.44 Executed: 07:12:32 S/N:l315430080 09-11-1998 LONE STAR GOLF ACADEMY PROPOSED OUTFALL DITCH * * * * * * 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. DITCH Runoff IC I 0.450 Area acres 3.21 Tc (min) Wtd. 'C' 15.80 0.450 RETURN FREQUENCY = 100 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.450 9.490 Total acres 3.21 Peak Q (cf s) 13.71 OUTFALL DITCH TO FRONTAGE ROAD DITCH Rating Table fo r Triangular Channe l Proje ct Description Project File c :\haestad\fmw\ls-golf.fm2 Worksheet OUTFALL DITCH TO FRONTAGE ROAD DITCH Flow Element Triangular Channel Method Manning 's Formula Solve For Channel Depth Cons tant Data Mann ings Coefficient Channel Slope Left Side Slope Right Side Slope Inpu t Data M inimum Discharge 5.00 ~at i ng Ta 61e 0.045 0.005000 ft/ft 6.000000 H : V 6.000000 H : V Maximum 15 .oo Dis charg e Depth Veloc ity (cfs) (ft) (ft/s) 5.00 0 .81 1.27 5.50 0 .84 1.30 6.00 0 .87 1.33 6.50 0.89 1.35 7.00 0.92 1.38 7.50 0.94 1.40 ~. 8.00 0.97 1.43 8.50 0.99 1.45 9.00 1.0 1 1.47 Increment o.50 cfs ~'Z.. .,,.. 9.50 1.03 1.49 Q..: uCY' 10 .00 1.05 -s 5 1.51 ~l<D 10.50 1.07 1.53 ~ 11 .00 1.09 1.54 11 .50 1.11 1.56 ~42.J;, t0 12 .00 1.13 1.58 ~ 12 .50 1.14 1.59 (/'> 13.00 1.16 1.61 13.50 .1 l .~ I I q,~ *l.otoJ~c-r:c0~ 5~\.. M, ~00 .__1 .62 ~to() 14 .00 1.19 1.64 14.50 1.21 1.65 09/11/98 07:20 :39 AM 15.00 1.22 1.67 ~Slr--<> c fol L. ~ Of::1 t~ c ~ l tJ G Hekt.A c4( ~u "1 o CLOVOL ~o '° fc;, Go vtGva.q G J FlowMaster v5 .13 Haestad Methods , Inc . 37 Brookside Road Waterbury , CT 06708 (203) 755-1666 Page 1 of 1 > > HESTER ENGINEERING COMPANY Civil Engineering Services 7607 Eastmark Dr ive Suite 253-8 COL ~EGE STATION , TEXAS 77840 PHONE (409) 693-1100 FAX (409) 693 -1075 E-mail: hec2000@aol.com WE ARE SENDING YOU '-s Attached D Under separate cover via ------,-----the following items: COPIES D Shop drawings D Copy of letter DATE NO. D Prints D Plans D Change order D THESE ARE TRANSMITIED as checked below: D For approval D For your use ~ As requested Approved as submitted D Approved as noted D Returned for corrections D Specifications D Resubm it ____ copies for approval D Submit ____ copies for distribution D Return ____ corrected prints D For review and comment o __________________________ _ D FOR BIDS DUE----------------0 PRINTS RETURNED AFTER LOAN TO US REMARKS __________________________________________ _ COLLEGE STATION P. 0 . Box 9960 1101 Texa s Av enue Tel : 409 764 3500 College Station , TX 77 842 I ent of Transportation ·ck Williams , P .E . f ¥rd )~ ~~)fu'J m v l ~i"' jg ii \L1tv'~ ,~ 1300 N . T exas enue I\ 1 ~ 1--rr 1 ~(f' 7 RE: Driveway Permit Utility Per t for the Lo~lfr Golf Academy located on State Highway 6 Frontage Road E orth of the existing gravel driveway to Horse Haven Bryan, Texas 7780 Estates Dear Mr. Williams: Please find cnclos e drivew ay permit and utih applicant is prop mg to construct a 24 foot wid e re · culvert with S as per City of College Station specs . Please r · ew this submittal at your earliest convenience and if you t me at 409-764-3570 . Sincerely, Iv~ W . Paul Kaspar Graduate Civil Engineer x c: Shirl ey Volk, Development Coordinator Veronica Morgan, P .E ., Assistant City Enginee r TxDOT Driveway Permit File Home of Texas A&M University HESTER ENGINEERING COMPANY CIVIL ENGINEERING SERVICES August 3, 1998 7607 EASTMARK DRIVE, SUITE 253-B COLLEGE STATION, TEXAS 77840 C409>693-1100 fx:C409>693-1075 email: hec2ooo@aol.com Mr. Paul Kaspar College Station Development Services Department P.O. Box 9960 College Station, TX 77842 Re: DRAINAGE LETTER LONE STAR GOLF ACADEMY 2301 EAST BYPASS 25.07 ACRE TRACT, MORGAN RECTOR SURVEY A-46 COLLEGE STATION, BRAZOS COUNTY, TEXAS Dear Paul, Hester Engineering Company has been retained by the developer of the proposed Lone Star Golf Academy, Mr. Jim Baetge, LSG Enterprises, LLC, 2301 East Bypass, College Station, Texas 77845, (409)693 -8900 to assure his development plans comply with the College Station Drainage Policy and Design Standards. Mr. Baetge is proposing to construct a golf academy consisting of a driving range, putting green, 2500 square foot pro shop, parking area and the associated infrastructure. I have visited the site and reviewed the grading plan submitted to my office, dated 7/23/98, prepared by golf course architect Mr. William Fitzpatrick, 4037 Falcon Ridge Drive, Haltom City, Texas 76137, (817) 514-6367. Existing conditions: The land drains in a southerly direction at approximately 0.5% slope to Wolf Pen Creek, Basin Reference No. 2, Regulatory Channel Reach No. I which is a primary channel. There are no "Special Drainage Basin and Channel Reach Design Standards" for this reach. No portion of the site is in the 100 year flood plain per Federal Emergency Management Agency FIRM Map No. 144 c. The tract has a natural high point at Appomattox Drive and the storm water sheet flows across the site to Wolf Pen Creek. The storm water that falls adjacent to the north property line flows away from the tract to the east through existing swales to Carter Creek and to the west via a Church parking lot. DRAINAGE LETIER -LONE STAR GOLF ACADEMY -PAGE 1 OF 2 PAGES The only water leaving the tract is the water that falls directly on the tract. This water sheet flows across the tract and eventually through numerous 12" diameter storm drain lines along an existing dirt road adjacent to the south property line of the tract . It is my understanding that the developer purchased the land from and has discussed the development plans with Mr. Burt Hermann, the down slope property owner. A request was made to Mr. Hermann to dedicate drainage easements but was declined due to the encumbrance it would place on his property. A portion of the site was a golf driving range and with the proposed improvements will increase in size. Proposed conditions: The proposed development will not dramatically change the existing drainage pathways, no additional dirt will be brought to the site however the existing dirt will be manipulated to form small berms and indentations. The Architect has prepared a drainage system which will drain these small areas and outfalls for these lines will be protected with rock rip rap. There will be no dramatic increase in impervious area. At present there is an existing building with a gravel drive and parking area which will be replaced with a larger building and a concrete parking area. Mr. Fitzpatrick, the architect will apply for the TXDOT permit . In conclusion City's Stormwater questions. this project is Design Standards. bmitted, XC : in compliance Please call Mr. Jim Baetge, LSG Enterprises, LLC attachments: Development Permit Application DRAINAGE LETIER · LONE STAR GOLF ACADEMY· PAGE 2 OF 2 PAGES with the with any DEVELOPMENT PERMIT PERMIT NO . 603 LONE STAR GOLF ACADEMY FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 2, Horse Haven Estates OWNER: JimBaetge LSG Enterprises 2301 East By Pass College Station, Texas 77845 409-693-8900 DRAINAGE BASIN: Wolf Pen Creek TYPE OF DEVELOPMENT: SITE ADDRESS: 2301 East By Pass This permit is valid for grading and construction within the limited area shown on the site grading plan. No construction or grading is allowed outside the highlighted area shown on the plan. No work is allowed in TxDOT's right-of-way. See other conditions spelled out on the approved limited grading plan. 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 . This permit, being temporary, is valid only within sixty (60) days of the date shown below, and is not intended to allow the complete development of the site as proposed. Any work performed after the expiration of this permit is not covered, and is considered unauthorized. 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 · ,,=of ity Co geStationthatapply. 0"~ Administrator/Represen -D-a-te-'o/i.....:o.,,c....-_....c...,,,___c;_ ______ _ Date Figure XU Development Permit City of College Station, Texas Sit e LegaiD<;scription 1L2111f Siu_ ~ Jia.oew...i "2~1 &-r ~·O~SS .Jtm "@;.AeTt&:l Sit e Owne r: LS0 ~-Cm:z_)')et 'CcS Address 1. ~I b.>T ~SS .S'. l?C l'1t3A Ar c hit e ct/ . ~~·~0L En g in ee r : (; .. Co nt ra ctor : C111t1Y~ f"kYqtH.<.. Cv re ,,oti S<S I D at e A pplication Fil e d: b • 3 · 4} (J Telephone :~ C,µ ""_oo Address1Ge'1 &rrw~~ ~. 1123 r(3 Tel e phone No : lf:SJ!> \I oo Add r e ss : BtJ9 ONiVe.v1'1'z p,, C ,J./D4B G S, Telephone No : (j'.ci) z,o-_8 ~ ...... Approved : ___________ _ Application is hereby made for the following development specific waterway alterations : hlt::N~ 0 Applic a tion Fee ~ Signed Certifications 0 Drainage and erosion control plan , with supporting Drainage Report two (2) copies each . 0 Site and Construction Plans, with supporting Drainage Report two (2) copies each . 0 Other: ------------------------------ ACKNOWLEDGMENTS : I, Jv1re~£-. G' HlST62-, design e ngineer4'·wRef, hereby a cknowledge or affirm th at : Th e information a nd conclusions contain ed in the abov e plans and supporting documents comply with the curre nt re quirements of the City of College Sta tion, Texas City Code, Chapter 13 and it s as so c iated Drain age Policy and Design Standards. As a coudition of approval of this pe rmit application , I ag re e to con proposed in this application according to these docum e nts an the Colle e Station City Code . Figure XU Development Permit City of College Station, Texas SiteLegalDescription L ~ ~ ~~ 1.~I ~-r ~,O~SS .Jt~ ~At::T~ l Site Owner LSG. t;:..,ii:ev.-~r~.s Address 1. ~I !i.>T ~ ss-.S'. L?t l7l!1/s Telephone : 1t4 C,13 ' oo Address1Ge>1 &1wu.-1t-~, 1h3 r(3 Telephone No: t'd?J?> \I oo . Vi.l~-~i;n_ Architect/ Engineer :~ C,. Address : ------------- Telephone No : _________ _ Date Application Filed : V • 3 · 4J U Approved: ___________ _ Application is hereby made for the following development specific waterway alterations: h-)ru~ 0 Application Fee ~ Signed Certifications 0 Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . 0 Site and Construction Plans, with supporting Drainage Report two (2) copies each . 0 Other: ------------------------------ ACKNOWLEDGMENTS: I , M re~t.-Gt Hi s-ren..-' desi gn engineer/.e'WF\SP, 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 the College Station City Code . Property Owner(s) Contractor