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Home My WebLink About02-00500154- 00074400SECTION 2: WATER AND SEWER SERVICES A. WATER SERVICE Resident customers using water within the corporate limits of the City shall have a service charge-and a usage charge as established in Section 2, Sub-Section E. B. SEWER SERVICE (1) Individually metered Residential I or II customers using sewage service for household purposes shall have a service charge and a usage charge as established in Section 2, Sub-Section E. (2) Non-individually metered Residential I and II customers and all Residential III customers using sewage service for household purposes, shall have a monthly charge as established in Section 2, Sub-Section E. All commercial and/or industrial business establishments within. the corporate limits of the City shall have a service and usage charge as established in Section 2, Sub-Section E. C. WATER AND SEWER CONNECTIONS All customers connecting to the water or sewerage system within or outside the corporate limits of the City will have a service charge as established in Section 2, Sub-Section E. D. WHEN SEWER CONNECTIONS REQUIRED (1) Proximity to Public Sewer Every owner of a building or part thereof occupied by people for any purpose, any part of the day or night, situated on any City block in the City where a public sewer is laid and maintained within one hundred fifty feet (150) from the nearest lot line on which said building is located is required to install within said building or part of a building a water closet or water closets and have them connected to the sewer. Owners of buildings coming within the terms of this subsection and located on acreage tracts shall be required to install a water closet or water closets and connect same to the sewer if the said building at its nearest point is within two hundred fifty feet (250) from the sewer. Said water closets shall, when required, discharge into the sewer. (2) Workmanship and Materials All workmanship and materials used in installing water closets required under this sub- section shall comply with the requirements of the City plumbing ordinance. (3) Written Notice Written notice shall be given by the plumbing inspector to property owners violating paragraph (1) of this subsection, said notice to inform the property owner that the water closet shall be installed and sewer connection made not later than sixty (60) days after date of the notice. (4) Contractors to Provide Facilities I! Contractors and others who employ workmen outside of buildings shall provide water closet facilities acceptable to the plumbing inspector, within twenty-four (24) hours of time of notice of such requirement. Said facilities shall be maintained in sanitary condi- tion. 11-10 Rev. 4/98 SECTION 4: SPECIAL PROVISIONS 4-A Plat Required The subdivider of a tract of land located within the limits or in the extraterritorial jurisdiction of the City shall prepare and submit for approval a plat of the subdivision in accordance with Section 6 of this Chapter. 4-B Unapproved Final Plat No building, repair, plumbing, or electrical permit shall be issued by the City for any structure on a lot in a subdivision for which a final plat has not been approved and filed for record. 4-C Noncompliance With Standards No building repair, plumbing or electrical permit shall be issued for any structure on a lot within a subdivision in which the standards contained herein or referred to herein have not been complied with in full. 4-D No City Maintenance The City shall not repair, maintain, install or provide any streets or public utilities or services in any subdivision for which a final plat has not been approved and filed for record, nor in which the standards contained herein or referred to herein have not been complied with in full. 4-E No Utility Service The City shall not sell or supply water, gas, electricity, or sewerage within a subdivision for which a final plat has not been approved and filed for record, nor in which the standards contained herein have not been complied with in full. 4-F Enforcement On behalf of the City, the City Attorney shall, when directed by the City Council, institute appropriate action in a court of competent jurisdiction to enforce the provisions of this ordinance or the standards referred to herein with respect to any violation thereof which occurs within the City, within the extraterritorial jurisdiction of the City, as such jurisdiction is determined under the Municipal Annexation Act, or within any area subject to all or part of the provisions of this ordinance. 4-G Record of Noncompliance If any subdivision exists for which a final plat has not been approved or in which the standards contained herein or referred to herein have not been complied with in full, the City Council shall pass a resolution reciting the fact of such noncompliance or failure to secure final plat approval, and reciting the fact that the provisions of paragraphs 4-B, 4-C, 4-D, and 4-E of this section shall apply to the subdivision and lots therein. (1) The City secretary shall, when directed by the City Council, cause a certified copy of such resolution under the corporate seal of the City to be filed in the Deed Records of the County. (2) If such compliance and final plat approval are secured after the filing of such resolution, the City Secretary shall forthwith file an instrument in the Deed Records of the County stating that Paragraphs 4-13, 4-C, 4-D, and 4-E no longer apply. 4-H Grandfathered Provided, however, that the provisions of this section shall not be construed to prohibit the issuance of permits for any lot or undivided tract or parcel of land upon which a residence exists and was in existence prior to the passage of this subdivision ordinance, nor to prohibit the repair, maintenance, or installation of any street or public utility service for, to, or abutting any lot, the last record conveyance of which prior to passage of this ordinance was by metes and bounds, and/or 9-4 Rev. 2/02 RABON MEICALF ENGINEERING r ® Y POSY OFFICE BOX 92_53 19791 690-()179 - NMF i 1979} 690-0329 -0 AX COLLEGE STATION. TEXAS 77842 (979) 219-4174 - CELL EMAIL: RMENGINEERVLFNO.COM July 22, 2002 Spencer Thompson, E.I.T. City of College Station 1101 Texas Avenue College Station, Texas 77842 RE: Rainbow Play Systems of the Brazos Valley - Drainage Letter RME No. 107-0112 Dear Mr. Thompson: Please find attached the following findings, calculations and attachments for the above referenced project's drainage evaluation. This drainage letter and the supporting design methods were performed in accordance with the City of College Station's Drainage Design Policies and Standards. Using the Rational Method the pre-development and post-development runoff values were obtained for the proposed improvements located within the 2.426 acre tract. The proposed improvements general consist of a 600 square-foot building and graveled areas for playground equipment. Resulting runoff calculations for these improvements are attached and yielded a 2.07 cfs runoff value for pre-development conditions and 2.66 cfs for post-development during the 100-year rainfall event. This difference is approximately 0.50 cfs which is a negligible amount. Therefore, no detention facility will be required. The attached engineering calculations are issued for the before stated drainage improvements and are issued by me and are applicable to this project. Please call should you have any questions are require assistance. OF T~~CCyy'~ OOW C, e • e•••••oee••ee•e•••ee RABON A. METCALF eee•••eee•••eee••eee 88583 e ~~~'o,-q: CENS~~•~~~/ rm 7 Filename: CDI-107-0112-L04 Page - 1 Rabon A. Metcalf, P.E. Rational Method Calculations GENERAL INFORMATION Description: Rainbow Play Systems at pre-development conditions Drainage Area (APRE) = 0.49 acres TIME OF CONCENTRATION (T GIVEN RESULT Maximum Travel Distance (DPRE) = 200 ft Tc(PRE) = 6.7 min. Velocity of Runoff (VPRE) = 0.50 n/r,. Coefficient of Runoff (CPRE) = 0.36 "NOTE: Minimum Tc allowed= 10 min. 2 YEAR FREQUENCY. RATE OF DISCHARGE Coefficient (e) = 0.806 Rainfall Intensity (12) = 6.327 '"/h, Coefficient (b) = 65 Q2 = 1.13 cfs Coefficient (d) = 8 5 YEAR FREQU ENCY. RATE OF DISCHARGE (Q) Coefficient (e) = 0.785 Rainfall Intensity (15) = 7.693 in /111 Coefficient (b) = 76 Q6 = 1.37 cfs Coefficient (d) = 8.5 10 YEAR FREQ UENCY. RATE OF DISCHARGE (Q) Coefficient (e) = 0.763 Rainfall Intensity (170) = 8.635 "'/h, Coefficient (b) = 80 Q10 = 1.54 cfs Coefficient (d) = 8.5 25 YEAR FREQ UENCY. RATE OF DISCHARGE (Q) Coefficient (e) = 0.754 Rainfall Intensity (125) = 9.861 in/hr Coefficient (b) = 89 Q26 = 1.75 cfs Coefficient (d) = 8.5 50 YEAR FREQ UENCY. RATE OF DISCHARGE (Q) Coefficient (e) = 0.745 Rainfall Intensity (150) = 11.148 1n/hr Coefficient (b) = 98 Qsu = 1.98 Cfs Coefficient (d) = 8.5 100 YEAR FRE QUENCY. RATE OF DISCHARGE (Q) Coefficient (e) = 0.73 Rainfall Intensity (1100) = 11,639'"/h► Coefficient (b) = 96 Q100 = 2.07 cfs Coefficient (d) = 8 107-0112 Rational Method (Simple) A-1 l Rational Method Calculations GENERAL INFORMATION Description: Rainbow Play Systems at post-development conditions Drainage Area (A1) = 0.07 acres (impervious area) Drainage Area (A2) = 0.42 acres (landscaped or unimproved area) TIME OF CONCENTRATION (T GIVEN RESULT Maximum Travel Distance (D1) = 100 ft Tel = 0.8 min. Velocity of Runoff (V1) = 2.001[/..c Coefficient of Runoff (C1) = 0.90 Maximum Travel Distance (D2) = 100 ft TC2 = 1.7 min. Velocity of Runoff (V2) = 1.00 a/,.c Coefficient of Runoff (C2) = 0.39 **NOTE: Minimum Tc allowed= 10 min . Tc(pos-r) = 2.5 min. 2 YEAR FREQUENCY, RATE OF DISCHARGE (Q) Rainfall Intensity (12) = 6.327 in/hr Coefficient (e) = 0.806 QAREA t = 0.402 cfs Coefficient (b) = 65 QAREA 2 = 1.045 cfs Coefficient (d) = 8 Qz = 1.45 cfs 5 YEAR FREQUENCY, RATE OF DISC HARGE (Q) Rainfall Intensity (I5) = 7.693 in/hr Coefficient (e) = 0.785 QAREA 1 = 0.489 cfs Coefficient (b) = 76 QAREA 2 = 1.271 cfs Coefficient (d) = 8.5 Q5 = 1.76 cfs 10 YEAR FREQUENCY, RATE OF DISCHARGE (Q) Rainfall Intensity (110) = 8.635 in /h, Coefficient (e) = 0.763 QAREA I = 0.549 cfs Coefficient (b) = 80 QAREA 2 = 1.426 cfs Coefficient (d) = 8.5 Q10 = 1.97 cfs 25 YEAR FREQUENCY, RATE OF DIS CHARGE (Q) Rainfall Intensity (125) = 9.861 In/hr Coefficient (e) = 0.754 QAREA 1 = 0.626 cfs Coefficient (b) = 89 QAREA 2 = 1.629 cfs Coefficient (d) = 8.5 Q26 = 2.26 cfs 50 YEAR FREQUENCY. RATE OF DISCHARGE (Q) Rainfall Intensity (150) = 11.148 i°/hr Coefficient (e) = 0.745 QAREA 1 = 0.708 cfs Coefficient (b) = 98 QAREA 2 = 1.841 cfs Coefficient (d) = 8.5 Q50 = 2.55 cfs 100 YEAR FREQUENCY, RATE OF DI SCHARGE (Q) Rainfall Intensity (1100) = 11.639'"/h, Coefficient (e) = 0.73 QAREA t = 0.739 cfs Coefficient (b) = 96 QAREA 2 = 1.922 cfs Coefficient (d) = 8 0100 = 2.66 cfs 107-0112 Rational Method (Simple) A-2 SEP-26-03 03:47 AM MUNCHKINS.RAINBOW 9796908119 RAINBOW PLAY SYSTEMS OF THE BRAZOS VALLEY 4020 State Hwy 6 South College Station, Texas 77845 979-690-9888 979-690-8119(fax) MEMORANDUM September 25, 2003 TO: Bridgette George, Assistant Development Manager, Via fax 7643496 FROM: Camy Sturdivant, Owner case file #02-00500154 SUBJECT: RAINBOW PLAY SYSTEMS OF THE BRAZOS VALLEY - Irrigation Plan As per the fax that we received 9-2403, the water meter was installed by the city. To our knowledge, it is not in the PUE or ROW. It is believed to be tapped off of the fire hydrant supply line. The irrigation system is protected by a Double-Check Back Flow Device and installed as per City Ordinance 2394. It has been tested and passed. Please find testing report attached. If you need additional information, please call me at 690-9688. P.01 as-1s~ Attachments: Irrigation plan Backflow Prevention Assembly Test and Maintenance Report SEP-26-03 03:48 AM MUNCHKINS.RAINPOW JJN-lti-LJWj3 04:34P FROM: Wm ="W" to rte` -poor ~,t r~ cw4■ w"tsm, tan mo s!*n Ilk 4RJM 9796908119 P.03 70:6908119 P:2,12 a W T!CITj Ww Mw-9T-Nnr t ti.sbr F:6~cr, ' 11 As. 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