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<br />(2) Minimize duplication of requirements and conflict between ordinances; and <br /> <br />(3) Facilitate the expeditious processing of development applications, to the <br />greatest practicable extent. <br /> <br />SECTION 5. Section 94.161 of the City Code is amended as follows (underlining indicates added <br />language and ovcrM1:ike indicates deleted language): <br /> <br />Sec. 94.161. Article additional to subdivision requirements. <br /> <br />This article sets out additional requirements for the subdivision and development of <br />land located in the San Marcos River Corridor. A person wishing to subdivide land in the <br />corridor must comply with both these special requirements and with the applicable <br />requirements of chapter 110 pertaining to subdivisions. If a conflict occurs between the <br />requirements of this article and those of chapter 110 or of any other ordinance, the more <br />stringent requirements of this attidc shall govern. <br /> <br />SECTION 6. Section 94.184 of the City Code is amended as follows (underlining indicates added <br />language and ovcrsttik-e indicates deleted language): <br /> <br />Sec. 94.184. Water quality control. <br /> <br />(a) No impervious cover shall be allowed within the first 100 feet ofthe bank. <br /> <br />Oil Under this article, any development between 100 and 200 feet of the bank is <br />required to follow the requirements of this section. Any development more than 200 feet <br />from the bank that can achieve overland drainage of stormwater runoff is exempt from this <br />section. <br /> <br />ill tb:1 Water quality detention or sedimentation basins shall be situated and <br />constructed to capture and hold at least the first one-half inch of runoff from all impervious <br />cover. All subsequent runoff in excess of the design capacity 6fthe basins shall bypass the <br />basins and remain segregated from the contained runoff waters in a peak shaving basin up <br />to the capacity specified in the Austin Drainage Criteria Manual. <br /> <br />@ teJ The design of all water quality basins shall allow an average residence time <br />of24 hours for the first one-half inch of runoff from all impervious cover. <br /> <br />~ td1 The design of all water quality basins shall incorporate efficient removal of <br />contaminants, including but not limited to lead, zinc, iron, total phosphorous, total nitrogen, <br />total suspended solids, and fecal coliform bacteria generated as a consequence of the SMRC <br />development for which a basin is designed as approved by the director in accordance with <br />the Contaminant Removal Guidelines of the City of San Marcos. These basins shall be <br />maintained at all times so that efficient removal of the contaminants is continuous. <br /> <br />ill teJ Disposal of removed or filtered contaminants shall be as approved by the <br />director in accordance with the Contaminant Removal Guidelines of the City of San Marcos. <br /> <br />(g) ffl Input to and release from water quality basins shall utilize grass-lined swales <br />and/or overland flow dispersion measures. <br /> <br />SECTION 7. Section 94.1 88(a)(1) of the City Code is amended as follows (underlining indicates <br />added language and o v Grsttikc indicates deleted language): <br /> <br />(1) Thirty per cent on land that slopes less more than 15 per cent; <br /> <br />SECTION 8. If any word, phrase, clause, sentence, or paragraph of this ordinance is held to be <br />unconstitutional or invalid by a court of competent jurisdiction, the other provisions of this ordinance <br />