My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Ord 2009-073
San-Marcos
>
City Clerk
>
02 Ordinances
>
2000 s
>
2009
>
Ord 2009-073
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/13/2016 3:28:10 PM
Creation date
12/9/2009 10:10:59 AM
Metadata
Fields
Template:
City Clerk
City Clerk - Document
Ordinances
City Clerk - Type
Code of Ordinances
Number
2009-73
Date
12/1/2009
Volume Book
184
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
107
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
(4) For channels with slopes over three percent and with non-erodable velocities <br />(less than six feet per second), a rock pilot channel must be used to stabilize the <br />channel bed. <br />(5) Sediment and litter traps are required at the discharge point of parking areas for <br />commercial, industrial, and multifamily uses. <br />(6) Storm drain inlets for all development except for single-family and two-family <br />residential development must be equipped with inlet baskets to capture litter from <br />parking areas. <br />(b) Detention Required. Drainage facilities will be designed and constructed so that the rate <br />of runoff at each existing discharge location from a site after construction shall be equal <br />to or less than the site's runoff prior to construction. Rate of runoff shall be computed on <br />a 25-year storm peak flow using the City of Austin Drainage Criteria Manual, if a <br />separate water quality pond is required for the development. If a separate water quality <br />pond is not required, the rate of runoff shall computed on both a two-year and a 25-year <br />peak storm flow using the City of Austin Drainage Criteria Manual. Computation of the <br />rate of runoff shall be based on an assumption of a fully developed contributing drainage <br />area or watershed. <br />(c) Waiver of Detention. Detention will be waived for single-family residential and small <br />projects with less than 5,000 square feet of impervious cover, including buildings, <br />parking lots and sidewalks. Runoff from development shall be discharged as sheet flow <br />through grass areas to reduce peak runoff rates and provide for filtering of sediments <br />prior to exiting property. <br />Section 5.4.2.1 Purpose, Applicability, Exceptions and Coordination <br />(a) Purposes. <br />(1) The purpose of this Section is to specify standards and procedures for <br />reclamation or alteration of floodplain land consistent with the City's objectives to <br />maintain water quality, preserve natural areas and trees, assure the safety and <br />welfare of its residents with respect to flood hazards, and to implement in part <br />Master Plan policies relating to environmental quality and open space. <br />(2) It is the intent of the City Council that the requirements of this Section be <br />consistent with requirements contained in the City's Flood Damage Prevention <br />Regulations, and with federal requirements pertaining to the Federal Emergency <br />Management Agency's authority concerning flood hazards and the Corps of <br />Engineer's jurisdiction over waters of the United States, including wetlands under <br />Section 404 of the Clean Water Act. <br />(3) It is the further intent of this Section that development on floodplain land be <br />integrated with the City's standards for preserving water quality and providing <br />open space. <br />(4) Land located within the floodplain may be reclaimed or altered for purposes of <br />development only in accordance with the standards and procedures set forth in <br />this Section. <br />(b) Applicability. The standards in this Division apply whenever a property owner seeks to • <br />reclaim, excavate or otherwise alter land within the design floodplain of a waterway that <br />has a contributing drainage area of 120 acres or more. For purposes of this Article, any
The URL can be used to link to this page
Your browser does not support the video tag.