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<br />plan schedules these items in the overall scheme of <br />development; <br /> <br />(ii) A list of such erosion controls and maintenance <br />thereof; <br /> <br />(iii) Slope stabilization techniques to be employed; and <br /> <br />(iv) Method of restoration, including vegetative types <br />as outlined in the Soil Conservation Service manual <br />"Erosion and Sediment Control Guidelines for <br />Developing Areas in Texas". <br /> <br />(v) Technical data showing runoff rates, soil types, <br />quantities, etc. on appropriate exhibits, such as <br />soil type, runoff, etc. <br /> <br />(vi) Calculations of existing, proposed, and maximum <br />allowable impervious cover in accordance with <br />Appendix 1. <br /> <br />b. The erosion control and construction sequencing plan <br />shall include the following items: <br /> <br />(i) A detailed erosion/sedimentation control plan and <br />construction sequencing plan, as herein <br />required. The smallest areas of soil shall be <br />exposed for the shortest period possible. <br /> <br />(ii) Location of temporary erosion controls with <br />maintenance note. The plan shall show the physical <br />details of the controls. <br /> <br />(iii) A construction sequencing list, including the <br />timing of the use of various controls in relation <br />to steps in the construction. <br /> <br />(iv) Clearing for the temporary storage of spoil or <br />construction equipment or for the permanent <br />disposal of fill material or spoils, shall be so <br />designated on the site plan. <br /> <br />(v) The location, type of use and total percentage of <br />proposed and existing impervious cover on the site. <br />Location of all temporary and permanent runoff <br />detention basins, constructed and altered waterways <br />and other physical facilities to be installed to <br />comply with the terms of this chapter. <br /> <br />(vi) Preliminary plans for water and wastewater line <br />installation shall be submitted with the site <br />development plan and shall include the use of <br />minimum construction corridor widths, minimum use <br />of blasting that might disturb subsurface faults <br />and fractures, and the use of runoff and erosion <br /> <br />5 <br />