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DIVISION 5. STORMWATER MANAGEMENT
The Storm Water Management and Sediment Control section of the C-SWPPP shall comply with SCDHEC’s Regulations 72-300 and the NPDES General Permit for Storm Water Discharges from Construction Activities and contain minimum storm water control requirements to accomplish the following:
(a) Storm water management facilities to limit the 2-year, 10-year and 25-year developed peak discharge rates to pre-developed peak discharge rates using a storm with a duration of 24 hours with a SCS Type II distribution and pass the 100-year, 24-hour storm event. The design of these facilities shall be based on; procedures contained in the Storm Water Management Design Manual or approved by the Director.
(b) The requirements, or portions of this section may be waived by the Director if it can be shown by detailed engineering calculations and analysis which are acceptable to the Director that one of the following conditions exist:
(1) The installation of storm water management facilities would have insignificant effects on reducing downstream flood peaks; or
(2) The installation of storm water management facilities are not needed to protect downstream developments and the downstream drainage system has sufficient capacity to receive any increase in runoff for the design storm; or
(3) The installation of storm water management facilities to control developed peak discharge rates at the exit to a proposed development would increase flood peaks at some downstream locations; or
(4) The installation of storm water management facilities are not needed to control developed peak discharge rates and installing such facilities would not be in the best interest of the County.
(c) The requirements, or portions thereof, of § 8-84(a) may not be waived if the Director determines that not controlling downstream flood peaks would increase known flooding problems, or exceed the capacity of the downstream drainage system.
(d) A waiver shall only be granted after a written request is submitted by the applicant containing descriptions, drawings, and any other information that is necessary to evaluate the proposed land disturbing activity. A separate written waiver request shall be required if there are subsequent additions, extensions, or modifications which would alter the approved storm water runoff characteristics to a land disturbing activity receiving a waiver. The Director will conduct a review of the request for a waiver within 10 working days. Failure of the Director to act by the end of the tenth working day will result in the automatic approval of the waiver.
(e) For all storm water management facilities, a hydrologic-hydraulic study shall be done showing how the drainage system will function with and without the proposed facilities. For such studies the following land use conditions shall be used. Existing land use data shall be determined by comparing the most recent aerial photograph to historical aerial photographs at the period of time prior to the County adopting storm water management requirements and field checked to confirm the current site conditions.
(1) For the design of the facility outlet structure, use developed land use conditions for the area within the proposed development and existing land use conditions for upstream areas draining to the facility.
(2) For any analysis of flood flows downstream from the proposed facility, use existing land use conditions for all downstream areas.
(3) All storm water management facilities emergency spillways shall be checked using the 100-year storm and routing flows through the facility and emergency spillways. For this analysis, developed land use conditions shall be used for all areas within the analysis.
(4) The effects of existing upstream detention facilities can be considered in the hydrologic-hydraulic study.
(f) A downstream peak flow analysis which includes the assumptions, results and supporting calculations to show safe passage of post-development design flows downstream. The analysis of downstream conditions in the report shall address each and every point or area along the project site’s boundaries at which runoff will exit the property. The analysis shall focus on the portion of the drainage channel or watercourse immediately downstream from the project. This area shall extend downstream from the project to a point in the drainage basin where the total area of the development comprises 10% of the total basin area. In calculating runoff volumes and discharge rates, consideration may need to be given to any planned future upstream land use changes. The analysis shall be performed in accordance with the County’s Storm Water Design Manual.
(g) All storm water systems shall be designed to have no increase in velocity, peak flow, water surface level elevation in relationship to upstream, adjacent, and downstream property in the 100-year storm, unless an adequate permanent drainage easement is obtained.
(1976 Code, § 8-80) (Ord. 3551, passed 11-11-2001; Ord. 4281, passed 5-5-2009; Ord. 4698, passed 5-5-2015)
(a) All storm water runoff generated from a site shall be adequately treated before discharge in order to ensure maximum pollutant removal is achieved to the extent where these discharges shall not cause or contribute to violations of the water quality standards. It will be presumed that a storm water management system complies with this requirement if:
(1) The preferred method is to design water quality BMPs to trap 85% of total suspended solids (TSS) based on annual loadings by particle class. An alternative method as a default criterion is to design BMPs, to capture the first inch of runoff from the impervious area of the site and discharge it over a 24-hour period.
(2) The Director has discretion to require more stringent controls for water quality where the Director determines the minimum standards of this section are not adequate. Areas where more stringent controls may apply include outstanding resource waters, trout waters, wetlands, steep slopes, 303(d) listed waters, TMDLs or other sensitive areas.
(b) All development and redevelopment projects and portions of redevelopment projects disturbing 1 acre or more or that will result in more than 1 cubic foot per second increase in peak runoff rates shall meet the requirements of this section even though there is not a change in land use.
(Ord. 4281, passed 5-5-2009; Ord. 4698, passed 5-5-2015)
(a) Stormwater management facilities may include structural and non-structural practices. Natural swales and other natural runoff conduits shall be retained where practicable.
(b) Where additional stormwater management facilities are required to satisfy the minimum control requirements, the following measures are examples of what may be used in their order of preference:
(1) Low impact development (LID) practices, such as minimizing the area of streets, parking lots and rooftops; bio-retention swales and basins; porous pavement; or other innovative measures to reduce runoff volume and protect water quality;
(2) Facilities designed to encourage overland flow, slow velocities of flow, and flow through buffer zones;
(3) Regional stormwater detention structures (dry basins);
(4) Regional stormwater retention structures (wet basins);
(5) On-site stormwater detention structures (dry basins);
(6) On-site stormwater retention structures (wet basins); and
(7) Infiltration practices, where permeable soils are present.
(c) Where detention and retention structures are used, designs which consolidate these facilities into a limited number of large structures are preferred over designs which utilize a large number of small structures, unless LID features are used to provide post construction water quality.
(d) C-SWPPPs can be rejected by the Director if they incorporate structures and facilities which have the potential to result in significant long-term maintenance problems. The structure design parameters outlined in the Design Manual must be met to prevent being rejected.
(e) The drainage system and all stormwater management structures within the County (including both public and private portions) will be designed to the same engineering and technical criteria and standards. The Land Development Division’s review will be the same whether the portion of the drainage system will be under public or private control or ownership.
(f) All stormwater management measures shall be designed in accordance with the design criteria contained in the Stormwater Management Design Manual using procedures contained in this manual or procedures approved by the Director.
(1976 Code, § 8-81) (Ord. 3551, passed 11-11-2001; Ord. 4281, passed 5-5-2009; Ord. 4698, passed 5-5-2015)
The hydrologic criteria to be used for the C-SWPPP’s Stormwater Management and Sediment Control section shall be as follows:
(a) Twenty-five-year 24-hour duration design storm for all cross-drain culverts and drainage designs.
(b) Ten-year design storm for all interior culverts and drainage conveyance system designs, plus 25-year design storm for all channels conveyances.
(c) Two-year, 10-year and 25-year design storms for all detention and retention basins using procedures contained in the Stormwater Management Design Manual or approved by the Director.
(d) All drainage designs shall be checked using the 100-year storm for analysis of local flooding, and possible flood hazards to adjacent structures and/or property.
(e) All hydrologic analysis will be based on land use conditions.
(f) For the design of storage facilities, a secondary outlet device or emergency spillway shall be provided to discharge the excess runoff in such a way that no danger of loss of life or facility failure is created. The size of the outlet device or emergency spillway shall be designed to pass the 100-year storm as a minimum requirement.
(1976 Code, § 8-83) (Ord. 3551, passed 11-11-2001; Ord. 4281, passed 5-5-2009; Ord. 4698, passed 5-5-2015)
(a) The Director may allow the payment of a fee-in-lieu of on-site stormwater storage to fulfill all or part of the on-site stormwater storage requirement.
(b) The following fee-in-lieu of stormwater storage procedures shall be used by the Director for requiring and collecting fee-in-lieu of revenues for stormwater storage requirements in this article:
(1) The applicant may submit a written request for the payment of a fee-in-lieu of on-site stormwater storage to fulfill all or part of the on-site detention requirements established by this article. A request for fee-in-lieu of on-site stormwater storage shall be either rejected or approved by the Director within 45 days of the written request unless additional engineering studies are required.
(2) Fee-in-lieu of on-site stormwater storage shall be the estimated construction cost of the applicant’s proposed and approved on-site stormwater storage, including land costs, as approved by the Director.
(c) A fund will be maintained by the County for the purpose of identifying and controlling all revenues and expenditures resulting from fee-in-lieu of on-site stormwater storage approvals. All fee-in-lieu of on-site stormwater storage revenues received from each watershed shall be deposited in these funds for use within that watershed.
(d) Fee-in-lieu of on-site stormwater storage revenues may be used to plan, design or construct an upgrade to existing or future stormwater management systems if the upgrades are consistent with a stormwater master plan, floodplain study or stormwater system improvement that has been approved the Director.
(e) All fees shall be refunded to the person who paid the fee, or to the person’s successor in interest, whenever the County fails to encumber the fees collected within 10 years from the date on which such fees are collected. Refunds shall be made provided the person, who paid the fee, or that person’s successor, files a request with the County for the return of the fees within 1 year from the date on which the fees are required to be encumbered.
(Ord. 4281, passed 5-5-2009; Ord. passed 5-5-2015)
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