D.C. Municipal Regulations (Last Updated: September 13, 2017) |
Title 21. WATER AND SANITATION |
Chapter 21-5. WATER QUALITY AND POLLUTION |
Section 21-524. STORMWATER MANAGEMENT: PERFORMANCE REQUIREMENTS FOR MAJOR REGULATED PROJECTS IN THE ANACOSTIA WATERFRONT DEVELOPMENT ZONE
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524.1An Anacostia Waterfront Development Zone site (AWDZ site) is a site within the Anacostia Waterfront Development Zone (AWDZ) that undergoes a major regulated project that is publicly owned or publicly financed.
524.2An AWDZ site shall employ each Best Management Practice (BMP) and land cover necessary to meet the requirements of this section until site redevelopment that follows a Department-approved Stormwater Management Plan occurs.
524.3Except for activities exempted under this chapter, if a provision of this section conflicts with any other provision of this chapter, an AWDZ site shall be subject to the more stringent provision.
524.4An AWDZ site that undergoes a major land-disturbing activity shall achieve treatment of the rainfall from the ninety-fifth (95th) percentile rainfall event for the District of Columbia, measured for a twenty-four (24)-hour rainfall event with a seventy-two (72)-hour antecedent dry period (1.7 inch rainfall event) by:
(a) Employing each BMP necessary to treat the 1.7 inch Water Quality Treatment Volume (WQTv) equal to the difference between:
(1) The post-development runoff from the 1.7 inch rainfall event; and
(2) The 1.2 inch Stormwater Retention Volume (SWRv);
(b) Calculating the WQTv in subsection (a) as follows:
WQTv= ([P × [(RvI × %I) + (RvC × %C) + (RvN × %N)] × SA] × 7.48 /12)-SWRv
WQTv= volume, in gallons, required to be retained or treated, above and beyond the SWRv
SWRv= volume, in gallons, required to be retained
P= 95th percentile rainfall event for the District (1.7 inches)
RvI= 0.95 (runoff coefficient for impervious cover)
RvC= 0.25 (runoff coefficient for compacted cover)
RvN= 0.00 (runoff coefficient for natural cover)
%I = post-development percent of site in impervious cover
%C = post-development percent of site in compacted cover
%N = post-development percent of site in natural cover
SA =surface area in square feet, of land-disturbing activity
where the surface area under a BMP shall be calculated as part of the impervious cover (%I); and
(c) Employing each post-development land cover factored into the WQTv.
524.5An AWDZ site that undergoes a major substantial improvement activity and does not undergo a major land-disturbing activity shall:
(a) Comply with the performance requirements for major substantial improvement activity, except that the Stormwater Retention Volume (SWRv) shall be equal to the post-development runoff from the eighty-fifth (85th) percentile rainfall event for the District of Columbia, measured for a twenty-four (24)-hour rainfall event with a seventy-two (72)-hour antecedent dry period (1.0 inch rainfall event);
(b) Achieve treatment of the rainfall from the ninety-fifth (95th) percentile rainfall event for the District of Columbia, measured for a twenty-four (24)-hour rainfall event with a seventy-two (72)-hour antecedent dry period (1.7 inch rainfall event) by:
(1) Employing each BMP necessary to treat the 1.7 inch Water Quality Treatment Volume (WQTv) equal to the difference between:
(A) The post-development runoff from the 1.7 inch rainfall event; and
(B) The 1.0 inch SWRv;
(2) Calculating the WQTv in subsection (b) as follows:
WQTv = ([P × [(RvI × %I) + (RvC × %C) + (RvN × %N)] × SA] × 7.48 /12)-SWRv
WQTv= volume, in gallons, required to be retained or treated, above and beyond the SWRv
SWRv= volume, in gallons, required to be retained
P= 95th percentile rainfall event for the District (1.7 inches)
RvI= 0.95 (runoff coefficient for impervious cover)
RvC= 0.25 (runoff coefficient for compacted cover)
RvN= 0.00 (runoff coefficient for natural cover)
%I = post-development percent of site in impervious cover
%C= post-development percent of site in compacted cover
%N= post-development percent of site in natural cover
SA= surface area in square feet,
where, the surface area under a BMP shall be calculated as part of the impervious cover (%I); and
(3) Employing each post-development land cover factored into the WQTv.
524.6A major regulated project in the AWDZ may achieve on-site treatment for WQTv with:
(a) On-site treatment designed to remove eighty percent (80%) of Total Suspended Solids;
(b) On-site retention; or
(c) Direct conveyance of stormwater from the site to an approved shared BMP with sufficient available treatment or retention capacity.
524.7An AWDZ site may achieve part of the WQTv by using off-site retention if:
(a) Site conditions make compliance technically infeasible, environmentally harmful, or of limited appropriateness in terms of impact on surrounding landowners or overall benefit to District waterbodies; and
(b) The Department approves an application for relief from extraordinarily difficult site conditions.
524.8An AWDZ site that achieves a gallon of Off-Site Retention Volume (Offv) by using Stormwater Retention Credits (SRCs) certified for retention capacity located outside of the Anacostia watershed shall use 1.25 SRCs for that gallon of Offv.
524.9An AWDZ site shall obtain Department approval of an integrated pesticide management plan meeting the requirements of the Department’s Stormwater Management Guidebook.
524.10A major regulated project in the AWDZ shall achieve the required level of stormwater management using one or more of the following methods, in the following order of preference:
(a) Vegetated BMPs and land covers designed to retain and beneficially use stormwater;
(b) Where compatible with groundwater protection, non-vegetated infiltration BMPs;
(c) Other low impact development practices;
(d) Collection and use of stormwater for on-site irrigation and other purposes; and
(e)Other on-site BMPs or design methods approved by the Department.