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City of Manchester, MO
St. Louis County
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Table of Contents
Table of Contents
[Ord. No. 08-1852 §1, 2-19-2008]
A. 
When a site development plan is submitted to the City that is considered a redevelopment project, decisions on permitting and on-site stormwater requirements shall be governed by special stormwater sizing criteria found in the then current Metropolitan St. Louis Sewer District (MSD) Storm Water Design Manual. These criteria are dependent on the amount of impervious area created by the redevelopment and its impact on water quality. Final authorization of all redevelopment projects will be determined after a review by the City's Planning and Zoning Commission. The City Engineer is to certify that the MSD sizing criteria is met prior to the submittal of development plans to the Planning and Zoning Commission.
B. 
All site designs shall establish stormwater management practices to control the peak and overflow rates of stormwater discharge associated with specified design storms and reduce the generation of stormwater. These practices should seek to utilize pervious areas for stormwater treatment and to infiltrate stormwater runoff from driveways, sidewalks, rooftops, parking lots and landscaped areas to the maximum extent practical to provide treatment for both water quality and quantity.
C. 
All stormwater runoff generated from new development shall not discharge untreated stormwater directly into a jurisdictional wetland or local water body without adequate treatment. Where such discharges are proposed, the impact of the proposal on wetland functional values shall be assessed using a method acceptable to the City and MSD. In no case shall the impact on functional values be any more than allowed by the U.S. Army Corps of Engineers (USCOE) or the Missouri Department of Natural Resources (MDNR).
D. 
Annual ground water recharge rates shall be maintained by promoting infiltration through the use of structural and non-structural methods. At a minimum, annual recharge from the post-development site shall mimic the annual recharge from pre-development site conditions, where such ground water conditions are prevalent. Such rates, where applicable, shall be determined prior to the submission of plans to the Planning and Zoning Commission.
E. 
For a new development, structural stormwater treatment practices shall be designed to remove eighty percent (80%) of the average annual post-development total suspended solids load (TSS). It is presumed that a BMP complies with this performance standard if it is:
1. 
Sized to treat the stormwater quality event;
2. 
Designed according to the specific performance criteria outlined in the current Storm Water Design Manual;
3. 
Constructed properly; and
4. 
Maintained regularly by the owner through an approved maintenance agreement.
[Ord. No. 08-1852 §1, 2-19-2008; Ord. No. 09-1967 §3, 12-21-2009]
The most current or most recent edition of the MSD Rules and Regulations and Engineering Design Requirements for Sanitary Sewer and Stormwater Drainage Facilities, the MSD Site Design Guidance — Tools For Incorporating Post-Construction Stormwater Quality Protection into Concept Plans and Land Disturbance Permitting, in addition to conditions and requirements set forth by St. Louis County Phase II Stormwater Management Plan, shall serve as the City's Stormwater Design Manual.
[Ord. No. 08-1852 §1, 2-19-2008]
A. 
Stormwater treatment practices that are designed and constructed in accordance with these design and sizing criteria will be presumed to meet the minimum water quality performance standards as follows:
Pollutant removal efficiencies:
Total Suspended Solids (TSS)
80%
Total Phosphorus (TP)
40%
Total Nitrogen (TN)
30%*
Biochemical Oxygen Demand (BOD)
50%*
Total Organic Carbon (TOC)
40%*
Other Metals
40%*
* Requirements subject to review for each development or redevelopment site.
By methods using:
1. 
Stormwater ponds
2. 
Stormwater wetlands
3. 
Infiltration practices
4. 
Filtering practices
5. 
Open channel practices
6. 
Approved proprietary practices
B. 
In calculating the minimum area for purposes of this Chapter, the measurements shall not include any existing dedicated streets, roads or detention basins.
C. 
There shall be no stormwater discharged directly into a wetland or local water body without adequate treatment. There shall be no stormwater discharged in a manner that is inconsistent with applicable State or Federal law.
D. 
Any and all stormwater measures and practices identified in the development plans that were intended to remain in place after construction activities have been completed shall be maintained as required by a maintenance agreement.
E. 
Each post-construction stormwater quality measure approved as part of the development plan shall be installed and maintained per the maintenance agreement.
F. 
The developer shall provide the City with a narrative description of the maintenance guidelines for all post-construction stormwater quality measures to facilitate their proper long-term function and shall identify the entity or entities responsible for long-term maintenance. It is an obligation of the project owners and their successors in interest to provide these narrative descriptions to future parties who acquire interest in any portion of the real estate or who assume responsibility for the operation and maintenance of the post-construction stormwater quality measures.
G. 
All drainage systems and stormwater storage facilities shall be maintained in good working order.
H. 
Natural drainage for any portion of the real estate not served by a constructed drainage system shall be maintained.
I. 
All erosion sediment control systems installed on the site or identified as part of the construction plan, unless such systems were temporary measures only intended to be in place during construction, shall be maintained.
J. 
All drainage channels and swales installed or identified as part of the construction plan shall be maintained so they do not cause erosion in the receiving channel or at the outlet.
K. 
All natural features, such as wetlands and sinkholes, shall be protected from stormwater runoff pollutants.
L. 
The adequacy of proposed facilities serving the development, including sanitary sewers, water supply and distribution, stormwater control and recreational areas, shall be verified to the satisfaction of the City.
M. 
The general layout of the internal street system serving the proposed development, along with provisions for pedestrian circulation, shall be provided to the City. The relationship of the proposed development with the external transportation system serving the site should also be reviewed for adequacy.
N. 
The relationship of land uses within the affected zoning district to each other and the relationship of the land uses within affected zoning district with surrounding external land uses, both present and future, shall be indicated.
O. 
The proposed treatment of landscaping for the project, including the maintenance of existing trees, shall be indicated.
[Ord. No. 08-1852 §1, 2-19-2008]
All stormwater management practices will be designed so that the specific storm frequency storage volumes (e.g., recharge, water quality, channel protection, 100 year) as identified in the current Stormwater Design Manual are met, unless the City and MSD grants the applicant a waiver or the applicant is exempt from such requirements. In addition, if hydrologic or topographic conditions warrant greater control than that provided by the minimum control requirements, the City reserves the right to impose additional requirements deemed necessary to control the volume, timing and rate of runoff. All supporting engineering calculations shall be submitted to the City Engineer and the Planning and Zoning Commission.
[Ord. No. 08-1852 §1, 2-19-2008]
A. 
Stormwater management practices for a site shall be chosen based on the physical conditions of the site. Among the factors that will be considered are the following:
1. 
Topography.
2. 
Maximum drainage area.
3. 
Depth to water table.
4. 
Soils.
5. 
Slopes.
6. 
Terrain.
7. 
Head.
8. 
Location in relation to environmentally sensitive features or dense urban areas.
B. 
Applicants shall consult the Stormwater Design Manual for guidance on the factors that determine site design feasibility when selecting a proposed stormwater management practice.
[Ord. No. 08-1852 §1, 2-19-2008]
A. 
All stormwater management practices shall be designed so as to allow for the maximum removal of pollutants and reduction in flow velocities. This shall include, but not be limited to:
1. 
Maximizing of flowpaths from inflow points to outflow points;
2. 
Protection of inlet and outfall structures;
3. 
Elimination of erosive flow velocities;
4. 
Providing of underdrain systems, where applicable.
B. 
The Stormwater Design Manual shall provide detailed guidance on the requirements for conveyance for each of the approved stormwater management practices.
[Ord. No. 08-1852 §1, 2-19-2008]
A. 
Every stormwater treatment practice shall have an acceptable form of water quality pretreatment, in accordance with the pretreatment requirements found in the current Stormwater Design Manual. Certain stormwater treatment practices, as specified in the Stormwater Design Manual, are prohibited, even with pretreatment, in the following circumstances:
1. 
Stormwater is generated from highly contaminated source areas known as "hotspots".
a. 
The following land uses and activities have been deemed by MDNR and other agencies as being stormwater hotspots:
(1) 
Vehicle salvage yards and recycling facilities*
(2) 
Vehicle service and maintenance facilities
(3) 
Vehicle and equipment cleaning facilities*
(4) 
Fleet storage areas (bus, truck, etc.)*
(5) 
Industrial sites (reference SIC codes outlined in Appendix D.6. of the EPA stormwater program)
(6) 
Marinas (service and maintenance)*
(7) 
Outdoor liquid container storage
(8) 
Outdoor loading/unloading facilities
(9) 
Public works storage areas
(10) 
Facilities that generate or store hazardous materials*
(11) 
Commercial container nursery
(12) 
Other land uses and activities as designated by MDNR (refer to MDNR website at http://www.dnr.mo.gov/env/wpp/permits/wpcpermits- stormwter.htm)
*Stormwater pollution prevention plan implementation is required for these land uses or activities under the United States Environmental Protection Agency (EPA) stormwater program (see Appendix D.6).
2. 
As determined by the MDNR, a separate permit from the State of Missouri may be required.
3. 
Water quality pretreatment involves the removal of pollutants from urban runoff through the following types of mechanisms: sedimentation, flotation, filtration, infiltration, adsorption, biological uptake, biological conversion, degradation or other scientifically proven method.
4. 
While large highways (average daily traffic volume (ADT) greater than thirty thousand (30,000) vehicles) and retail gasoline outlet facilities are generally not designated as stormwater hotspots, it is important to ensure that highway and retail gasoline outlet stormwater management plans adequately protect ground water.
[Ord. No. 08-1852 §1, 2-19-2008]
All stormwater management practices shall be designed to capture and treat stormwater runoff according to the specifications outlined in the Stormwater Design Manual. These specifications designate the water quantity and quality treatment criteria that apply to an approved stormwater management practice.
[Ord. No. 08-1852 §1, 2-19-2008]
All stormwater management practices shall have a landscaping plan detailing both the vegetation to be in the development or redevelopment and how and who will manage and maintain this vegetation. All BMP plans requiring extensive vegetation shall be properly designed by a qualified professional such as a horticulturist, arborist, engineer, landscape architect or soil conservation district.
[Ord. No. 08-1852 §1, 2-19-2008]
All stormwater treatment practices shall have an enforceable operation and maintenance agreement to ensure the system functions as designed. This agreement shall include any and all maintenance easements required to access and inspect the stormwater treatment practices, and to perform routine maintenance, as necessary, to ensure proper functioning of the stormwater treatment facility. In addition, a covenant specifying the parties responsible for the proper maintenance of all stormwater treatment facilities shall be recorded with the St. Louis County Recorder of Deeds prior to issuance of any permits for land disturbance activities.
[Ord. No. 08-1852 §1, 2-19-2008]
A. 
The use of non-structural stormwater treatment practices is encouraged in order to minimize the reliance on structural facilities. Credit in the form of reductions in the amount of stormwater that must be managed can be earned through the use of non-structural practices that reduce the generation of stormwater from the site. These non-structural practices are explained in detail in the current design manual and applicants wishing to obtain credit for use of non-structural practices must ensure that these practices are documented and remain unaltered by subsequent property owners.
B. 
All sites must be properly stabilized before permanent stormwater BMPs are considered complete.