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Drainage Information Sources
Drainage information (contour maps, drainage areas, flooding concerns, maintenance issues, soil types, as-built plans, etc.) can be obtained from a variety of sources including State, Federal, and local offices. To facilitate the design process, obtain information commensurate with the proposed facility’s complexity, risks, and costs.
Drainage Maps
The first step in designing a roadway drainage system is to prepare a drainage map that shows the entire area (referred to as a drainage basin) the proposed improvements will drain, as well as on- and off-site areas that drain or convey stormwater to the project drainage system. Contour maps serve as excellent drainage maps when supplemented by field reconnaissance. These maps may be available from the preliminary survey crew.
Electronic Data
Survey and Photogrammetry provide topographical files.
Other sources
Table 1 lists additional information sources.
Documentation
Good documentation is an essential component of stormwater drainage system design, construction, and operation. Documentation not only defines the design process used to determine the final design, it also provides information related to the construction and operation of the system. Thus, documentation is an ongoing process that starts with information gathering before the preliminary design, and continues on through the design, construction, and operation of the final system.
Documentation that is easy to understand and follow is essential for future reference purposes. A table of contents or executive summary is advised to guide designers and other personnel through the information.
Design documentation should include all the information used to justify the design. What, and how much, is documented may vary from project element to project element. It is up to the designer to make this determination. The designer must keep in mind that documentation acts as a resource for future designers when systems require updates, changes, or rehabilitation. Although documentation does not need to be voluminous, it should be thorough.
Design documentation should contain the following:
- Table of Contents.
- Executive summary. Information from the Executive Summary will assist in the preparation of the pollution prevention plan (if required).
- Hydrology (see Section 4A-5 for more information regarding hydrology)
- Existing and Proposed Drainage Base Maps (Watershed maps) including:
- Flow directions.
- Watershed boundaries including delineations of off-site areas contributing runoff or contained flow to the site.
- Watershed areas, time of concentration flowage paths.
- Natural storage areas (ponds, wetlands, areas with potholes).
- Delineations of other hydraulic features such karst topography, etc.
- Photographs documenting features and supporting selection of coefficients.
- Delineations of flood hazard mapping elements (FEMA 100 and 500 year floodplains, etc.).
- Land use mapping along with anticipated upstream watershed development over the anticipated life of the stormwater drainage system.
- Historical information related to drainage concerns.
Flood histories, elevations, estimated flows (including open channel ditch and stream water elevation determinations or knowledge with respect to how they may impact the stormsewer profile grade line.
Ponding issues.
Performance of existing structures.
- Features that may affect drainage such as ditch checks, dikes, levees, high banks (such as “spoil banks” along drainage ditches), downstream roadways (driveways) and culverts, low-head dams, etc.
- Design probabilities chosen and decision for the probabilities selected (including minor design storm and major (flood) check storm values).
- Hydrologic method chosen and decision for the method chosen.
- Selected existing, interim construction, and proposed future design coefficients and parameters.
- Calculations for existing, proposed, and interim construction. Individuals responsible for performing and checking calculations should sign and date the calculations.
- Existing and Proposed Drainage Base Maps (Watershed maps) including:
- Storm Drainage System (see Sections 4A-7 ,4A-8 and 4A-10 for more information regarding intakes and pipes)
- Information regarding the existing drainage system including, pipes, structures, outfall locations and upstream and downstream open channels.
- Existing drainage area map with delineated subbasins draining to each inlet.
- Layout including designated overland flow routes for major design storms.
- Detailed list of items including their types, sizes, shapes, materials, invert elevations, age, and condition.
- Available design information such as existing system design area, time of concentration, design flows, hydraulic grade line, etc.
- Performance information for the system such as known or expected bottlenecks, known ponding, etc.
- Assumptions
- Information regarding the proposed drainage system including pipes, structures, outfall locations, and upstream and downstream channels.
- Proposed drainage area map with delineated subbasins draining to each inlet.
- Layout of the stormwater drainage system including designated overland flow routes for major design storm.
- Calculations for drainage areas for minor and major storm events, including proposed time of concentration and flows.
- Calculations for spacing and sizing intakes, including width of spread for minor and major storm events along with discussion of overland flow path considerations and evaluations once curb or street crown are overtopped.
- Calculations for sizing pipes, including energy grade line results for minor and major storm events.
- Storm drainage outlet evaluation and downstream analysis. Location where runoff drains from the site should be same as existing conditions unless drainage easements are proposed and other drainage impacts are evaluated.
- Staged construction considerations.
- Assumptions
- Maintenance authority utility length cleaning limitations.
- Information regarding the existing drainage system including, pipes, structures, outfall locations and upstream and downstream open channels.
- Open Channels.
- Stage discharge curves.
- Cross sections used to calculate design water surface elevations.
- Roughness coefficients (“n” values) for existing, interim construction, and completed design.
- Methods and equations used for existing, proposed, and interim construction evaluations.
- Design considerations of channel and bank erosion including interim construction evaluations required for the PPP.
- Discussion on evaluation of adequate overland relief with proper easements for major design storm.
- Local, State, and Federal permitting documentation.
- Other information to consider adding to documentation files includes, but is not limited to:
- Aerial photographs.
- Existing and proposed contour maps.
- Survey and as-built plans and data including existing profiles (roadway and driveways, and if necessary, channels).
- Soil maps.
- Field trip reports including photographs, videos, and written analysis.
- Reports or other documentation from Federal, State, or local agencies, newspapers, and abutting property owners.
- Interviews with local residents, adjacent property owners, and maintenance forces regarding high water marks, street flooding, drainage concerns and past problems, inlet plugging, etc.
- Design plans and plan revisions (for proposed construction).
- Periodic inspections and maintenance reports.
- Utility plans
- Existing right-of-way information
- References including manuals, published reports, letters, etc.
- List (and short description if required) of files included.
Permitting
Refer to Section 10D-1 for Storm Water Discharge Permit requirements and the Pollution Prevention Plan (PPP).
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