Page 160 - Michigan City, IN US Highway 421 Corridor Plan
P. 160

5.3 Design Guidelines




                 Low-Impact Development (Green Infrastructure
                 and Stormwater Management
                 To maintain and/or restore the pre-development hydrologic
                 regime of the site without solely using traditional storm drainage
                 conveyance systems (e.g., gray infrastructure – pipes and
                 culverts) to satisfy drainage and flood mitigation requirements.
                 Integrate small-scale measures scattered throughout the
                 development site, including such things as constructed
                 green spaces, native landscaping, and a variety of innovative
                 bioretention (e.g., bioswales) and infiltration techniques to
                 capture and manage stormwater on-site and reduce peak
                 runoff by allowing rainwater to soak into the ground, evaporate
                 into the air, or collect in storage receptacles for irrigation
                 and other beneficial uses. In areas with slow drainage or
                 infiltration, capture the first flush before excess stormwater
                 and divert into traditional storm conveyance systems.
                   —   Where possible, throughout the site’s ground surfaces, use
                      surface materials with a low runoff coefficient (the rate that
                      rainfall contributes to runoff).
                   —   Where possible, install pervious pavement on sidewalks,
                      pedestrian walkways, overflow parking areas, and other
                      paved surfaces to reduce storm water runoff, and allow
                      rainfall to recharge groundwater. Pervious paving that
                      includes the use of liners and under drains can be
                      successfully implemented in areas where infiltration
                      restrictions exist.
                   —   Where paved surfaces are not permeable, direct storm
                      water flow across streets and sidewalks to bioswales or
                      to central collection points such as cisterns or permeable
                      areas with well-drained sands, gravels and soils with
                      moderately coarse textures, to collect, absorb and filter
                      rainwater.
                   —   Where possible, incorporate on-site micro-detention basins                                             Dumpster Enclosure                                     Rain Gardens and Green Roofs
                      (e.g., rain gardens), storm water planters, vegetated swales                                            Service, utility, and mechanical equipment that is visible from the street   All new development shall be designed with a commitment to sustainability
                      (e.g., bioswales) adjacent to plaza, sidewalk, and off-street                                           shall be screened from view with landscaping or enclosures.  at both the site and buiding level.
                      surface parking lot areas.
                   —   Building roofs should incorporate one or more devices for
                      rainfall collection, storage and reuse. They may include, but
                      not be limited to:
                        » green roofs;
                        » roof decks and terraces that provide equipment to
                       harvest, filter and store rainfall;
                        » rain barrels, water cisterns installed above or below
                       ground (if technically feasible due to remediation
                       efforts), or other systems that can filter and store water
                       for use on-site, rather than direct water to a combined
                       sewer system.
                                                                                                                                                                                                                                     5-41

                                                                                                                                                                                Adopted: August 16, 2016          Implementation  5.0
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