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| Photo Caption: Site Map of planned construction for a municipality
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Description
The purpose of construction site runoff control is to reduce pollutants in stormwater runoff from construction activities.
The Phase II Final Rule requires the operator of a regulated municipality to "have procedures for site plan review of
construction plans that consider potential water quality impacts." The procedures for site plan review generally include
identifying key staff to conduct the reviews, developing a system to track plans, developing procedures for consistent plan
review, and training staff.
The site plan required by Phase II must address erosion and sediment controls as well as controls for "other waste" at the
site. EPA and States generally require construction site operators to develop a stormwater pollution prevention plan, or
SWPPP, for their stormwater discharges. A SWPPP is broader in scope than an erosion and sediment control plan or site
plan.
Applicability
Phase II municipalities must develop and implement a construction site runoff control program to address stormwater runoff
from construction activities that result in a land disturbance of one acre or greater. Construction activities that disturb
an acre or more may pose a significant threat to local waterways based on the large amount of exposed soil. Therefore,
implementing proper best management practices (BMPs) can greatly reduce the impacts to receiving waterbodies including
streams, rivers, and oceans.
A key aspect of this construction site runoff control program is the review of site plans to ensure they include adequate
BMPs to protect water quality. Related activities include a municipal construction inspection
program, contractor
training, and local
ordinances for construction site runoff control.
Implementation
Stormwater site plans must be reviewed by municipal staff to ensure they address local requirements and protect water
quality. Facilitation of a successful program to review stormwater site plans will provide the municipality with the ability
to ensure that water quality objectives, erosion and sediment control requirements, and BMP maintenance are adequately
considered. Procedures for review of stormwater site plans should include:
- Identifying responsible plan review staff
- Developing a system to track plans
- Developing tools and procedures for consistent plan review
- Training MS4 staff to adequately implement these procedures.
The General Permit for construction activity issued by the state or EPA requires that construction sites disturbing greater
than or equal to one acre have a site-specific Stormwater Pollution Prevention Plan (SWPPP) for their stormwater discharges.
Municipalities are required to review site plans, which are generally a part of the SWPPP. Some municipalities have chosen to
review the entire SWPPP. In any case, municipal plan review staff should be familiar with the components of the SWPPP.
Municipalities are encouraged to identify projects requiring coverage under their state's Construction General Stormwater
Permit. One particularly effective way of addressing General Permit coverage is by using a construction project tracking
system and requiring the construction site operator to submit proof of Notice of Intent (NOI) submittal to the state or EPA
before approving a project. At a minimum, the municipalities should make sure that project applicants are aware of the need
to apply for General Permit coverage for projects disturbing greater than one acre.
Stormwater Site Plan Review Procedures
Developing stormwater site plan review procedures will typically include the following four topics:
Identifying responsible plan review staff
Some municipalities address stormwater site plan review through an existing grading permit application process. The
municipality should clearly identify staff responsible for stormwater site plan review and should ensure that there is
periodic feedback between the plan review staff and inspection staff to make sure that what is approved on the plans is actually
installed and working in the field.
Developing a system to track plans
Most municipalities already have a system in place to track plans that have been submitted for review. This system should
also include specifics on the stormwater site plan, such as the size of the site, whether it has a state- or EPA-issued NPDES
construction permit, and the review status of the stormwater site plan. The system ideally also should track information on
inspection and enforcement actions related to that site and identify the construction site operator.
Developing tools and procedures for consistent plan review
Municipalities should develop tools such as checklists to ensure that staff reviews are consistent and thorough. These
checklists should address the ten elements described below, in addition to the common issues and problems found by inspectors
at sites.
Training municipal staff
Plan review staff should received training on the local stormwater requirements; EPA/state construction general permit
requirements; and stormwater BMP selection, installation, and maintenance. Training is offered from many sources, including
the International Erosion Control Association .
Ten Elements of an Effective Stormwater Site Plan
Plan review staff should check site plans to ensure they address common, critical elements. The following ten elements of an
effective stormwater site plan (adapted from Brown and Caraco, 1997) present a comprehensive approach to addressing
construction site runoff. These elements include:
1. Minimize Clearing and Grading
Construction site operators should take all measures possible to avoid clearing/grading stream buffers; forest conservation areas;
wetlands, springs and seeps; highly erodible soils; steep slopes; environmental features; and stormwater infiltration areas.
In addition, site fingerprinting should be employed and limits of disturbance (LOD) should be mapped, clearly delineated on
site with flags and conveyed to personnel.
2. Protect Waterways
Construction site operators should identify waterbodies on site and adjacent to the site. If construction activities occur near a
waterbody, clearing/grading activities should be minimal and silt fencing and/or and earthen dikes should be installed.
3. Phase Construction to Limit Soil Exposure
Prior to construction initiation, activities should be broken into
phases.
Grading activities should be limited to the phase immediately under construction to decrease the time that soil
is exposed, which, in turn, decreases the potential for erosion. Additional phases should begin only when the last phase is
near completion and preferably exposed soil has been stabilized. Construction scheduling should facilitate installation of
erosion and sediment control measures prior to construction start, detail time limits for soil stabilization after grading
occurs, and schedule BMP maintenance.
4. Immediately Stabilize Exposed Soils
Exposed soils should be stabilized within two weeks of the onset of exposure. The long-term goal is to establish permanent
vegetation after each phase of construction; however, mulch, hydroseeding, or other means
of soil coverage may protect exposed soil while facilitating vegetation growth. The stormwater site plan should detail
appropriate plant species to be seeded, as well as weather and climactic conditions necessary for germination and successful
vegetation establishment.
5. Protect Steep Slopes and Cuts
Cutting and grading of steep slopes (>15 percent) should be avoided wherever possible. If a steep slope exists, all water flowing
onto the slope should be redirected with diversions or a slope drain.
Silt fence at top and toe of the slope must be anchored well, although this measure may not
provide adequate protection by itself. On steep slopes, jute netting and erosion control blankets (geotextiles) should be
used in conjunction with seeding or mulching, as seeding alone may not be effective.
6. Install Perimeter Controls to Filter Sediments
Silt fence should be
properly installed around the perimeter of the construction site. A fiber roll on the inside
(site-facing) of the silt fence works to provide additional filtration. In areas of heavy flows or breech concern, a properly
sized earthen dike with a stabilized outlet should be created. In addition, catch basin inlets receiving stormwater flows
from the construction site must be protected with adequate inlet controls.
7. Employ Advanced Sediment Settling Controls
Sediment Basins should be
created where space is available; however, discharge from basins must be non-turbid. The use of skimmers and multiple cell
construction of basins assist in sediment drop-out.
8. Certify and Train Contractors on Stormwater Site Plan Implementation
Contractors and/or construction staff should be trained in erosion and sediment control practices and procedures to effectively install and manage erosion and sediment control features.
Meetings and site inspections by municipal staff provide opportunities for discussion of effective BMPs with site staff.
Inspectors should make a strong commitment to contractor education to develop a constructive and responsive relationship.
9. Control Waste at the Construction Site
The site plan should describe the type of construction site waste
found at the site (such as discarded building materials, concrete truck washout, chemicals,
litter, and sanitary waste) and how that waste will be controlled to minimize adverse impacts to water quality. For example,
concrete washout and trash
storage areas should be clearly labeled on the plan and should be located away from waterbodies and catch basin inlets.
10. Inspect and Maintain BMPs
Each stormwater site plan should clearly describe the construction site operator's BMP
inspection and maintenance, including who will inspect the site and how often. Ideally, an example inspection form should
be included with the plan. Inspections should occur at a regular interval and should also occur immediately before and after
rain events. The plan should also describe how BMPs will be maintained.
References
Brown and Caraco, 1997, Muddy Water In, Muddy Water Out? From: Watershed Protection Techniques. 2(3): 393-403.
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