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Stormwater Management Plan (SWMP)
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Developers
Contractors
Landowners
Engineers
TST, INC. CONSULTING ENGINEERS
Montava Development & Construction LLC
430. N. College Ave, Suite 410
Fort Collins, CO 80524
(512) 507-5570
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Montava Partners LLC
225 N. 9'h St. Suite 350
Boise, ID 83702-5735
TST Inc. Consulting Engineers
748 Whalers Way, Suite 200
Fort Collins, CO 80525
(970) 226-0557
■
Table of Contents
Stormwater Management Plan
Montava Subdivision Phase D
1.0 - SITE DESCRIPTION ...............................................................................................1
1.1 Introduction ..................................................................................................... 1
1.2 Project Location and Description ................................................................... 1
1.3 Proposed Sequence of Activities ................................................................... 2
1.4 Existing Soil and Surface Conditions ............................................................ 3
1.5 Wetlands and Receiving Waters ..................................................................... 4
1.6 Storm Water Management Plan Administrator .............................................. 4
1.7 Potential Pollutants ......................................................................................... 5
2.0 - POLLUTION CONTROLS ...................................................................................... 5
2.1 Controls Overview ........................................................................................... 5
2.2 Erosion and Sediment Controls ..................................................................... 5
2.3 Materials Management ...................................................................................11
2.4 Spill Management ...........................................................................................14
2.5 Non-Storm Water Components of Discharge ...............................................15
3.0 - INSPECTION AND MAINTENANCE ....................................................................16
3.1 Inspection and Maintenance Overview .........................................................16
3.2 Minimum Monitoring Requirements ..............................................................16
3.3 Reporting Requirements / Inspection Reports .............................................17
3.4 Site Maps ........................................................................................................17
4.0 - FINAL STABILIZATION / CONCLUSION ............................................................18
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T'7T. INC. CONSULTING ENGINEERS
Montava Subdivision Phase D
Stormwater Management Plan
5.0 - REFERENCES ......................................................................................................18
List of Figures
1.1 Vicinity Map .....................................................................................................................2
Technical Appendix
Appendix A- CDPHE General Permit for Storm Water Discharge — Construction Activity
Appendix B- CDPHE Construction Activity Permit Application
Appendix C- Urban Drainage and Flood Control District BMPs
Appendix D- Reporting Chemical Spills and Releases in Colorado
Appendix E- Sample Inspection Form
Appendix F - Inactivation/Reassignment Notices
Appendix G- Soil Survey Information
Appendix H- City of Fort Collins Dust Prevention and Control Manual
Appendix I- Erosion Control Plan
ii � Page
TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D
1.1 Introduction
Stormwater Management Plan
1.0 - Site Description
The following Storm Water Management Plan (SWMP) has been prepared for use during the
construction of the Montava Subdivision Phase D project. This plan describes recommended
procedures and best management practices, BMP's, to assist the contractor in complying with
the Colorado Water Quality Control Act and the Federal Water Pollution Control Act. A copy of
the CDPHE General Permit for discharge is attached in Appendix A. The general permit is the
State law that requires this report and is provided for reference. A copy of the permit application
is provided in Appendix B for submittal to the State at least 10 days prior to beginning
grading activities. The intent of this plan is to provide the contractor a place to consolidate
records, logs, permits, applications etc. as well as guidance on water quality protection. It is
critical that the contractor understands that this plan is a living document that must be
updated and maintained throughout the construction process.
1.2 Project Location and Description
The Montava Subdivision Phase D project site is located in Section 32, Township 8 North,
Range 68 West of the 6 th Principal Meridian, within the City of Fort Collins, Larimer County,
Colorado. The proposed site is bounded on the north by farmland, Future Montava Subdivision
phases, and Richards Lake Road. On the east by farmland, N. Giddings Road, and Future
Montava Subdivision phases. On the south by farmland and Mountain Vista Drive. On the west
by farmland, the Number 8 Outlet Ditch, and Future Montava Subdivision phases. The Montava
Subdivision Phase D project site contains approximately 290 acres and consisting of the Single-
Family, Multi-Family, Mixed-Use, and Open Space. Montava Subdivision Phase D is currently
zoned as PUD.
According to a preliminary subsurface exploration completed by Earth Engineering Consultants,
LLC, dated October 2, 2017, groundwater depths range from 2 to 36 '/2 feet below existing
grades with an average of approximately 15 feet throughout the Montava Subdivision Phase D.
A vicinity map illustrating the project location is provided in Figure 1.1.
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T'7T. INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
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VICINITY MAP
NOT TO SCALE
Figur+e 1.1: �ciniiy Map
1.3 Proposed Sequence of Activities
The contractor is the SWMP Administrator and will be responsible for implementing and
maintaining the erosion and sediment control, and pollution prevention measures described in
this document and the accompanying construction drawings and specifications. The contractor
may designate certain tasks as he sees fit, but the ultimate responsibility for ensuring the
implementation of these controls and their proper function remains with the contractor. The
order of major activities will be as follows:
1. Site Preparation: Confirm project disturbance limitations with those indicated on the
Erosion Control Plan, and install initial sediment and erosion control and pollution
prevention BMP's. All BMP's must be shown on the Erosion Control Plan in the back
pocket of this report. Some BMP locations must be determined by the contractor and
marked on the plans in addition to the ones already shown.
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
2. Schedule pre-construction inspection of BMPs with the City of Fort Collins to insure
proper installation and functionality. Fill out an inspection report, provided in Appendix
E, and file it in this report notebook.
3. The general site construction process will start with mobilization and clearing/stripping.
4. Grading activities will then be completed, which require the installation of inlet protection,
surface roughing and erosion control blankets on slopes steeper than 3:1.
5. Utility installation will be the next phase where attention should be given to waste
management, outdoor storage areas, dewatering requirements, and rip-rap installation.
6. With the completion of utilities, the hardscape will start, which will require that attention
be given to items such as spill containment and concrete washout areas.
7. When the hardscape is completed, the buildings will start construction. Around each
individual building, site perimeter protection, such as staked straw wattles, shall be
installed for areas where sediment can run onto the hardscape.
8. As areas are completed the installation of permanent BMP's, such as seeding, mulching,
spray-on matrix or rolled erosion control blankets on slopes shall be added.
9. Temporary seeding shall be added to areas that won't be stabilized within 30 days.
10. Remove all temporary BMPs upon establishment of sufficient vegetative cover or other
permanent stabilization.
If at any time construction ceases for a period expected to exceed 30 days, such as the project
being split into multiple phases, temporary seeding of future phases shall be installed until
construction of each future phase has begun. In the event that the project is split into phases or
suspended, the permit may need to be inactivated or reassigned to next administrator.
1.4 Existing Soil and Surface Conditions
The types of soils found on the Montava Subdivision Phase D site consist of:
':' Aquepts, loamy (5).
•:' Fort Collins loam (35) — 0 to 3 percent slopes.
•:' Fort Collins loam (36) — 3 to 5 percent slopes.
':' Satanta loam (95) — 1 to 3 percent slopes.
':' Satanta Variant clay loam (98) — 0 to 3 percent slopes.
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
The characteristics of the soil found on the project site include:
':' Slow to very slow infiltration rate when thoroughly wet.
':' Slow to very slow rate of water transmission.
❖ Majority of the site has a wind erodibility rating of 5 and 6(8 being the least susceptible)
These soils consist of the following hydrologic soil groups as defined in the United States
Department of Agriculture (USDA), Web Soil Survey:
':' Group C — 38.90%.
•:' Group D — 61.10%.
These soil groups vary from a moderate to low wind erodibility and a majority of the site consists
of Group D soils meaning there will likely be slower infiltration when thoroughly wet (high runoff
potential). The USDA web soil survey report is included in Appendix G. Please refer to this
appendix for further description of soil characteristics.
1.5 Wetlands and Receiving Waters
The Montava Subdivision Phase D site is located in an undeveloped lot west of the Anheuser
Busch property. The current land is being used for agricultural purposes and undeveloped land.
The land currently consists of native grasses, bare ground, and crops. Runoff from the
undeveloped site has one flow path that ends up in the Larimer and Weld Canal that is located
south of the site. Phase D sheet flows southeast into an inadvertent detention area which will
overtop Mountain Vista Drive, and eventually into the Larimer and Weld Canal through various
drainage infrastructure. The existing site does not have any existing ponds or drainage facilities.
The site has an inadvertent detention area near Giddings Road and Mountain Vista Drive. The
major drainage way that is being utilized for Phase D is the Larimer and Weld Canal which is
ultimately received by the Cache La Poudre River.
There are no jurisdictional wetlands on site, however, there are wetlands that the city will require
to mitigate. A separate wetland mitigation document will be prepared.
1.6 Storm Water Management Plan Administrator
shall be the designated SWMP Administrator for the Project. It
will be his or her responsibility to insure the SWMP's adequacy at all times to effectively manage
potential storm water pollutants throughout the course of construction.
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
1.7 Potential Pollutants
Below is a list of potential pollution sources that can occur during the construction of site
improvements and potential remedies, or the appropriate section that should be referenced for
controlling these pollution sources:
• All disturbed and stored soils —(Surface roughening, reseeding, mulching and silt
fence)
• Vehicle tracking of sediments —(Vehicle tracking pads, street sweeping)
• Management of contaminated soils —(See Section 2.3.2)
• Loading and unloading operations —(See Section 2.2.3 - Stabilized Staging
Area)
• Outdoor storage activities (building materials, fertilizers, chemicals, etc.) —(See
Section 2.3)
• Vehicle and equipment maintenance and fueling -(See Section 2.3.2)
• Significant dust or particulate generating processes —(See Section 2.2.3 — Wind
Erosion/Dust Control)
• Routine maintenance activities involving fertilizers, pesticides, detergents, fuels,
solvents, oils, etc. (See Section 2.3.2)
• On-site waste management practices (waste piles, liquid wastes, dumpsters,
etc.) — (See Section 2.3)
• Concrete truck/equipment washing, including the concrete truck chute and
associated fixtures and equipment -(Use concrete wash-out)
• Dedicated asphalt and concrete batch plants —(Not used on this project)
• Non-industrial waste sources such as worker trash and portable toilets —(See
Section 2.3.2.- BMP's for San/Septic Waste)
• Other areas or procedures where potential spills can occur (See Section 2.3)
2.0 - Pollution Controls
2.1 Controls Overview
During construction, several control measures shall be implemented under the direction of the
contractor to prevent discharge of contaminated water. Specifications and details for specific
control measures are included in Appendix C of this report for use on the project. In addition to
those structural measures, other controls include non-structural practices, materials
management, spill prevention and management, and other miscellaneous controls as described
in the following sections.
2.2 Erosion and Sediment Controls
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
The objective of erosion control is to limit the amount of erosion occurring on disturbed areas
until stabilized. The objective of sediment control is to capture soil that has eroded before it
leaves the construction site. Despite the use of both erosion and sediment control measures, it
is recognized that some sediment could remain in runoff, especially during very large storm
events. The contractor shall utilize the best management practices (BMP's) described in the
following sections to minimize the above potential to the maximum extent practicable.
During all phases of construction, the contractor should plan ahead of possible rainfall events
and work to limit erosion from occurring where potential exists. Where potential does exist
provide adequate conveyance, temporary or permanent, and direct runoff to BMP's that trap
sediment. The erosion and sediment BMP's anticipated for use on the site include both
structural and non-structural practices.
2.2.1 Structural Practices
Structural BMPs are structures that limit erosion and sediment transport. Such
practices include check dams, silt fence, inlet and outlet protection, water quality ponds, and
grading techniques. The structural BMP's that will be utilized on the subject site are described
in more detail as follows:
Sediment Control Logs (Wattles)
• A linear roll made of natural materials such as straw or coconut fiber and staked
to the ground with a wooden stake.
• To be used as a sediment barrier to intercept sheet flow from disturbed areas —
as perimeter control around stockpiles, inlet protection, check dams for small
drainage swales with low velocity.
• To be installed along the contour.
• Remove accumulated sediment once the depth is one half the height of the
sediment log and repair damage.
Silt Fence
• A temporary vertical barrier attached to and supported by posts entrenched in the
ground.
• Utilized to intercept sediment from disturbed areas during construction.
• For use in areas of shallow flow, not concentrated runoff.
• Typically used at the toe of fills and in transitions between cuts and fills and along
streams.
• Usually used as a perimeter control.
• Installed prior to any land disturbing activity.
• Shall be inspected periodically and after each rain or snowmelt event.
• Not effective as a wind break.
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
Water Quality Ponds
• A small temporary or permanent ponding area with a hard-lined spillway.
• Utilized to detain sediment laden storm water and allow particles to settle out.
• Should be installed prior to other land disturbing activities upstream.
• Best used with other erosion prevention practices to limit sediment load in pond.
• During construction, sediment shall be removed when the wet storage is reduced
by half.
• Full capacity of ponds shall be re-established following stabilization.
Grading Techniques
• Soil surface roughening, terracing and rounding at tops of cuts, transitions and
roadway ditches to facilitate vegetation and minimize erosion.
• Disk surface to create ridges at least 6 inches deep following the land contour.
• Used to temporarily stabilize disturbed areas immediately after grading.
• After rainstorm events, rills that formed should be repaired immediately.
Inlet Protection
• Permeable barriers installed around an inlet to filter runoff and remove sediment
prior to entering a storm drain inlet.
• Constructed from rock socks, sediment control logs, silt fence, or other materials
approved by the local jurisdiction.
• Not a stand-alone BMP and should be used in conjunction with other upgradient
BMPs.
• When applying inlet protection in sump conditions, it is important that the inlet
continues to function during larger runoff events in order to prevent localized
flooding, public safety issues, and downstream erosion and damage from
bypassed flows.
• Inspect frequently for tears, improper installation, displacement, and sediment
accumulation.
• Remove sediment accumulation from the area upstream of the inlet protection as
needed to maintain BMP effectiveness.
• Propriety inlet protection devices should be inspected and maintained in
accordance with manufacturer specifications.
• Inlet protection must be removed and properly disposed of when the drainage
area for the inlet has reached final stabilization.
Concrete Washout Area
• Appropriate on all sites that will generate concrete wash water or liquid concrete
waste from onsite concrete mixing or concrete delivery.
• The use of the washout site should be temporary (less than 1 year).
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
• Should not be located in an area where shallow groundwater may be present,
such as near natural drainages, springs, or wetlands.
• May be lined or unlined depending on site conditions.
• Avoid natural drainage pathways, waterbodies, wells, and drinking water
sources.
• Ensure adequate signage is in place for identifying the location of the washout
area.
• Remove concrete waste in washout area as needed to maintain BMP function.
• Collect concrete waste and deliver offsite to designated disposal location.
Vehicle Tracking Control
• Provide stabilized construction site access where vehicles exit the site onto
paved public roads.
• Helps remove sediment (mud or dirt) from vehicles, reducing tracking onto the
paved surface.
• Particularly important during wet weather periods when mud is easily tracked off
site, dry weather periods where dust is a concern, and when poorly drained,
clayey soils are present.
• Wheel washes may be needed on particularly muddy sites.
• Inspect the area for degradation and replace material as needed.
• Removed sediment that is tracked onto the public right of way daily or more
frequently as needed.
• Excess sediment in the roadway indicates that maintenance is required.
• Remove only when there is no longer the potential for vehicle tracking to occur.
2.2.2 Non-Structural Practices
Non-structural BMPs are both temporary and permanent stabilization practices. Such practices
may include surface roughening, temporary or permanent seeding, mulching, geotextiles and
maintaining existing vegetation. The non-structural BMPs that will be used on the site include
the following:
Surface Roughening
• Tracking, scarifying, tilling a disturbed area to provide temporary stabilization and
minimize wind and water erosion.
• Not a stand-alone BMP and should be used with other BMP's.
Temporary and Permanent Seeding
• Soil preparation, disking, and soil amendments are necessary for proper seed
bed establishment.
• Seeded areas should be inspected regularly. Areas that fail to establish shall be
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center
Stormwater Management Plan
re-seeded promptiy.
• Any area exposed for more than 30 days after construction has ceased shall be
seeded and mulched.
• Permanent landscape cover shall be installed according to the landscape plan.
Mulching
• Application of plant residues to the soil surface. Typical mulching materials
include certified weed free hay or straw, certified under the Colorado Department
of Agriculture Weed Free Forage Certification Program.
• Utilized in combination with tackifier during high winds, steep slopes, or due to
seasonal constraints.
• Used to cover permanent and temporarily seeded areas.
• Inspect frequently and reapply in areas where mulching has loosened or
removed.
Maintain Existing Vegetation — Vegetated Buffers
• Preserved natural vegetation helps protect waterways and wetlands from land
disturbing activities and improve stormwater runoff quality by straining sediment
and promoting infiltration.
• Concentrated flow should not be directed through a vegetated buffer, instead
runoff should be in the form of sheet flow.
• Used in conjunction with other perimeter control BMP's such as sediment control
logs or silt fence.
• Clearly delineate the boundary of the natural buffer area using construction or silt
fencing
Construction Fence
Used to restrict site access to designated entrances and exits and delineates
construction site boundaries.
Used to protect natural areas or areas that should not be disturbed.
Construction fencing may be chain link or plastic mesh fencing.
Rolled Eros�on Control Products:
• A special blanket or liner that prevents erosion while vegetation is established
and aids in establishment by preserving moisture available to the seed.
• The blankets need to cover the necessary area of the graded slope and bottom
channel.
• The blanket will be installed according to the manufacturer's instructions and
specifications.
still germinating
The number of staples or fasteners is critical while vegetation is
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center
Stormwater Management Plan
• The erosion control blankets will be installed once the slopes of the vegetated
swales have reached final grade or on areas where erosion is occurring during
construction.
• The erosion control blanket will be inspected weekly and immediately after storm
events to determine if cracks, tears, or breaches have been formed in the fabric.
If so the blanket will be repaired or replaced immediately.
• Good contact with the soil will be maintained and erosion will not occur under the
blanket. Any areas where the blanket is not in close contact with the ground will
be repaired or replaced.
• Utilized as both temporary and permanent feature depending on grade.
2.2.3 Other Controls
Vehicle Tracking Control/ Construction Entrance
• A temporary stabilized layer of aggregate underlined with geotextile or gravel
located where traffic enters or exits the construction site.
• Should be installed prior to any construction and inspected daily.
• Does not work well alone in muddy conditions — use tire washing when mud is
present. Implementation of tire washing should include provisions for collecting
wash water and directing it to a treatment pond.
• Whenever possible locate the construction entrance as far from the disturbed
area as possible to allow maximum travel time for sediment removal from tires.
• Public and Private roadways shall be kept clear of accumulated sediment.
• Cleaning sediment shall not be accomplished by flushing with water. Sediment
should be shoveled or swept from the street and placed away from storm water
improvements.
• Consider limiting
muddy.
vehicles from entering the site when conditions are wet or
Wind Erosion / Dust Control
• Dust from the site will be controlled using a mobile pressure-type distributor truck
to apply portable water to disturbed areas. The mobile unit will apply water only
as necessary to prevent runoff and ponding.
• Dust control will be implemented as needed once site grading has been initiated
and during windy conditions while site grading is occurring.
• Spraying of portable water will be performed whenever the dryness of the soil
warrants it.
• At least one mobile unit will be available at all time to distribute portable water to
control dust on the project area.
• During high winds limit traffic speeds to 12 mph or less on areas without gravel or
pavement.
• Gravel can be placed on construction roads, entrances, and construction staging
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
areas. Stone/gravel provides an effective protective cover over the soil.
• In areas where wind erosion is expected soil-binding tackifiers can be applied
with high success.
• Refer to Chapter 12 of the Code of the City of Fort Collins, Ordinance No. 044,
2016 for detailed requirements regarding fugitive dust.
• Refer to Appendix H for the Fugitive Dust Control Manual.
Stabilized Staging Area
• A clearly designated area where construction equipment and vehicles, waste
bins and other construction related materials are stored.
• This area should be designated on the SWMP map.
• Appropriate space to provide loading/unloading operations and parking.
• A stabilized surface, paved or covered in 3" diameter aggregate or larger.
• Perimeter controls such as silt fence, sediment control logs or construction
fencing
• Vehicle Tracking Control pad to be used in conjunction with a Stabilized Staging
Area if this area is adjacent to a public roadway.
Dewatering Operations
• Dewatering typically involves pumping water from an inundated area to a BMP
and then downstream to a receiving waterway, sediment basin or vegetated
area. Dewatering typically involves the use of several BMP's in sequence.
• All dewatering discharges must be treated to remove sediment before
discharging from a construction site. Discharging water into a sediment trap or
basin or filter bag, series of straw bales or sediment logs are options.
Stockpile Management
• Implement measures to minimize erosion and sediment transport from stockpiles.
• Locate stockpiles away from all drainage system components.
• Place BMP's around the perimeter of the stockpile such as sediment control logs,
rock socks, silt fence, straw bales and sand bags
• For active use stockpiles, provide a stabilized access point upgradient of the
stockpile.
• Surface roughening, temporary seeding and mulching, erosion control blankets
may be needed for stockpiles older than 30 days.
2.3 Materials Management
2.3.1 Potential Pollution Sources
Abnormal or especially hazardous materials are not expected to be utilized during the
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
construction of the project, but like most construction projects, some materials or substances
used have the potential to be hazardous when leaked into the storm water runoff. The following
materials could potentially be present onsite during construction:
Concrete/Additives/Wastes
Detergents
Paints/Solvents
Acids
Construction Wastes
Cleaning Solvents
Petroleum based products
Pesticides
Fertilizers
Sanitary wastes
Soil Stabilization additives
Activities on the site that may impact storm water include the following:
• Equipment storage/Washing/Fueling
• Storage of Fertilizers/Chemicals/Paint/Fuel
• Waste storage/disposal
• Sanitary facility use and disposal
As construction progresses, specific areas shall be designated for the above-mentioned
activities and materials management operations. The contractor is responsible to marking the
location of these facilities on the site map and reporting on the condition, effectiveness and
corrections or changes made and why.
2.3.2 Pollution Prevention Measures
Pollution prevention measures should be utilized to prevent construction materials with the
potential for polluting storm water from coming in contact with runoff. Measures include good
housekeeping, proper disposal and storage, spill prevention, and secondary containment.
BMPs for most common construction materials and wastes with the greatest potential for
adversely affecting water quality are as follows:
BMPs for Construction Waste:
• Select a designated waste collection area onsite.
• Locate containers in level areas away from storm water conveyance structures.
• Provide covers for containers that contain very hazardous or soluble chemicals.
• Avoid putting paint/solvent containers in open dumpsters or allow them to dry
completely before disposing.
• If a container does spill, provide clean up immediately.
• Make sure waste is disposed of at authorized disposal areas.
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
BMPs for Hazardous Waste Disposal
• Check with local waste management authorities with regard to requirements for
disposing of hazardous materials.
• Use entire product before disposing.
• Dispose of containers with lids on and tightly sealed
• Provide a separate dumpster for large amounts of chemical or hazardous
material and maintain more stringent controls on that dumpster.
• Do not remove the product label from containers, it contains important disposal
information.
BMPs for Sanitary/Septic Wastes
• If self-contained, temporary sanitary facilities are used, the waste disposal
company should service the facilities based on the number of workers anticipated
to avoid overuse.
• All facilities should be anchored to the ground to prevent overturning due to wind
or accident.
• Locate portable toilets away from curbs, swales or other locations where
concentrated runoff may occur.
• Do not dump any hazardous materials into the sanitary waste disposal systems.
BMPs for pesticides/fertilizers
• Store pesticides in a dry covered area and elevate above the ground.
• Provide secondary containment barriers around areas where a lot of material is
stored. Straw Wattles are NOT appropriate containment barriers!
• Strictly follow recommended application rates and application methods
• Apply fertilizer more frequently and at lower rates.
• Reduce exposure of nutrients to storm events by working fertilizer deep into soil
BMPs for petroleum products
• Fueling operations shall occur in a designated area.
• Store petroleum products in covered areas and away from areas where
concentrated runoff occurs.
• Provide secondary containment barriers around areas where a lot of material is
stored. Straw Wattles are NOT appropriate containment barriers!
• Schedule preventative maintenance for onsite equipment and fix any gas/oil
leaks on a regular basis.
• Follow procedures for proper handling of asphalt and sealers.
• Secure fueling equipment and install valves to prevent vandalism/theft.
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
2.4 Spill Management
Construction site supervisors should create and adopt a spill control plan that includes
measures and procedures to stop the source of the spill, contain the spill, clean up, and dispose
of contaminated materials. Key personnel should be identified and trained to be responsible for
spill prevention and control. The following measures would be appropriate for a spill prevention
response plan:
Store and handle materials to prevent spills
• Tightly seal containers.
• Make sure all containers are neatly labeled.
• Stack containers carefully for stability to avoid spills.
• Limit the height of stacks of stored materials.
• Whenever possible store materials on covered pallets or in trailers with adequate
ventilation.
• Eliminate storm water contact if there is a spill.
• Have cleanup procedures clearly posted.
• Have cleanup materials readily available and posted.
• Immediately contain any liquid.
• Stop the source of the spill.
• Cover spill with absorbent material and dispose of properly.
Additionally, records of spills, leaks, or overflows that result in the discharge of pollutants must
be documented and maintained.
When any spill occurs:
1) Notify the controlling operator of the site immediately following a hazardous spill.
2) Document the spill and its clean-up procedures whether reporting is required or not.
3) At a minimum document the following:
• Nature of spill
• Quantity of spill
• Date/time spill occurred
• Agency notification if necessary
• Clean-up procedures used
• Daily monitoring (7 days) after clean-up
• Photographs
• Interview(s) with any witnesses of the event
Some spills will need to be reported to the Division of Water Quality immediately including the
following:
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
• Over 25 gallons of petroleum
• 5 CCs of inercury
• a release of any chemical, oil, petroleum product which entered waters of the State of
Colorado (which include surface water, groundwater, dry gullies or storm sewers leading
to surface water).
• Any spill or release of raw sewage
If any of the above criteria is met or exceeded, the Colorado Department of Public Health and
Environment, Local Emergency Planning committee, downstream users and other agencies
(MS4s) will be notified. The CDPHE will be notified by telephone within 24 hours. In addition,
written notification describing the spill and the clean up procedures used will be sent to the
agencies 5 days following the spill. If a spill does not meet the above criteria, reporting is not
mandatory.
See Appendix D for the Divisions requirements. The Divisions 24-hour environmental
emergency spill reporting line is 1-877-518-5608.
2.5 Non-Storm Water Components of Discharge
Non-storm water discharges must be avoided or reduced to the maximum extent possible. This
SWMP plan assumes construction dewatering will be required. Pumping or draining
groundwater, even groundwater that has infiltrated an excavation, requires a separate permit
from the State. Storm water that mixes with groundwater is also subject to the controls in the
general permit for Construction Dewatering. The permit requirements and application for
Construction dewatering is available at:
http://www.cdphe.state.co. us/wq/PermitsUn it/construction. html.
No materials shall be discharged in quantities that may impact storm water runoff. Possible
discharge sources that need to be contained include:
❖ Locations where water tanks are being filled. Seal all leaks and avoid over filling. Any
leaks should be directed to a water quality pond or protected to prevent erosion.
':' Contain excess water during fire hydrant blow off, water system cleaning or other
instances where potable water is discharged onto the surface. Convey any discharge to
a water quality pond and avoid causing erosion by avoiding steep slopes, disturbed
areas, etc.
❖ Monitor irrigation systems and fix leaks promptly. Avoid over irrigating areas where
vegetation is not yet established.
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
3.0 - Inspection and Maintenance
3.1 Inspection and Maintenance Overview
A site inspection of all erosion control facilities shall be conducted at least once every two
weeks and immediately following any significant storm event, including snowmelt that can cause
surFace erosion and at least every 30 days for inactive projects. The inspection must determine
if there is any evidence of, or the potential for, pollutants entering the drainage system. BMPs
should be inspected to see if they meet the design and operation criteria in the SWMP and that
they are adequately controlling potential pollutants. Any defects shall be corrected promptly.
Where spill kits have been used, or storage areas moved, supplies shall be restocked and re-
protected. The site shall be inspected by the SWMP administrator or someone with adequate
training who should monitor and follow the procedures outlined below:
3.2 Minimum Monitoring Requirements
':' Inspections of the site shall be conducted by the contractor (or agent) every two weeks
and after significant storm events.
•:' Inspections are required at least every 30 days and after measurable storm events for
sites that are no longer under construction, but do not have 70% established ground
cover.
':• A qualified superintendent familiar with this SWMP and BMPs shall perform the
inspections.
':• The contractor shall certify that the site is in compliance with the permit by:
❖ Ensuring areas where significant runoff is occurring are identified on the site map.
':' Storm water outfall shall be observed to determine whether or not measurable quantities
of sediment or other pollutants have been or are being transported offsite.
':' BMPs shall be addressed to determine if they are functioning properly or if they are in
need of repair or maintenance. If the report describes deficiencies in pollution control
structures or procedures, such deficiencies shall be corrected immediately.
❖ A brief description of ineasures taken to correct deficiencies shall be recorded.
':• Determine if additional controls will be needed to next week's activities.
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TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
❖ When an inspection does not identify any incidents of non-compliance, the report shall
contain a certification that the site is in compliance with the SWMP and this permit.
':' The date and inspector identity shall also be recorded. This record shall be signed made
available to the State or City upon request.
Based on the results of the inspection, the description of potential pollutant sources, and the
control measures used should be updated on the SWMP and Site Maps as soon as possible.
Typically, corrective action shall commence immediately when a deficiency is observed. SWMP
and Map updates shall be completed within 72 hours. Another inspection should follow up and
include the date, corrective action taken, and initials of who certified the work.
3.3 Reporting Requirements / Inspection Reports
The contractor is responsible for reporting of all BMP inspections and maintaining
records of reports and maps throughout the project. The record shall be retained onsite
and/or readily available until the inactivation notice has been filed. All inspection reports
shall be submitted to the owner when the permit becomes inactive. A
recommended/example inspection is included in Appendix E. At a minimum, the
inspection reports shall contain the following:
• Dates
• Name(s) of inspectors
• Purpose of inspection e.g. spill event, leakage of materials, storm event, bi-
weekly inspection, etc.
• When a bi-weekly report, an assessment of the entire property as related to
SWMP issues
• An estimated area of currently disturbed area.
• Evaluation of all active BMPs
• Actions needed to assure continued compliance with SWMP guidelines
• Document all areas of potential pollution sources and how they are protected
• Documentation of any needed changes
• Training events
• Uncontrolled releases of mud or muddy water or measurable amounts of
sediment
• An estimated amount of precipitation. An onsite rain gauge is suggested.
3.4 Site Maps
In the back pocket of this report notebook there is an Erosion Control Plan for use during
construction. The purpose of this plan is to provide the contractor a place to document and plan
BMP's used during construction. Because the placement of individual BMP's will depend on the
condition of the site and the contractor's judgment, not all BMP's are shown on the plans. It is
the contractor's duty as site administrator to determine the need for and placement of BMPs and
Page 17
TST, INC. CONSULTING ENGINEERS
Montava Subdivision Phase D: Town Center Stormwater Management Plan
mark them on the map.
4.0 - Final Stabilization / Conclusion
Permanent stabilization will be achieved by establishing vegetative or permanent surface cover
on all disturbed areas. The final vegetative cover is specified on the Erosion Control Plan. The
City of Fort Collins considers vegetative cover complete when the plant density reaches 70
percent.
The contractor shall remove all temporary erosion and sediment control BMPs after stabilization
is achieved or after temporary BMPs are no longer needed. Trapped sediment (including within
pipes) will be removed by the contractor or stabilized onsite. Disturbed soil areas resulting from
removal of BMPs or the contractor will permanently stabilize vegetation as soon as possible.
Again, this plan is a living document that will need to be updated and maintained
throughout the construction process and until all areas of the site have been stabilized.
This permit will remain active until an inactivation notice has been filed with the State.
Additionally, this permit may be transferred to another party in the event that the contractor or
sub-contractor responsible for its implementation leaves the site before stabilization has
occurred. The Inactivation Notice and Reassignment Notices are included in Appendix F.
5.0 - References
1. CDOT Erosion Control and Storm Water Quality Guide, Colorado Department of
Transportation, 2002
2. Urban Storm Drainage Criteria Manual, Urban Drainage and Flood Control District (Rev.
July, 2001)
3. Storm Water Risk Management, LLC; April 11, 2008; Pre-Construction & Engineering
Training for Construction Storm Water Management Manual.
4. Construction Site Storm Water Runoff Control — National Menu of best practices, U.S.
Environmental Protection Agency, 1999
Page 18
TST, INC. CONSULTING ENGINEERS
APPENDIX A
CDPHE General Permit for Storm Water Discharge -
Construcfion Activify
STATE OF COLORADO
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
Water Quality Control Division
CDPS GENERAL PERMIT STORMWATER DISCHARGES ASSOCIATED WITH
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CONSTRUCTION ACTIVITY AUTHORIZATION TO DISCHARGE UNDER THE COLORADO DISCHARGE PERMIT SYSTEM (CDPS)
COR400000
In compliance with the provisions of the Colorado Water Quality Control Act, (25-8-101 et seq., CRS, 1973 as amended)
and the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et seq.; the "Act"), this permit authorizes the
discharge of stormwater associated with construction activities (and specific allowable non-stormwater discharges in
accordance with Part I.A.1. of the permit) certified under this permit, from those locations specified throughout the State
of Colorado to specified waters of the State.
Such discharges shall be in accordance with the conditions of this permit. This permit specifically authorizes the facility
listed on the certification to discharge in accordance with permit requirements and conditions set forth in Parts I and II
hereof. All discharges authorized herein shall be consistent with the terms and conditions of this permit.
This permit becomes effective on April 1, 2019, and shall expire at midnight March 31, 2024.
Issued and signed this 28th day of January, 2021.
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Meg Parish, Permits Section Manager Water Quality Control Division
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
Permit History
Minor Modification Issued January 28, 2021 Effective February 1, 2021
Modification Issued December 31, 2020 Effective February 1, 2021
Originally signed and issued October 31, 2018; effective April 1, 2019
Page 2 of 32
Permit No. COR400000
Table of Contents
PARTI ............................................................................................................................................ 3
A. COVERAGE UNDER THIS PERMIT .................................................................................................. 3
1. Authorized Discharges ...................................................................................................... 3
2. Limitations on Coverage ................................................................................................... 3
3. Permit Certification and Submittal Procedures ....................................................................... 4
B. EFFLUENT LIMITATIONS ............................................................................................................ 8
1. Requirements for Control Measures Used to Meet Effluent Limitations ........................................... 8
2. Discharges to an Impaired Waterbody ..................................................................................11
3. General Requirements ....................................................................................................12
C. STORMWATER MANAGEMENT PLAN (SWMP) REQUIREMENTS ................................................................12
1. SWMP General Requirements ............................................................................................12
2. SWMP Content ..............................................................................................................13
3. SWMP Review and Revisions ..............................................................................................15
4. SWMP Availability ..........................................................................................................16
D. SITE INSPECTIONS ..................................................................................................................16
1. Person Responsible for Conducting Inspections ......................................................................16
2. Inspection Frequency ......................................................................................................16
3. Inspection Frequency for Discharges to Outstanding Waters .......................................................17
4. Reduced Inspection Frequency ..........................................................................................17
5. Inspection Scope ...........................................................................................................17
E. DEFINITIONS .........................................................................................................................19
F. MONITORING ........................................................................................................................22
G. OIL AND GAS CONSTRUCTION ....................................................................................................22
PART II: STANDARD PERMIT CONDITIONS .................................................................................................. 24
A. DUTY TO COMPLY .................................................................................................................. 24
B. DUTY TO REAPPLY ................................................................................................................. 24
C. NEED TO HALT OR REDUCE ACTIVITY NOT A DEFENSE ....................................................................... 24
D. DUTY TO MITIGATE ................................................................................................................ 24
E. PROPER OPERATION AND MAINTENANCE ....................................................................................... 24
F. PERMIT ACTIONS .................................................................................................................... 24
G. PROPERTY RIGHTS ................................................................................................................. 24
H. DUTY TO PROVIDE INFORMATION ...............................................................................................25
I. INSPECTION AND ENTRY ...........................................................................................................25
J. MONITORING AND RECORDS ......................................................................................................25
K. SIGNATORY REQUIREMENTS ......................................................................................................26
1. Authorization to Sign : .....................................................................................................26
2. Electronic Signatures ......................................................................................................26
Page 2 of 32
Permit No. COR400000
3. Change in Authorization to Si�n ......................................................................................... 26
L. REPORTING REQUIREMENTS ......................................................................................................27
1. Planned Changes ........................................................................................................... 27
2. Anticipated Non-Compliance .............................................................................................27
3. Transfer of Ownership or Control .......................................................................................27
4. Monitoring reports ......................................................................................................... 27
5. Compliance Schedules ....................................................................................................27
6. Twenty-four Hour Reporting ............................................................................................. 28
7. Other Non-Compliance .................................................................................................... 28
8. Other Information ..........................................................................................................28
M. BYPA55 ...............................................................................................................................28
1. Bypass Not Exceeding Limitations .......................................................................................28
2. Notice of Bypass ............................................................................................................28
3. Prohibition of Bypass ...................................................................................................... 28
N. UPSET ................................................................................................................................ 29
1. Effect of an upset ..........................................................................................................29
2. Conditions Necessary for Demonstration of an Upset ...............................................................29
3. Burden of Proof ............................................................................................................29
0. RETENTION OF RECORDS .........................................................................................................29
1. Post-Expiration or Termination Retention .............................................................................29
2. On-site Retention .......................................................................................................... 29
P. REOPENER CLAUSE ................................................................................................................. 30
1. Procedures for Modification or Revocation ............................................................................ 30
2. Water Quality Protection ................................................................................................. 30
Q. SEVERABILITY .......................................................................................................................30
R. NOTIFICATION REQUIREMENTS ...................................................................................................30
1. Notification to Parties .................................................................................................... 30
S. RESPONSIBILITIES ...................................................................................................................30
1. Reduction, Loss, or Failure of Treatment Facility ...................................................................30
T. OIL AND HAZARDOUS SUBSTANCE LIABILITY ................................................................................... 30
U. EMERGENCY POWERS ..............................................................................................................31
V. CONFIDENTIALITY .................................................................................................................. 31
W. FEES .................................................................................................................................31
X. DURATION OF PERMIT ............................................................................................................. 31
Y. SECTION 307 TOXICS ............................................................................................................... 31
Page 3 of 32
Permit No. COR400000
Part I
Note: At the first mention of terminology that has a specific connotation for the purposes of this permit, the terminology
is electronically linked to the definitions section of the permit in Part I.E.
A. COVERAGE UNDER THIS PERMIT
Authorized Discharges
This general permit authorizes permittee(s) to discharge the following to state waters: stormwater
associated with construction activity and specified non-stormwater associated with construction
activity. The following types of stormwater and non-stormwater discharges are authorized under this
permit:
Allowable Stormwater Discharges
i. Stormwater discharges associated with construction activity.
ii. Stormwater discharges associated with producing earthen materials, such as soils, sand, and
gravel dedicated to providing material to a single contiguous site, or within'/a mile of a
construction site (e.g. borrow or fill areas).
iii. Stormwater discharges associated with dedicated asphalt, concrete batch plants and masonry
mixing stations (Coverage under this permit is not required if alternative coverage has been
obtained.)
b. Allowable Non-Stormwater Discharges
The following non-stormwater discharges are allowable under this permit if the discharges are
identified in the stormwater management plan in accordance with Part I.0 and if they have
appropriate control measures in accordance with Part 1.B.1.
Dischar�es from uncontaminated springs that do not originate from an area of land
disturbance.
ii. Discharges to the ground of concrete washout water associated with the washing of concrete
tools and concrete mixer chutes. Discharges of concrete washout water must not leave the site
as surface runoff or reach receiving waters as defined by this permit. Concrete on-site waste
disposal is not authorized by this permit except in accordance with Part 1.B.1.a.ii(b).
iii. Discharges of landscape irrigation return flow.
iv. Discharges from diversions of state waters within the permitted site.
Emergency Fire Fighting
Discharges resulting from emergency firefi�htin� activities during the active emergency response
are authorized by this permit.
2. Limitations on Coverage
Discharges not authorized by this permit inctude, but are not limited to, the discharges and activities
listed below. Permittees may seek individual or alternate general permit coverage for the discharges, as
appropriate and available.
a. Discharges of Non-Stormwater
Discharges of non-stormwater, except the authorized non-stormwater discharges listed in Part
Page 4 of 32
Permit No. COR400000
I.A.1.b., are not eligible for coverage under this permit.
b. Discharges Currently Covered by another Individual or General Permit
Dischar�es Currently Covered by a Water Quality Control Division (division) Low Risk Guidance
Document
3. Permit Certification and Submittal Procedures
Duty to Apply
The following activities shall apply for coverage under this permit:
i. Construction activity that will disturb one acre or more; or
ii. Construction activity that is part of a common plan of development or sale; or
iii. Stormwater discharges that are designated by the division as needin� a stormwater permit
because the discharge:
(a� Contributes to a violation of a water quality standard; or
(b) Is a significant contributor of pollutants to state waters.
b. Application Requirements
To obtain authorization to dischar�e under this permit, applicants applying for coverage following
the effective date of the renewal permit shall meet the following requirements:
Owners and operators submitting an application for permit coverage will be co- permittees
subject to the same benefits, duties, and obligations under this permit.
ii. Signature requirements: Both the owner and operator (permittee) of the construction site, as
defined in Part I.E., must agree to the terms and conditions of the permit and submit a
completed application that includes the signature of both the owner and the operator. In cases
where the duties of the owner and operator are managed by the owner, both application
signatures may be completed by the owner. Both the owner and operator are responsible for
ensurin� compliance with all terms and conditions of the permit, including implementation of
the stormwater management plan.
iii. The applicant(s) must develop a stormwater management plan (SWMP) in accordance with the
requirements of Part I.C. The applicant(s) must also certify that the SWMP is complete, or will
be complete, prior to commencement of any construction activity.
iv. In order to apply for certification under this general permit, the applicant(s) must submit a
complete, accurate, and signed permit application form as provided by the division by
electronic delivery at least 10 days prior to the commencement of construction activity,
except those construction activities thatare in response to a public emer�ency related site;
public emer�ency related sites shall apply for covera�e no later than 14 days after the
commencement of construction activities. The provisions of this part in no way remove a
violation of the Colorado Water Quality Control Act if a point source discharge occurs prior to
the issuance of a CDPS permit.
v. The application in its entirety must be submitted via the division's online permitting system
unless a waiver is granted by the division. If a waiver is granted, the application in its entirety,
including signatures by both the owner and operator, must be submitted to:
Page 5 of 32
Permit No. COR400000
Colorado Department of Public Health and Environment
Water Quality Control Division
Permits Section, WQCD-PS-B2
4300 Cherry Creek Drive South
Denver, CO 80246
vi. The applicant(s) must receive written notification that the division granted permit coverage
prior to conducting construction activities except for construction activities that are in
response to a public emergency related site.
Division Review of Permit Application
Within 10 days of receipt of the application, and following review of the application, the division
may:
i. Issue a certification of coverage;
ii. Request additional information necessary to evaluate the discharge;
iii. Delay the authorization to discharge pending further review;
iv. Notify the applicant that additional terms and conditions are necessary; or
v. Deny the authorization to discharge under this general permit.
d. Alternative Permit Coverage
i. Division Required Alternative Permit Coverage:
The division may require an applicant or permittee to apply for an individual permit or an
alternative general permit if it determines the discharge does not fall under the scope of this
general permit, includin� if any additional terms and conditions are necessary in order to ensure
that discharges authorized by this permit shall not cause, have the reasonable potential to cause,
or measurably contribute to an exceedance of any applicable water quality standard, including
narrative standards for water quality. In this case, the division will notify the applicant or
permittee that an individual permit application is required.
ii. Permittee Request for Alternative Permit Covera�e:
A permittee authorized to discharge stormwater under this permit may request to be excluded from
coverage under this general permit by applying for an individual permit. In this case, the permittee
must submit an individual application, with reasons supporting the request, to the division at least
180 days prior to any discharge. When an individual permit is issued, the permittee's authorization
to discharge under this permit is terminated on the effective date of the individual permit.
e. Submittal Signature Requirements
Documents required for submittal to the division in accordance with this permit, including
applications for permit coverage and other documents as requested by the division, must include
si�natures by both the owner and the operator, except for instances where the duties of the owner
and operator are managed by the owner.
Signatures on all documents submitted to the division as required by this permit must meet the
Standard Signatory Requirements in Part II.K of this permit in accordance with 40 C.F.R. 122.41(k).
i. Signature Certification
Any person(s) signing documents required for submittal to the division must make the following
Page 6 of 32
Permit No. COR400000
certification:
"I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations."
f. Compliance Document Signature Requirements
Documents which are required for compliance with the permit, but for which submittal to the
division is not required unless specifically requested by the division, must be signed by the
individual(s) designated as the Qualified Stormwater Mana�er, as defined in Part I.E.
i. Any person(s) signing inspection documents required for compliance with the permit per Part
I.D.5.c.xiii must make the following statement and provide the date of the statement:
"I verify that, to the best of my knowledge and belief, that if any corrective action items were
identified during the inspection, those corrective actions are complete, and the site is currently in
compliance with the permit."
Field Wide Permit Coverage for Oil and Gas Construction
At the discretion of the division, a single permit certification may be issued to a single oil and gas
permittee to cover construction activity related discharges from an oil and gas field at multiple
locations that are not necessarily contiguous.
Permit Coverage without Application
Qualifying Local Program: When a small construction site is within the jurisdiction of a qualifying
local program, the owner and operator of the construction activity are authorized to discharge
stormwater associated with small construction activity under this general permit without the
submittal of an application to the division. Sites covered by a qualifying local program are exempt
from the following sections of this general permit: Part I.A.3.a.; Part I.A.3.b.; Part I.A.3.c.; Part
I.A.3.d.; Part I.A.3.g.; Part I.A.3.i.; Part I.A.3.j.; Part I.A.3.k.
Sites covered by a qualifying local program are subject to the following requirements:
Local Agency Authority: This permit does not pre-empt or supersede the authority of local
agencies to prohibit, restrict, or control discharges of stormwater to storm drain systems or
other water courses within their jurisdiction.
ii. Permit Coverage Termination: When a site under a Qualifying Local Program is finally
stabilized, coverage under this permit is automatically terminated.
iii. Compliance with Qualifying Local Program: Qualifying Local Program requirements that are
equivalent to the requirements of this permit are incorporated by reference. Permittees
authorized to discharge under this permit, must comply with the equivalent requirements of
the Qualifying Local Program that has jurisdiction over the site as a condition of this permit.
iv. Compliance with Remaining Permit Conditions. Requirements of this permit that are in
addition to or more stringent than the requirements of the Qualifying Local Pro�ram apply in
addition to the requirements of the Qualifying Local Program.
v. Written Authorization of Coverage: The division or local municipality may require any
permittee within the jurisdiction of a Qualifyin� Local Program covered under this permit to
Page 7 of 32
Permit No. COR400000
apply for, and obtain written authorization of coverage under this permit. The permittee must
be notified in writing that an application for written authorization of coverage is required.
i. Permittee Initiated Permit Actions
Permittee initiated permit actions, including but not limited to modifications, contact changes,
transfers, and terminations, shall be conducted following Part II.L, division guidance and using
appropriate division-provided forms.
j. Sale of Residence to Homeowner
Residential construction sites only: The permittee may remove residential lots from permit
coverage once the lot meets the following criteria:
i. The residential lot has been sold to the homeowner(s) for private residential use;
ii. A certificate of occupancy, or equivalent, is maintained on-site and is available during division
inspections;
iii. The lot is less than one acre of disturbance;
iv. All construction activity conducted on the lot by the permittee is complete;
v. The permittee is not responsible for final stabilization of the lot; and
vi. The SWMP was modified to indicate the lot is no longer part of theconstruction activity.
If the residential lot meets the criteria listed above then activities occurring on the lot are no
longer considered to be construction activities with a duty to apply and maintain permit coverage.
Therefore, the permittee is not required to meet the final stabilization requirements and may
terminate permit coverage for the lot.
Permit Expiration and Continuation of Permit Coverage
Authorization to dischar�e under this general permit shall expire at midnight on March 31, 2024.
While Regulation 61.4 requires a permittee to submit an application for continuin� permit coverage
180 days before the permit expires, the division is requiring that permittees desiring continued
coverage under this general permit must reapply at least 90 days in advance of this permit
expiration. The division will determine if the permittee may continue to discharge stormwater
under the terms of the general permit. An individual permit may be required for any facility not
reauthorized to discharge under the reissued �eneral permit.
If this permit is not reissued or replaced prior to the expiration date, it will be administratively
continued and remain in force and effect. For permittees that have applied for continued permit
coverage, dischar�es authorized under this permit prior to the expiration date will automatically
remain covered by this permit until the earliest of:
i. An authorization to discharge under a reissued permit, or a replacement of this permit,
following the timely and appropriate submittal of a completeapplication requesting
authorization to discharge under the new permit and compliance with the requirements of the
new permit; or
ii. The issuance and effect of a termination issued by the division; or
iii. The issuance or denial of an individual permit for the facility's discharges; or
iv. A formal permit decision by the division not to reissue this general permit, at which time the
division will identify a reasonable time period for covered dischargers to seek covera�e under
Page 8 of 32
Permit No. COR400000
an alternative general permit or an individual permit. Coverage under this permit will cease
when coverage under another permit is granted/authorized; or
v. The division has informed the permittee that dischar�es previously authorized under this
permit are no longer covered under this permit.
B. EFFLUENT LIMITATIONS
1, Requirements for Control Measures Used to Meet Effluent Limitations
The permittee must implement control measures to minimize the discharge of pollutants from all
potential pollutant sources at the site. Control measures must be installed prior to commencement of
construction activities. Control measures must be selected, designed, installed and maintained in
accordance with good enQineerin�, hydroloQic and pollution control practices. Control measures
implemented at the site must be desi�ned to prevent pollution or degradation of state waters.
Stormwater Pollution Prevention
The permittee must implement structural and/or nonstructural control measures that effectively
minimize erosion, sediment transport, and the release of other pollutants related to construction
activity.
Control Measures for Erosion and Sediment Control
Control measures for erosion and sediment control may include, but are not limited to,
wattles/sediment control logs, silt fences, earthen dikes, drainage swales, sediment traps,
subsurface drains, pipe slope drains, inlet protection, outlet protection, gabions, sediment basins,
temporary vegetation, permanent vegetation, mulching, geotextiles, sod stabilization, slope
roughening, maintaining existing vegetation, protection of trees, and preservation of mature
vegetation.
Specific control measures must meet the requirements listed below.
(aa Structural and nonstructural vehicle tracking controls shall be implemented to
minimize vehicle tracking of sediment from disturbed areas and may include tracking
pads, minimizin� site access, wash racks, graveled parkin� areas, maintaining vehide
traffic to paved areas, street sweeping and sediment control measures.
(b) Stormwater runoff from all disturbed areas and soil storage areas must utilize or flow
to one or more control measures to minimize erosion or sediment in the dischar�e. The
control measure(s) must be selected, designed, installed and adequately sized in
accordance with good engineering, hydrologic and pollution control practices for the
intended application. The control measure(s) must contain or filter flows in order to
prevent the bypass of flows without treatment and must be appropriate for
stormwater runoff from disturbed areas and for the expected flow rate, duration, and
flow conditions (e.g. sheet or concentrated flow).
�c � Selection of control measures should prioritize the use of structural and nonstructural
control measures that minimize the potential for erosion (i.e. covering materials).
Selection should also prioritize phasing construction activities to minimize the amount
of soil disturbance at any point in time throughout the duration of construction.
(d ) Outlets that withdraw water from or near the surface shall be installed when
discharging from basins and impoundments, unless infeasible.
(e) Maintain pre-existing ve�etation or equivalent controt measures for areas within 50
horizontal feet of receiving waters as defined by this permit, unless infeasible.
Page 9 of 32
Permit No. COR400000
�i� Soil compaction must be minimized for areas where infiltration control measures will
occur or where final stabilization will be achieved through vegetative cover.
�g) Unless infeasible, topsoil shall be preserved for those areas of a site thatwill utilize
vegetative final stabilization.
(h) Minimize the amount of soil exposed durin� construction activity, including the
disturbance of steep slopes.
(iy Diversion control measures must minimize soil transport and erosion within the entire
diversion, minimize erosion during discharge, and minimize run-on into the diversion.
The permittee must minimize the discharge of pollutants throughout the installation,
implementation and removal of the diversion. Diversions must meet one or more of the
followin� conditions:
� 1 y Lined or piped structures that result in no erosion in all flow conditions.
(2) Diversion channels, berms, and coffer dams must be lined or composed of a
material that minimizes potential for soil loss in the entire wetted perimeter
during anticipated flow conditions (e.g. vegetated swale, non-erosive soil
substrate). The entire length of the diversion channel must be desi�ned with all of
the following considerations: maximum flow velocity for the type of material(s)
exposed to the anticipated flows to ensure that the calculated maximum shear
stress of flows in the channel is not expected to result in physical damage to the
channel or liner and result in discharge of pollutants. Additionally, the conditions
relied on to minimize soil loss must be maintained for the projected life of the
diversion (i.e. a vegetated swale must be limited to a period of time that ensures
vegetative growth, minimizes erosion and maintains stable conditions).
(3) An alternative diversion criteria, approved by the division prior to
implementation. The diversion method must be designed to minimize the
discharge of pollutants and to prevent the potential for pollution or degradation
to state waters as a result of the diverted flow through the diversion structure. In
addition, the alternative diversion method must minimize the dischar�e of
pollutants throughout the installation, implementation and removal of the
diversion.
ii. Practices for Other Common Pollutants
(a� Bulk storage, individual containers of 55 gallons or greater, for petroleum products and
other liquid chemicals must have secondary containment, or equivalent protection, in
order to contain spills and to prevent spilled material from entering state waters.
(b) Control measures designed for concrete washout waste must be implemented. This
includes washout waste discharged to the ground as authorized under this permit and
washout waste from concrete trucks and masonry operations contained on site. The
permittee must ensure the washin� activities do not contribute pollutants to
stormwater runoff, or receiving waters in accordance Part I.A.1.b.ii. Discharges that
may reach groundwater must flow through soil that has buffering capacity prior to
reaching groundwater, as necessary to meet the effluent limits in this permit,
including Part 1.B.3.a. The concrete washout location must not be located in an area
where shallow �roundwater may be present and would result in bufferin� capacity not
being adequate, such as near natural drainages, springs, or wetlands. This permit
authorizes discharges to the ground of concrete washout waste, but does not authorize
on-site waste disposal per Part 1.B.3.d.
(c) In the event that water remains onsite and contains pollutants either from the
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Permit No. COR400000
firefighting activities or picked up from the site (i.e. in a�utter, sediment basin, etc.)
after active emergency response is complete, the permittee must ensure the
remaining water containing pollutants is properly removed and disposed of in order to
minimize pollutants from discharging from the site, unless infeasible.
iii. Stabilization Requirements
The following requirements must be implemented for each site.
(a) Temporary stabilization must be implemented for earth disturbing activities on any portion
of the site where ground disturbing construction activity has permanently ceased, or
temporarily ceased for more than 14 calendar days. Temporary stabilization methods may
include, but are not limited to, tarps, soil tackifier, and hydroseed. The permittee may
exceed the 14-day schedule when either the function of the specific area of the site
requires it to remain disturbed or physical characteristics of the terrain and climate
prevent stabilization. The SWMP must document the constraints necessitating the
alternative schedule, provide the alternate stabilization schedule, andidentify all locations
where the alternative schedule is applicable on the site map. Minimum inspection
frequency and scope, as directed in Part I.D., must be followed for temporarily stabilized
areas.
(b) Final stabilization must be implemented for all construction sites covered under this
permit. Final stabilization is reached when (1), (2), and (3) below are complete:
(1) All construction activities are complete.
(2) Permanent stabilization methods are complete. Permanent stabilization methods
indude, but are not limited to, permanent pavement or concrete, hardscape,
xeriscape, stabilized driving surfaces, vegetative cover, or equivalent permanent
alternative stabilization methods. The division may approve alternative final
stabilization criteria for specific operations. Vegetative cover must meet the
following criteria:
a. Evenly distributed perennial vegetation, and
b. Covera�e, at a minimum, equal to 70 percent of what would have been
provided by native vegetation in a local, undisturbed area or adequate
reference site, and
(3) The permittee must ensure all temporary control measures are removed from the
construction site once final stabilization is achieved, except when the control
measure specifications allow the control measure to be left in place (i.e. bio-
degradable control measures).
(c) Final stabilization must be designed and installed as a permanent feature. Final
stabilization measures for obtaining a vegetative cover or alternative stabilization methods
include, but are not limited to, the following as appropriate:
� 1� Seed mix selection and application methods;
(2) Soil preparation and amendments;
(3) Soil stabilization methods to provide adequate protection to minimize erosion
(e.g. crimped straw, hydro mulch or rolled erosion control products);
�4� Appropriate sediment control measures as needed until final stabilization is
achieved;
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Permit No. COR400000
�5� Permanent pavement, hardscape, xeriscape, stabilized driving surfaces;
(d) Other alternative stabilization practices as applicable.
b. Maintenance
The permittee must ensure that all control measures remain in effective operating condition and
are protected from activities that would reduce their effectiveness. Control measures must be
maintained in accordance with good engineering, hydrologic and pollution control practices.
Observations leading to the required maintenance of control measures can be made during a site
inspection, or during general observations of site conditions. The necessary repairs or modifications
to a control measure requirin� routine maintenance, as defined in Part I.E., must be conducted to
maintain an effective operating condition. This section is not subject to the requirements in Part
1.B.1.c below.
Corrective Actions
The permittee must assess the adequacy of control measures at the site, and the need for changes
to those control measures, to ensure continued effective performance.
When an inadequate control measure, as defined in Part I.E., is identified (i.e., new or
replacement control measures become necessary), the following corrective action requirements
apply. The permittee is in noncompliance with the permit until the inadequate control measure is
replaced or corrected and returned to effective operating condition in compliance with Part 1.6.1
and the �eneral requirements in Part 1.B.3. If the inadequate control measure results in
noncompliance that meets the conditions of Part II.L., the permittee must also meet the
requirements of that section.
The permittee must take all necessary steps to minimize or prevent the discharge of pollutants
from the permitted area and manage any stormwater run-on onto the site until a control
measure is implemented and made operational and/or an inadequate control measure is
replaced or corrected and returned to effective operating condition. If it is infeasible to install
or repair the control measure immediately after discovering the deficiency, the following must
be documented in the SWMP in Part I.D.5.c and kept on record in accordance with the
recordkeeping requirements in Part II.
(a) Describe why it is infeasible to initiate the installation or repair immediately; and
(b) Provide a schedule for installing or repairing the control measure and returning it to an
effective operating condition as soon as possible.
ii. If applicable, the permittee must remove and properly dispose of any unauthorized release or
discharge within and from the permitted area (e.g., discharge of non-stormwater, untreated
stormwater containing pollutants, spill, or leak not authorized by this permit.) The permittee
must also clean up any contaminated surfaces, if feasible, to minimize discharges of the
material in subsequent storm events, includin� water remaining from the response that
contains pollutants after active emergency firefighting response is complete.
Discharges to an Impaired Waterbody
Total Maximum Daily Load (TMDL)
If the discharge from the site of permit coverage flows to or could reasonably be expected to flow
to any water body for which a TMDL has been approved, and stormwater discharges associated with
construction activity were assigned a pollutant-specific Wasteload Allocation (WLA) under the
TMDL, the division may:
Ensure the WLA is implemented properly throu�h alternative local requirements, such as by a
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Permit No. COR400000
municipal stormwater permit; or
ii. Notify the permittee of the WLA and amend the permittee's certification to add specific
effluent limits and other requirements, as appropriate. The permitteemay be required to do
the following:
(a� Under the permittee's SWMP, implement specific control measures based on
requirements of the WLA, and evaluate whether the requirements are met through
implementation of existing stormwater control measures or if additional control
measures are necessary. Document the calculations or other evidence demonstrating
that the requirements are expected to be met; and
(b) If the evaluation shows that additional or modified control measures are necessary,
describe the type and schedule for the control measure additions or modifications.
iii. Discharge monitoring may also be required. The permittee may maintain covera�e under the
general permit provided they comply with the applicable requirements outlined above. The
division reserves the right to require individual or alternate general permit coverage.
3. General Requirements
Discharges authorized by this permit shall not cause, have the reasonable potential to cause, or
measurably contribute to an exceedance of any applicable water quality standard, induding
narrative standards for water quality.
b. The division may require sampling and testing, on a case-by-case basis, in the event that there is
reason to suspect that the SWMP is not adequately minimizing pollutants in stormwater or in order
to measure the effectiveness of the control measures in removin� pollutants in the effluent. Such
monitoring may include Whole Effluent Toxicity testing.
The permittee must comply with the lawful requirements of federal a�encies, municipalities,
counties, drainage districts and other local agencies including applicable requirements in Municipal
Stormwater Mana�ement Programs developed to comply with CDPS permits. The permittee must
comply with local stormwater management requirements, policies and guidelines including those
for erosion and sediment control.
All construction site wastes must be properly managed to prevent potential pollution of state
waters. This permit does not authorize on-site waste disposal.
This permit does not relieve the permittee of the reporting requirements in 40 CFR 110, 40 CFR 117
or 40 CFR 302. Any discharge of hazardous material must be handled in accordance with the
division's Noncompliance Notification Requirements (see Part II.L of the permit).
C. STORMWATER MANAGEMENT PLAN (SWMP) REQUIREMENTS
SWMP General Requirements
a. A SWMP shall be developed for each construction site listed under Part I.A.3.a, including but not
limited to, construction activity that will disturb one acre or more and/or are part of a common
plan of development or sale covered by this permit. The SWMP must be prepared in accordance
with good engineering, hydrologic and pollution control practices.
For public emer�ency related sites, a SWMP shall be created no later than 14 days after the
commencement of construction activities.
b. The permittee must implement the provisions of the SWMP as written and updated, from
commencement of construction activity until final stabilization is complete. The division may
review the SWMP.
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Permit No. COR400000
c. A copy of the SWMP must be retained onsite or be onsite when construction activities are occurring
at the site unless the permittee specifies another location and obtains approval from the division.
2. SWMP Content
a. The SWMP, at a minimum, must include the following elements.
i. Qualified Stormwater Mana�er. The SWMP must list individual(s) by title and name who are
designated as responsible for implementing the SWMP in its entirety and meet the definition of
a Qualified Stormwater Mana�er. This role may be filled by more than one individual.
ii. Spill Prevention and Response Plan. The SWMP must have a spill prevention and response plan.
The plan may incorporate by reference any part of a Spill Prevention Control and
Countermeasure (SPCC) plan under section 311 of the Clean Water Act (CWA) or a Spill
Prevention Plan required by a separate CDPS permit. The relevant sections of any referenced
plans must be available as part of the SWMP consistent with Part I.C.4.
iii. Other CDPS Permits. The SWMP must list the applicable CDPS permits associated with the
permitted site and the activities occurring on the permitted site (e.g. a CDPS Dewatering
Permit).
iv. Materials Handlin�. The SWMP must describe handling procedures of all control measures
implemented at the site to minimize impacts from handling significant materials that could
contribute pollutants to runoff. These handling procedures can include control measures for
pollutants and activities such as, exposed storage of building materials, paints and solvents,
landscape materials, fertilizers or chemicals, sanitary waste material, trash and equipment
maintenance or fueling procedures.
v. Potential Sources of Pollution. The SWMP must list all potential sources of pollution which may
reasonably be expected to affect the quality of stormwater discharges associated with
construction activity from the site. This may include, but is not limited to, the following
pollutant sources:
(a) Disturbed and stored soils;
(b) Vehicle tracking of sediments;
(c) Management of contaminated soils, if known to be present, or if contaminated soils
are found during construction;
(d) Loading and unloading operations;
(e) Outdoor storage activities (erodible building materials, fertilizers, chemicals, etc.);
�f� Vehicle and equipment maintenance and fueling;
(gy Significant dust or particulate generating processes (e.g., saw cutting material,
including dust);
(h) Routine maintenance activities involving fertilizers, pesticides, herbicides, detergents,
fuels, solvents, oils, etc.;
(i� On-site waste management practices (waste piles, liquid wastes, dumpsters);
(j ) Concrete truck/equipment washing, including washing of the concrete truck chute and
associated fixtures and equipment;
(k) Dedicated asphalt, concrete batch plants and masonry mixing stations;
Page 14 of 32
Permit No. COR400000
(l) Non-industrial waste sources such as worker trash and portable toilets.
vi. Implementation of Control Measures. The SWMP must inctude design specifications that contain
information on the implementation of all the structural and nonstructural control measures in
use on the site in accordance with good engineering, hydrologic and pollution control
practices; including, as applicable, drawings, dimensions, installation information, materials,
implementation processes, control measure-specific inspection expectations, and maintenance
requirements.
The SWMP must include a documented use agreement between the permittee and the owner or
operator of any control measures located outside of the permitted area, that are utilized by
the permittee's construction site for compliance with this permit, but not under the direct
control of the permittee. The permittee is responsible for ensuring that all control measures
located outside of their permitted area, that are being utilized by the permittee's construction
site, are properly maintained and in compliance with all terms and conditions of the permit.
The SWMP must include all information required of and relevant to any such control measures
located outside the permitted area, including location, installation specifications, design
specifications and maintenance requirements.
vii. Site Description. The SWMP must include a site description which includes, at a minimum, the
following:
(ay The nature of the construction activity at the site;
(b) The proposed schedule for the sequence for major construction activities and the
planned implementation of control measures for each phase. (e.g. clearing, grading,
utilities, vertical, etc.);
(c y Estimates of the total acreage of the site, and the acreage expected to be disturbed
by clearing, excavation, grading, or any other construction activities;
(d) A summary of any existing data and sources used in the development of the
construction site plans or SWMP that describe the soil types found in the permitted
area and the erodibility of the identified soil types;
fe� A description of the percent cover of native vegetation on the site if the site is
undisturbed, or the percent cover of native vegetation in a similar, local undisturbed
area or adequate reference area if the site is disturbed. Include the source or
methodology for determining the percentage. If a percent cover is not appropriate for
the site location (i.e. arid), describe the technique and justification for the identified
cover of native vegetation;
(f� A description of any allowable non-stormwater discharges at the site, includin� those
being discharged under a separate CDPS permit or a division low risk discharge
�uidance policy, and applicable control measures installed;
�g) A description of the drainage patterns from the site, including a description of the
immediate source receiving the discharge and the receiving water(s) of the discharge,
if different than the immediate source. If the stormwater discharge is to a municipal
separate storm sewer system, include the name of the entity owning that system, the
location(s) of the stormwater discharge, and the receiving water(s);
�h) A description of all stream crossings located within the construction site boundary; and
(i) A description of the alternate temporary stabilization schedule, if applicable (Part
1.B.1.a.iii(a)).
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Permit No. COR400000
�ja A description of the alternative diversion criteria as approved by the division, if
applicable (Part 1.B.1.a.i(i)(3)).
viii. Site Map. The SWMP must include a site map which includes, at a minimum, the following:
(a � Construction site boundaries;
(b) Flow arrows that depict stormwater flow directions on-site and runoff direction;
(c ) All areas of ground disturbance including areas of borrow and fill;
(d) Areas used for storage of soil;
(e) Locations of all waste accumulation areas, including areas for liquid, concrete,
masonry, and asphalt;
�f� Locations of dedicated asphalt, concrete batch plants and masonry mixing stations;
�g� Locations of all structural control measures;
(h) Locations of all non-structural control measures (e.g. temporary stabilization);
(i� Locations of springs, streams, wetlands, diversions and other state waters, including
areas that require pre-existing vegetation be maintained within 50 feet of a receiving
water, where determined feasible in accordance with Part 1.B.1.a.i(e);
�j� Locations of all stream crossings located within the construction site boundary; and
(k) Locations where alternative temporary stabilization schedules apply.
ix. Temporary Stabilization, Final Stabilization and Long Term Stormwater Management.
(a) The SWMP must document the constraints necessitating an alternative temporary
stabilization schedule, as referenced in Part 1.B.1.a.iii(a), provide the alternate
stabilization schedule, andidentify all locations where the alternative schedule is
applicable on the site map.
(b) The SWMP must describe and locate the methods used to achieve final stabilization of
all disturbed areas at the site, as listed in Part 1.B.1.a.iii(b).
(c) The SWMP must describe the measures used to establish final stabilization through
vegetative cover or alternative stabilization method, as referenced in Part
1.B.1.a.iii(c), and describe and locate any temporary control measures in place during
the process of final stabilization.
(d) The SWMP must describe and locate any planned permanent control measures to
control pollutants in stormwaterdischarges that will occur after construction
operations are completed, induding but not limited to, detention/retention ponds,
rain gardens, stormwater vaults, etc.
x. Inspection Reports. The SWMP must include documented inspection reports in accordance with
Part I.D.5.c.
SWMP Review and Revisions
Permittees must keep a record of SWMP changes made that includes the date and identification of the
chan�es. The SWMP must be amended when the following occurs:
A change in design, construction, operation, or maintenance of the site requiring implementation
Page 16 of 32
Permit No. COR400000
of new or revised control measures;
b. The SWMP proves ineffective in controlling pollutants in stormwater runoff in compliance with the
permit conditions;
c. Control measures identified in the SWMP are no longer necessary and are removed; and
d. Corrective actions are taken onsite that result in a change to the SWMP.
e. The site or areas of the site qualifying for reduced frequency inspections under Part I.D.4.
For SWMP revisions made prior to or following a change(s) onsite, including revisions to sections
addressing site conditions and control measures, a notation must be included in the SWMP that identifies
the date of the site chan�e, the control measure removed, or modified, the location(s) of those control
measures, and any chan�es to the control measure(s). The permittee must ensure the site changes are
reflected in the SWMP. The permittee is noncompliant with the permit until the SWMP revisions have
been made.
4. SWMP Availability
A copy of the SWMP must be provided upon request to the division, EPA, and any local agency with
authority for approvin� sediment and erosion plans, �rading plans or stormwater management plans
within the time frame specified in the request. If the SWMP is required to be submitted to any of these
entities, the submission must include a signed certification in accordance with Part I.A.3.e, certifying
that the SWMP is complete and compliant with all terms and conditions of the permit.
All SWMPs required under this permit are considered reports that must be available to the public under
Section 308(b) of the CWA and Section 61.5(4) of the CDPS regulations. The permittee must make plans
available to members of the public upon request. However, the permittee may claim any portion of a
SWMP as confidential in accordance with 40 CFR Part 2.
D. SITE INSPECTIONS
Site inspections must be conducted in accordance with the followin� requirements. The required inspection
schedules are a minimum frequency and do not affect the permittee's responsibility to implement control
measures in effective operating condition as prescribed in the SWMP, Part I.C.2.a.vi, as proper maintenance of
control measures may require more frequent inspections. Site inspections shall start within 7 calendar days of
the commencement of construction activities on site.
Person Responsible for Conducting Inspections
The person(s) inspecting the site may be on the permittee's staff or a third party hired to conduct
stormwater inspections under the direction of the permittee(s). The permittee is responsible for
ensuring that the inspector meets the definition of a Qualified Stormwater Manager. The inspector may
be different than the individual(s) listed in Part I.C.2.a.i.
2. Inspection Frequency
Permittees must conduct site inspections in accordance with on the following minimum frequencies,
unless the site meets the requirements of Part I.D.3. All inspections must be recorded per Part I.D.5.c.
a. At least one inspection every 7 calendar days; or
b. At least one inspection every 14 calendar days, if post-storm event inspections are conducted
within 24 hours after the end of any precipitation or snowmelt event that causes surface erosion.
Post-storm inspections may be used to fulfill the 14-day routine inspection requirement.
When site conditions make the schedule required in this section impractical, the permittee may
Page 17 of 32
Permit No. COR400000
petition the division to grant an alternate inspection schedule. The alternative inspection schedule
must not be implemented prior to written approval by the division and incorporation into the
SWMP.
3. Inspection Frequency for Discharges to Outstanding Waters
Permittees must conduct site inspections at least once every 7 calendar days for sites that discharge to
a water body designated as an Outstanding Water by the Water Quality Control Commission.
�. Reduced Inspection Frequency
The permittee may perform site inspections at the followin� reduced frequencies when one of the
following conditions exists:
Post-Storm Inspections at Temporarily Idle Sites
For permittees choosin� an inspection frequency pursuant to Part I.D.2.b and if no construction
activities will occur followin� a storm event, post-storm event inspections must be conducted prior
to re-commencing construction activities, and no later than 72 hours followinQ the storm event. If
the post-storm event inspection qualifies under this section, the inspection delay must be
documented in the inspection record per Part I.D.5.c. Routine inspections must still be conducted
at least every 14 calendar days.
b. Inspections at Completed Sites/Areas
When the site, or portions of a site, are awaiting establishment of a vegetative ground cover and
final stabilization, the permittee must conduct a thorou�h inspection of the stormwater
management system at least once every 30 days. Post-storm event inspections are not required
under this schedule. This reduced inspection schedule is allowed if all of the following criteria are
met:
i. All construction activities resulting in ground disturbance are complete;
ii. All activities required for final stabilization, in accordance with Part 1.B.1.a.iii(b) Ft (c) and
with the SWMP, have been completed, with the exception of the application of seed that has
not occurred due to seasonal conditions or the necessity for additional seed application to
augment previous efforts; and
iii. The SWMP has been amended to locate those areas to be inspected in accordance with the
reduced schedule allowed for in this paragraph.
c. Winter Conditions Inspections Exclusion
Inspections are not required for sites that meet all of the following conditions: construction
activities are temporarily halted, snow cover exists over the entire site for an extended period, and
melting conditions posing a risk of surface erosion do not exist. This inspection exception is
applicable only during the period where melting conditions do not exist, and applies to the routine
7-day, 14-day and monthly inspections, as well as the post-storm-event inspections. When this
inspection exclusion is implemented, the following information must be documented in accordance
with the requirements in Part I.C.3 and Part I.D.5.c:
Dates when snow cover existed;
ii. Date when construction activities ceased; and
iii. Date meltin� conditions began.
Inspection Scope
Page 18 of 32
Permit No. COR400000
a. Areas to Be Inspected
When conducting a site inspection the followin� areas, if applicable, must be inspected for
evidence of, or the potential for, pollutants leaving the construction site boundaries, entering the
stormwater drainage system or dischargin� to state waters:
i. Construction site perimeter;
ii. All disturbed areas;
iii. Locations of installed control measures;
iv. Designated haul routes;
v. Material and waste storage areas exposed to precipitation;
vi. Locations where stormwater has the potential to discharge offsite; and
vii. Locations where vehicles exit the site.
b. Inspection Requirements
i. Visually verify whether all implemented control measures are in effective operational
condition and are working as designed in their specifications to minimize pollutant discharges.
ii. Determine if there are new potential sources of pollutants.
iii. Assess the adequacy of control measures at the site to identify areas requiring new or modified
control measures to minimize pollutant discharges.
iv. Identify all areas of non-compliance with the permit requirements and, if necessary,
implement corrective action(s) in accordance with Part 1.B.1.c.
c. Inspection Reports
The permittee must keep a record of all inspections conducted for each permitted site. Inspection
reports must identify any incidents of noncompliance with the terms and conditions of this permit.
All inspection reports must be signed and dated in accordance with Part I.A.3.f. Inspection records
must be retained in accordance with Part II.O. At a minimum, the inspection report must include:
i. The inspection date;
ii. Name(s) and title(s) of personnel conductin� the inspection;
iii. Weather conditions at the time of inspection;
iv. Phase of construction at the time of inspection;
v. Estimated acreage of disturbance at the time of inspection;
vi. Location(s) and identification of control measures requiring routine maintenance;
vii. Location(s) and identification of discharges of sediment or other pollutants from the site;
viii. Location(s) and identification of inadequate control measures;
ix. Location(s) and identification of additional control measures needed that were not in place at
the time of inspection;
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Permit No. COR400000
x. Description of corrective action(s) for items vii, viii, ix, above, dates corrective action(s) were
completed, including requisite changes to the SWMP, as necessary;
xi. Description of the minimum inspection frequency (either in accordance with Part I.D.2, Part
I.D.3 or Part I.D.4.) utilized when conducting each inspection.
xii. Deviations from the minimum inspection schedule as required in Part I.D.2. This would include
documentation of division approval for an alternate inspection schedule outlined in Part
I.D.2.c;
xiii. After adequate corrective action(s) have been taken, or where a report does not identify any
incidents requiring corrective action, the report shall contain a statement as required in Part
I.A.3.f.
E. DEFINITIONS
For the purposes of this permit:
(�) Bypass the intentional diversion of waste streams from any portion of a treatment facilityin
accordance with 40 CFR 122.41(m)(1)(i) and Regulation 61.2(12).
(2) Common Plan of Development or Sale - A contiguous area where multiple separate and distinct
construction activities may be taking place at different times on different schedules, but remain
related. The division has determined that "contiguous" means construction activities located in
close proximity to each other (within'/a mile). Construction activities are considered to be "related"
if they share the same development plan, builder or contractor, equipment, storage areas, etc.
"Common plan of development or sale" includes construction activities that are associated with the
construction of field wide oil and gas permits for facilities that arerelated.
�3> Construction Activity - Ground surface disturbing and associated activities (land disturbance), which
include, but are not limited to, clearing, grading, excavation, demolition, installation of new or
improved haul roads and access roads, stagin� areas, stockpiling of fill materials, and borrow areas.
Construction does not include routine maintenance to maintain the original line and grade, hydraulic
capacity, or original purpose of the facility. Activities to conduct repairs that are notpart of routine
maintenance or for replacement are construction activities and are not routine maintenance.
Repaving activities where underlyin� and/or surrounding soil is exposed as part of the repaving
operation are considered construction activities. Construction activity is from initial �round breaking
to final stabilization regardless of ownership of the construction activities.
�a> Control Measure - Any best management practice or other method used to prevent or reduce the
discharge of pollutants to state waters. Control measures include, but are not limited to, best
mana�ement practices. Control measures can include other methods such as the installation,
operation, and maintenance of structural controls and treatment devices.
�5> Control Measure Requiring Routine Maintenance - Any control measure that is still operatin� in
accordance with its design and the requirements of this permit, but requires maintenance to
prevent a breach of the control measure. See also inadequate control measure.
�6� Dedicated Asphalt, Concrete Batch Plants and Masonry Mixing Stations - Are batch plants or mixing
stations located on, or within'/4 mile of, a construction site and that provide materials only tothat
specific construction site.
��� Diversion - Discharges of state waters that are temporarily routed through channels or structures
(e.g. in-stream, uncontaminated springs, non-pumped groundwater, temporary rerouting of surface
waters).
�s� Final Stabilization - The condition reached when construction activities at the site have been
Page 20 of 32
Permit No. COR400000
completed, permanent stabilization methods are complete, and temporary control measures are
removed. Areas being stabilized with a vegetative cover must have evenly distributed perennial
vegetation. The vegetation coverage must be, at a minimum, equal to 70 percent of what would
have been provided by native vegetation in a local, undisturbed area or adequate reference site.
�9� Good Engineering, Hydrologic and Pollution Control Practices: are methods, procedures, and
practices that:
a. Are based on basic scientific fact(s).
b. Reflect best industry practices and standards.
Are appropriate for the conditions and pollutant sources.
d. Provide appropriate solutions to meet the associated permit requirements, including
practice based effluent limits.
��o� Inadequate Control Measure - Any control measure that is not designed or implemented in
accordance with the requirements of the permit and/or any control measure that is not
implemented to operate in accordance with its design. See also Control Measure RequiringRoutine
Maintenance.
���> Infeasible - Not technologically possible, or not economically practicable and achievable in lightof
best industry practices.
��z> Minimize - reduce or eliminate to the extent achievable using control measures that are
technologically available and economically practicable and achievable in light of bestindustry
practice.
(�3) Municipality - A city, town, county, district, association, or other public body created by, or under,
State law and having jurisdiction over disposal of sewage, industrial wastes, or other wastes, or a
designated and approved management agency under section 208 of CWA (1987).
(�a) Municipal Separate Storm Sewer System (MS4) - A conveyance or system of conveyances (including
roads with drainage systems, municipal streets, catch basins, curbs, gutters, ditches, man-made
channels, or storm drains):
a. Owned or operated by a State, city, town, county, district, association, or other public
body (created by or pursuant to State law) having jurisdiction over disposal of sewage,
industrial wastes, stormwater, or other wastes, including special districts under State
law such as a sewer district, flood control district or drainage district, or similar entity,
or a designated and approved management agency under section 208 of the CWA that
discharges to state waters;
Designed or used for collecting or conveying stormwater;
Are not a combined sewer; and
iii. Are not part of a Publicly Owned Treatment Works (POTW). See 5 CCR 1002-
61.2(62).
��5� Municipal Stormwater Management Program - A stormwater program operated by a municipality,
typically to meet the requirements of the municipalities M54 discharge certification.
(�6) Operator - The party that has operational control over day-to-day activities at a project sitewhich
are necessary to ensure compliance with the permit. This party is authorized to direct individuals at
a site to carry out activities required by the permit (i.e. the �eneral contractor).
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Permit No. COR400000
���> Outstanding Waters - Waters designated as outstanding waters pursuant to Regulation 31, Section
31.8(2)(a). The highest level of water quality protection applies to certain waters that constitute an
outstanding state or national resource.
��s� Owner - The party that has overall control of the activities and that has funded the implementation
of the construction plans and specifications. This is the party that may have ownership of, a long
term lease of, or easements on the property on which the construction activity is occurring (e.g. the
developer).
��9� Permittee(s) - The owner and operator named in the discharge certification issued underthis permit
for the construction site specified in the certification.
�20> Point Source - Any discernible, confined, and discrete conveyance, including, but not limited to, any
pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling stock, concentrated
animal feeding operation, or vessel or other floating craft, from which pollutants are or may be
discharged. Point source does not include irrigation return flow. See 5 CCR102-61.2(75).
�z�> Pollutant - Dredged spoil, dirt, slurry, solid waste, incinerator residue, sewage, sewa�e sludge,
�arbage, trash, chemical waste, biological nutrient, biological material, radioactive material, heat,
wrecked or discarded equipment, rock, sand, or any industrial, municipal or agricultural waste. See
5 CCR 1002-61.2(76).
(zz) Presentation of credentials - a government issued form of identification, if in person; or (ii)
providing name, position and purpose of inspection if request to enter is made via telephone, email
or other form of electronic communication. A Permittee's non-response to a request to enter upon
presentation of credentials constitutes a denial to such request, and may result in violation of the
Permit.
�23> Process Water - Any water which, during manufacturing or processing, comes into contact withor
results from the production of any raw material, intermediate product, finished product, by product
or waste product.
�za> Public Emergency Related Site - a project initiated in response to an unanticipated emergency (e.g.,
mud slides, earthquake, extreme flooding conditions, disruption in essential public services), for
which the related work requires immediate authorization to avoid imminent endan�erment to
human health or the environment, or to reestablish essential public services.
�25> Qualified Stormwater Manager - An individual knowledgeable in the principles and practices of
erosion and sediment control and pollution prevention, and with the skills to assess conditionsat
construction sites that could impact stormwater quality and to assess the effectiveness of
stormwater controls implemented to meet the requirements of this permit.
(z6) Qualifying Local Program - A municipal program for stormwater dischar�es associated withsmall
construction activity that was formally approved by the division as a qualifying local program.
�z�� Receivin� Water - Any classified or unclassified surface water se�ment (including tributaries) inthe
State of Colorado into which stormwater associated with construction activities discharges. This
definition includes all water courses, even if they are usually dry, such as borrow ditches, arroyos,
and other unnamed waterways.
(zs) Severe Property Damage - substantial physical damage to property, damage to the treatment
facilities which causes them to become inoperable, or substantial and permanent loss of natural
resources which can reasonably be expected to occur in the absence of a bypass. Severe property
dama�e does not mean economic loss caused by delays in production. See 40 CFR 122.41(m)(1)(ii).
�29> Significant Materials - Include, but not limited to, raw materials; fuels; materials such as solvents,
detergents, and plastic pellets; finished materials such as metallic products; raw materials used in
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Permit No. COR400000
food processing or production; hazardous substances designated under section 101(14) of CERCLA;
any chemical the permittee is required to report under section 313 of Title III of the Superfund
Amendments and Reauthorization Act (SARA); fertilizers; pesticides; and waste products such as
ashes, slag and sludge that have the potential to be released with stormwater discharges.
�30� Small Construction Activity - The discharge of stormwater from construction activities that result in
land disturbance of equal to, or �reater than, one acre and less than five acres. Small construction
activity also includes the disturbance of less than one acre of total land area that is part of a larger
common plan of development or sale, if the larger common plan ultimately disturbs equal to, or
greater than, one acre and less than five acres.
(3�� Spill - An unintentional release of solid or liquid material which may pollute state waters.
�3z> State Waters - means any and all surface and subsurface waters which are contained in or flow in or
through this state, but does not include waters in sewage systems, waters in treatment works of
disposal systems, waters in potable water distribution systems, and all water withdrawn for use until
use and treatment have been completed.
(33) Steep Slopes: where a local government, or industry technical manual (e.g. stormwater BMP manual)
has defined what is to be considered a"steep slope", this permit's definition automatically adopts
that definition. Where no such definition exists, steep slopes are automatically defined as those that
are 3:1 or greater.
�3a� Stormwater - Precipitation runoff, snow melt runoff, and surface runoff and drainage. See 5 CCR
1002-61.2(103).
�35> Total Maximum Daily Loads (TMDLs) -The sum of the individual wasteload allocations (WLA) for point
sources and load allocations (LA) for nonpoint sources and natural background. For the purposes of
this permit, a TMDL is a calculation of the maximum amount of a pollutant that a waterbody can
receive and still meet water quality standards, and an allocation of that amount to the pollutant's
sources. A TMDL includes WLAs, LAs, and must include a margin of safety (MOS), and account for
seasonal variations. See section 303(d) of the CWA and 40 C.F.R. 130.2 and 130.7.
�36> Upset - an exceptional incident in which there is unintentional and temporary noncompliancewith
permit effluent limitations because of factors beyond the reasonable control of the permittee. An
upset does not include noncompliance to the extent caused by operational error, improperly
designed treatment facilities, inadequate treatment facilities, lack of preventative maintenance, or
careless or improper operation in accordance with 40 CFR 122.41(n) and Regulation 61.2(114).
F. MONITORING
The division may require sampling and testing, on a case-by-case basis. If the division requires sampling and
testing, the division will send a notification to the permittee. Reporting procedures for any monitoring data
collected will be included in the notification.
If monitoring is required, the followin� applies:
1. The thirty (30) day average must be determined by the arithmetic mean of allsamples collected
during a thirty (30) consecutive-day period; and
2. A grab sample, for monitoring requirements, is a single "dip and take" sample.
G. OIL AND GAS CONSTRUCTION
Stormwater discharges associated with construction activities directly related to oil and gas exploration,
production, processing, and treatment operations or transmission facilities are re�ulated under the Colorado
Discharge Permit System Regulations (5 CCR 1002-61), and require coverage under this permit in accordance
with that regulation. However, references in this permit to specific authority under the CWA do not apply to
Page 23 of 32
Permit No. COR400000
stormwater discharges associated with these oil and gas related construction activities, to the extent that the
references are limited by the federal Energy Policy Act of 2005.
Page 24 of 32
Permit No. COR400000
Part II: Standard Permit Conditions
A. DUTY TO COMPLY
The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a
violation of the Water Quality Control Act and is �rounds for:
1. Enforcement action;
2. Permit termination, revocation and reissuance, or modification; or
3. Denial of a permit renewal application.
B. DUTY TO REAPPLY
If the permittee wishes to continue an activity regulated by this permit after the expiration date of this
permit, the permittee must apply for and obtain authorization as required by Part I.A.3.k. of the permit.
C. NEED TO HALT OR REDUCE ACTIVITY NOT A DEFENSE
It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the conditions of this permit.
D. DUTY TO MITIGATE
A permittee must take all reasonable steps to minimize or prevent any discharge in violation of this permit
which has a reasonable likelihood of adversely affecting human health or the environment.
E. PROPER OPERATION AND MAINTENANCE
A permittee must at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) that are installed or used by the permittee to achieve compliance with the
conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and
appropriate quality assurance procedures. This provision requires the operation of backup or auxiliary facilities
or similar systems which are installed by the permittee only when the operation is necessary to achieve
compliance with the conditions of this permit. This requirement can be met by meeting the requirements for
Part I.B., I.C., and I.D. above. See also 40 C.F.R. § 122.41(e).
F. PERMIT ACTIONS
This permit may be modified, revoked and reissued, or terminated for cause. The permittee request for a
permit modification, revocation and reissuance, or termination, or a notification of planned changes or
anticipated noncompliance does not stay any permit condition. Any request for modification, revocation,
reissuance, or termination under this permit must comply with all terms and conditions of Regulation 61.8(8).
G. PROPERTY RIGHTS
In accordance with 40 CFR 122.41(�) and 5 CCR 1002-61, 61.8(9):
1. The issuance of a permit does not convey any property or water rights in either real or personal
property, or stream flows or any exclusive privile�e.
2. The issuance of a permit does not authorize any injury to person or property or any invasion of
personal rights, nor does it authorize the infringement of federal, state, or local laws or regulations.
3. Except for any toxic effluent standard or prohibition imposed under Section 307 of the Federal act or
any standard for sewage sludge use or disposal under Section 405(d) of the Federal act, compliance
with a permit during its term constitutes compliance, for purposes of enforcement, with Sections 301,
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Permit No. COR400000
302, 306, 318, 403, and 405(a) and (b) of the Federal act. However, a permit may be modified,
revoked and reissued, or terminated durin� its term for cause as set forth in Section 61.8(8) of the
Colorado Discharge Permit System Regulations.
H. DUTY TO PROVIDE INFORMATION
The permittee shall furnish to the division, within a reasonable time, any information which the division may
request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit, or
to determine compliance with this permit. The permittee shall also furnish to the division, upon request,
copies of records required to be kept by this permit in accordance with 40 CFR 122.41(h) and/or Regulation
61.8(3)(q).
I. INSPECTION AND ENTRY
The permittee shall allow the division and the authorized representative, upon the presentation of credentials
as required by law, to allow for inspections to be conducted in accordance with 40 CFR 122.41(i), Regulation
61.8(3), and Regulation 61.8(4):
1. To enter upon the permittee's premises where a regulated facility or activity is locatedor in which any
records are required to be kept under the terms and conditions of this permit;
2. At reasonable times to have access to and copy any records required to be kept underthe terms and
conditions of this permit;
3. At reasonable times, inspect any monitoring equipment or monitoring method requiredin the permit;
and
4. To enter upon the permittee's premises in a reasonable manner and at a reasonable time to inspect or
investigate, any actual, suspected, or potential source of water pollution, or any violation of the
Colorado Water Quality Control Act. The investigation may include: sampling of any discharges,
stormwater or process water, taking of photographs, interviewing site staff on alleged violations and
other matters related to the permit, and assessing any and all facilities or areas within the site that
may affect discharges, the permit, or an alleged violation.
The permittee shall provide access to the division or other authorized representatives upon
presentation of proper credentials. A permittee's non-response to a request to enter upon
presentation of credentials constitutes a denial of such request, and may result in a violation of the
permit.
J. MONITORING AND RECORDS
1. Samples and measurements taken for the purpose of monitoring must be representativeof the volume
and nature of the monitored activity.
2. The permittee must retain records of all monitoring information, including all calibration and
maintenance records and all original strip chart recordings for continuous monitoring instrumentation,
copies of all reports required by this permit, and records of all data used to complete the application
for this permit, for a period of at least three years from the date the permit expires or the date the
permittee's authorization is terminated. This period may be extended by request of the division at
any time.
3. Records of monitoring information must include:
a. The date, exact ptace, and time of sampling or measurements;
The individual(s) who performed the sampling or measurements;
The date(s) analyses were performed
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Permit No. COR400000
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
The results of such analyses.
4. Monitoring must be conducted according to test procedures approved under 40 CFR Part 136, unless
other test procedures have been specified in the permit.
K. SIGNATORY REQUIREMENTS
1. Authorization to Sign:
All documents required to be submitted to the division by the permit must be signed in accordance with
the following criteria:
a. For a corporation: by a responsible corporate officer. For the purpose of this subsection, a
responsible corporate officer means:
A president, secretary, treasurer, or vice president of the corporation in charge of a principal
business function, or any other person who performs similar policy- or decision-making
functions for the corporation, or
ii. The manager of one or more manufacturing, production, or operating facilities, provided, the
manager is authorized to make management decisions which govern the operation of the
regulated facility including having the explicit or implicitduty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to
assure long term environmental compliance with environmental laws and re�ulations; the
manager can ensure that the necessary systems are established or actions taken to gather
complete and accurate information for permit application requirements; and where authority
to si�n documents has been assigned or delegated to the mana�er in accordance with
corporate procedures.
b. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
c. For a municipality, state, federal, or other public agency: By either a principal executive officer or
ranking elected official. For purposes of this subsection, a principal executive officer of a federal
agency includes
The chief executive officer of the agency, or
ii. A senior executive officer having responsibility for the overall operations of a principal
geographic unit of the agency. (e.g. Regional Administrator of EPA)
2, Electronic Signatures
For persons signing applications for covera�e under this permit electronically, in addition to meeting
other applicable requirements stated above, such signatures must meet the same signature,
authentication, and identity-proofing standards set forth at 40 CFR g 3.2000(b) for electronic reports
(including robust second-factor authentication). Compliance with this requirement can be achieved by
submitting the application usin� the Colorado Environmental Online Service (CEOS) system.
Change in Authorization to Sign
If an authorization is no longer accurate because a different individual or position has responsibility for
the overall operation of the facility, a new authorization must be submitted to the division, prior to the
re-authorization, or together with any reports, information, or applications to be signed by an
authorized representative.
Page 27 of 32
Permit No. COR400000
L. REPORTING REQUIREMENTS
1. Planned Changes
The permittee shall �ive advance notice to the division, in writing, of any planned physical alterations
or additions to the permitted facility in accordance with 40 CFR 122.41(l) and Regulation 61.8(5)(a).
Notice is required only when:
The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a facility is a new source in 40 CFR 122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of
pollutants discharged. This notification applies to pollutants which are subject neither to effluent
limitations in the permit, nor to notification requirements under 40 CFR 122.41(a)(1).
Anticipated Non-Compliance
The permittee shall give advance notice to the division, in writing, of any planned changes in the
permitted facility or activity that may result in noncompliance with permit requirements. The timing of
notification requirements differs based on the type of non-compliance as described in subparagraphs 5,
6, 7, and 8 below.
3. Transfer of Ownership or Control
The permittee shall notify the division, in writing, ten (10) calendar days in advance of a proposed
transfer of the permit. This permit is not transferable to any person except after notice is given to the
division.
Where a facility wants to change the name of the permittee, the original permittee (the first owner
or operators) must submit a Notice of Termination.
b. The new owner or operator must submit an application. See also signature requirements in Part
II.K, above.
c. A permit may be automatically transferred to a new permittee if:
The current permittee notifies the division in writing 30 calendar days in advance of the
proposed transfer date; and
ii. The notice includes a written agreement between the existing and new permittee(s)
containing a specific date for transfer of permit responsibility, coverage and liability between
them; and
iii. The division does not notify the existing permittee and the proposed new permittee of its
intent to modify, or revoke and reissue the permit.
iv. Fee requirements of the Colorado Discharge Permit System Regulations, Section 61.15, have
been met.
�. Monitoring reports
Monitoring results must be reported at the intervals specified in this permit per the requirements of 40
CFR 122.41(l)(4).
Compliance Schedules
Reports of compliance or noncompliance with, or any pro�ress reports on, interim and final
requirements contained in any comptiance schedule in the permit, shall be submitted on the date listed
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Permit No. COR400000
in the compliance schedule section. The fourteen (14) calendar day provision in Regulation 61.8(4)(n)(i)
has been incorporated into the due date.
6. Twenty-four Hour Reporting
In addition to the reports required elsewhere in this permit, the permittee shall report the following
circumstances orally within twenty-four (24) hours from the time the permittee becomes aware of the
circumstances, and shall mail to the division a written report containing the information requested
within five (5) working days after becoming aware of the following circumstances:
a. Circumstances leading to any noncompliance which may endanger health or the environment
regardless of the cause of the incident;
b. Circumstances leading to any unanticipated bypass which exceeds any effluent limitations in the
permit;
c. Circumstances leading to any upset which causes an exceedance of any effluent limitation in the
permit;
d. Daily maximum violations for any of the pollutants limited by Part I of this permit. This includes any
toxic pollutant or hazardous substance or any pollutant specifically identified as the method to
control any toxic pollutant or hazardous substance.
e. The division may waive the written report required under subpara�raph 6 of this section if the oral
report has been received within 24 hours.
7. Other Non-Compliance
A permittee must report all instances of noncompliance at the time monitoring reports are due. If no
monitoring reports are required, these reports are due at least annually in accordance with Regulation
61.8(4)(p). The annual report must contain all instances of non-compliance required under either
subparagraph 5 or subparagraph 6 of this subsection.
8. Other Information
Where a permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application, or in any report to the Permitting Authority, it
has a duty to promptly submit such facts or information.
M.BYPA55
Bypass Not Exceeding Limitations
The permittees may allow any bypass to occur which does not cause effluent limitations to be
exceeded, but only if it also is for essential maintenance to assure efficient operation. These bypasses
are not subject to the provisions of Part II.M.2 of this permit. See 40 CFR 122.41(m)(2).
Notice of Bypass
a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, the permittee must
submit prior notice, if possible at least ten days before the date of the bypass. ee 40 CFR
§122.41(m)(3)(i) and/or Re�ulation 61.9(5)(c).
b. Unanticipated bypass. The permittee must submit notice of an unanticipated bypass in accordance
with Part II.L.6. See 40 CFR §122.41(m)(3)(ii).
Prohibition of Bypass
Page 29 of 32
Permit No. COR400000
Bypasses are prohibited and the division may take enforcement action against the permittee for bypass,
unless:
The bypass is unavoidable to prevent loss of life, personal injury, or severe property damaQe;
b. There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes, or maintenance duringnormal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise
of reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
Proper notices were submitted to the division.
N. UPSET
Effect of an upset
An upset constitutes an affirmative defense to an action brought for noncompliance with permit effluent
limitations if the requirements of Part II.N.2. of this permit are met. No determination made during
administrative review of claims that noncompliance was caused by upset, and before an action for
noncompliance, is final administrative action subject to judicial review in accordance with Regulation
61.8(3)(j).
2. Conditions Necessary for Demonstration of an Upset
A permittee who wishes to establish the affirmative defense of upset shall demonstrate through
properly signed contemporaneous operating logs, or other relevant evidence that:
An upset occurred and the permittee can identify the specific cause(s) of the upset;
b. The permitted facility was at the time being properly operated and maintained; and
The permittee submitted proper notice of the upset as required in Part II.L.6.(24- hour notice); and
The permittee complied with any remedial measure necessary to minimize or prevent any discharge
or sludge use or disposal in violation of this permit which has a reasonable likelihood of adversely
affecting human health or the environment. In addition to the demonstration required above, a
permittee who wishes to establish the affirmative defense of upset for a violation of effluent
limitations based upon water quality standards shall also demonstrate throu�h monitoring,
modeling or other methods that the relevant standards were achieved in the receiving water.
Burden of Proof
In any enforcement proceeding, the permittee seeking to establish the occurrence of an upset has the
burden of proof.
0. RETENTION OF RECORDS
1. Post-Expiration or Termination Retention
Copies of documentation required by this permit, including records of all data used to complete the
application for permit coverage to be covered by this permit, must be retained for at least three years
from the date that permit coverage expires or is terminated. This period may be extended by request of
EPA at any time.
On-site Retention
The permittee must retain an electronic version or hardcopy of the SWMP at the construction site from
Page 30 of 32
Permit No. COR400000
the date of the initiation of construction activities to the date of expiration or inactivation of permit
coverage; unless another location, specified by the permittee, is approved by the division.
P. REOPENER CLAUSE
Procedures for Modification or Revocation
Permit modification or revocation of this permit or coverage under this permit will be conducted
according to Regulation 61.8(8).
Water Quality Protection
If there is evidence indicating that the stormwater dischar�es authorized by this permit cause, have the
reasonable potential to cause or contribute to an excursion above any applicable water quality
standard, the permittee may be required to obtain an individual permit, or the permit may be modified
to indude different limitations and/or requirements.
Q. SEVERABILITY
The provisions of this permit are severable. If any provisions or the application of any provision of this permit
to any circumstances, is held invalid, the application of such provision to other circumstances and the
application of the remainder of this permit shall not be affected.
R. NOTIFICATION REQUIREMENTS
Notification to Parties
All notification requirements, excluding information submitted using the CEOS portal, shall be directed
as follows:
Oral Notifications, during normal business hours shall be to:
Clean Water Compliance Section
Water Quality Control Division
Telephone: (303) 692-3500
b. Written notification shall be to:
Clean Water Compliance Section
Water Quality Control Division
Colorado Department of Public Health and Environment
WQCD-WQP-B2
4300 Cherry Creek Drive South
Denver, CO 80246-1530
S. RESPONSIBILITIES
Reduction, Loss, or Failure of Treatment Facility
The permittee has the duty to halt or reduce any activity if necessary to maintain compliance with the
effluent limitations of the permit. It shall not be a defense for a permittee in an enforcement action
that it would be necessary to halt or reduce the permitted activity in order to maintain compliance with
the conditions of this permit.
T. OIL AND HAZARDOUS SUBSTANCE LIABILITY
Nothing in this permit shall be construed to prectude the institution of any legal action or relieve the
permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to
under Section 311 (Oil and Hazardous Substance Liability)of the CWA.
Page 31 of 32
Permit No. COR400000
U. EMERGENCY POWERS
Nothing in this permit shall be construed to prevent or limit application of any emergency power of the
division.
V. CONFIDENTIALITY
Any information relating to any secret process, method of manufacture or production, or sales or marketing
data which has been declared confidential by the permittee, and which may be acquired, ascertained, or
discovered, whether in any sampling investigation, emergency investigation, or otherwise, shall not be publicly
disclosed by any member, officer, or employee of the Water Quality Control Commission or the division, but
shall be kept confidential. Any person seekin� to invoke the protection of this section shall bear the burden of
proving its applicability. This section shall never be interpreted as preventing full disclosure of effluent data.
W. FEES
The permittee is required to submit payment of an annual fee as set forth in the 2016 amendments to the
Water Quality Control Act. Section 25-8-502 (1.1) (b), and the Colorado Dischar�e Permit System Re�ulations 5
CCR 1002-61, Section 61.15 as amended. Failure to submit the required fee when due and payable is a
violation of the permit and will result in enforcement action pursuant to Section 25-8-601 et. seq., C.R.S.1973
as amended.
X. DURATION OF PERMIT
The duration of a permit shall be for a fixed term and shall not exceed five (5) years. If the permittee desires
to continue to discharge, a permit renewal application shall be submitted at least ninety (90) calendar days
before this permit expires. Filing of a timely and complete application shall cause the expired permit to
continue in force to the effective date of the new permit. The permit's duration may be extended only through
administrative extensions and not through interim modifications. If the permittee anticipates there will be no
discharge after the expiration date of this permit, the division should be promptly notified so that itcan
terminate the permit in accordance with Part I.A.3.i.
Y. SECTION 307 TOXICS
If a toxic effluent standard or prohibition, including any applicable schedule of compliance specified, is
established by regulation pursuant to Section 307 of the Federal Act for a toxic pollutant which is present in
the permittee's discharge and such standard or prohibition is more stringent than any limitation upon such
pollutant in the discharge permit, the division shall institute proceedings to modify or revoke and reissue the
permit to conform to the toxic effluent standard or prohibition
APPENDIX B
CDHPE Construction Activity Permit Application
STATE OF COLOIZADO
Dedicated to protecting and improving the health and environment of the people of Colorado
4300 Cherry Creek Dr. S.
Denver, Colorado 80246-1530
Phone (303) 692•2000
TDD Line (303) 691-7700
Located in Glendale, Colorado
http://www.cdphe.state.co. us
,��°� ���0�',
e 9p'',
� �
�, . � — * i
•,���1876/� �
Colorado Department
of Public Health
and Environment
For Agency Use Only
Permit Number Assigned
COR03-
Date Received / /
Month Day Year
COLORADO DISCHARGE PERMIT SYSTEM (CDPS)
STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES APPLICATION
PHOTO COPIES, FAXED COPIES, PDF COPIES OR EMAILS WILL NOT BE ACCEPTED.
Please print or type. Original signatures are required. All items must be completed accurately and in their entirety for
the application to be deemed complete. Incomplete applications will not be processed until all information is received
which will ultimately delay the issuance of a permit. If more space is required to answer any question, please attach
additional sheets to the application form. Applications must be submitted by mail or hand delivered to:
Colorado Department of Public Health and Environment
Water Quality Control Division
4300 Cherry Creek Drive South
WQCD-P-B2
Denver, Colorado 80246-1530
Any additional information that you would like the Division to consider in developing the permit should be provided with
the application. Examples include effluent data and/or modeling and planned pollutant removal strategies.
PERMIT INFORMATION
Reason for Application: ❑ NEW CERT
� RENEW CERT EXISTING CERT #
Applicant is: ❑ Property Owner ❑ Contractor/Operator
A. CONTACT INFORMATION - NOT ALL CONTACT TYPES MAY APPLY * indicates required
*PERMITTEE (If more than one please add additional pages)
*ORGANIZATION FORMAL NAME:
1) *PERMITTEE the person authorized to sign and certify the permit application. This person receives all
permit correspondences and is legally responsible for compliance with the permit.
Responsible Position (Title):
Currently Held By (Person):
Telephone No:
email address
Organization:
Mailing Address:
a)
b)
c)
d)
City: State:
Zip:
This form must be si�ned by the Permittee (listed in item 1) to be considered complete.
Per Regulation 61 In all cases, it shall be signed as follows:
In the case of corporations, by a responsible corporate officer. For the purposes of this section, the responsible
corporate officer is responsible for the overall operation of the facility from which the discharge described in the
application originates.
In the case of a partnership, by a general partner.
In the case of a sole proprietorship, by the proprietor.
In the case of a municipal, state, or other public facility, by either a principal executive officer or ranking elected official
page 1 of 5 revised April 2011
2) DMR COGNIZANT OFFICIAL (i.e. authorized agent) the person or position authorized to sign and certify reports required
by the Division including Discharge Monitoring Reports �DMR's, Annual Reports, Compliance Schedule submittals,
and other information requested by the Division. The Division will transmit pre-printed reports (ie. DMR's) to this person.
If more than one, please add additional pages. Same As 1) Permittee ❑
Responsible Position (Title):
Currently Held By (Person):
Telephone No:
email address
Organization:
Mailing Address:
City: State: Zip:
Per Regulation 61 : All reports required by permits, and other information requested by the Division shall be signed by
the permittee or by a duly authorized representative of that person. A person is a duly authorized representative only if:
(i) The authorization is made in writing by the permittee
(ii) The authorization specifies either an individual or a position having responsibility for the overall operation of the
regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent,
position of equivalent responsibility, or an individual or position having overall responsibilityfor environmental matters
for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a
named position); and
(iii) The written authorization is submitted to the Division
3) *SITE CONTACT local contact for questions relating to the facility & discharge authorized by this permit
for the facility.
� Same As 1) Permittee
Responsible Position (Title):
Currently Held By (Person):
Telephone No:
email address
Organization:
Mailing Address:
City: State: Zip:
4) * BILLING CONTACT if different than the permittee
Responsible Position (Title):
Currently Held By (Person):
Telephone No:
email address
Organization:
Mailing Address:
City: State: Zip:
Page 2 of 5 revised April 2011
5) OTHER CONTACT TYPES (check below) Add pages if necessary:
ResponsiblePosition (Title):
Currently Held By (Person):
Telephone No:
email address
Organization:
Mailing Address:
City: State:
o Pretreatment
Coordinator
o Environmental Contact
o Biosolids Responsible
Party
o Property Owner
Zip:
Inspection Facility Contact
-: Consultant
: Compliance Contact
B. Permitted Project/Facility Information
ProjecUFacility Name
Stormwater M54 Responsible
Person
Stormwater Authorized
Representative
Other
Street Address or cross streets
th th
(e.g., "S. of Park St. between 5 Ave. and 10 Ave.", or "W. side of C.R. 21, 3.25 miles N. of Hwy 10"; A street name without an address,
intersection, mile marker, or other identifying information describing the location of the project is not adequate. For linear projects,
the route of the project should be described as best as possible with the location more accurately indicated by a map.)
City, Zip Code County
Facility �atitude/�ongitude— (approximate center of site to nearest 15 seconds using one of
following formats
001A Latitude Longitude (e.g., 39.703°, 104.933°')
degrees (to 3 decimal places) degrees (to 3 decimal places)
or
001 A Latitude ° ' " Longitude ° ' " (e.g., 39°46'11 "N, 104°53'11 "W )
degrees minutes seconds degrees minutes seconds
For the approximate center point of the property, to the nearest 15 seconds. The latitude and longitude must be provided as
either degrees, minutes, and seconds, or in decimal degrees with three decimal places. This information may be obtained from
a variety of sources, including:
o Surveyors or engineers for the project should have, or be able to calculate, this information.
o EPA maintains a web-based siting tool as part of their Toxic Release Inventory program that uses interactive maps and
aerial photography to help users get latitude and longitude. The siting too� can be accessed at
www.epa.gov/tri/report/siting_tool/index.htm
o U.S. Geological Survey topographical map(s), available at area map stores.
o Using a Global Positioning System (GPS) unit to obtain a direct reading.
Note: the latitude/longitude required above is not the directional degrees, minutes, and seconds provided on a site legal
description to define property boundaries.
C. MAP (Attachment) If no map is submitted, the permit will not be issued.
Map: Attach a map that indicates the site location and that CLEARLY shows the boundaries of the area that will be
disturbed. Maps must be no larger than 11x17 inches.
D. LEGAL DESCRIPTION
Legal description: If subdivided, provide the legal description below, or indicate that it is not applicable (do not supply
Township/Range/Section or metes and bounds description of site)
Subdivision(s): �ot(s):
OR
Not applicable (site has not been subdivided)
Block(s):
page 3 of 5 revised April 2011
E. AREA OF CONSTRUCTION SITE
Total area of project site (acres):.
Single Family Residential Development
Multi-Family Residential Development
Commercial Development
Oil and Gas Production and/or Exploration (including pad sites and associated infrastructure)
Note: aside from clearing, grading and excavation activities, disturbed areas also include areas receiving
overburden (e.g., stockpiles), demolition areas, and areas with heavy equipment/vehicle traffic and storage
that disturb existing vegetative cover
Total disturbed area of Larger Common Plan of Development or Sale, if applicable:
(i.e., total, including all phases, filings, lots, and infrastructure not covered by this application)
Provide both the total area of the construction site, and the area that will undergo disturbance, in acres. Note: aside
from clearing, grading and excavation activities, disturbed areas also include areas receiving overburden (e.g.,
stockpiles), demolition areas, and areas with heavy equipment/vehicle traffic and storage that disturb existing
vegetative cover (see construction activity description under the APPLICABILITY section on page 1).
If the project is part of a larger common plan of development or sale (see the definition under the APPLICABILITY
section on page 1), the disturbed area of the total plan must also be included.
F. NATURE OF CONSTRUCTION ACTIVITY
Check the appropriate box(s) or provide a brief description that indicates the general nature of the construction activities.
(The full description of activities must be included in the Stormwater Management Plan.)
�
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Highway/Road Development (not including roadways associated with commercial or residential development)
Other — Description:
Area of project site to undergo disturbance (acres):
G. ANTICIPATED CONSTRUCTION SCHEDULE
Construction Start Date:
Final Stabilization Date:
•Construction Start Date - This is the day you expect to begin ground disturbing activities, including grubbing, stockpiling, excavating,
demolition, and grading activities.
•Final Stabilization Date - in terms of permit coverage, this is when the site is finally stabilized. This means that all ground surface
disturbing activities at the site have been completed, and all disturbed areas have been either built on, paved, or a uniform vegetative
cover has been established with an individual plant density of at least 70 percent of pre-disturbance levels. Permit toverage must be
maintained until the site is finally stabilized. Even if you are only doing one part of the project, the estimated final stabilization
date must be for the overall project. If permit coverage is still required once your part is completed, the permit certification may be
transferred or reassigned to a new responsible entity(s).
H. RECEIVING WATERS (If dischar�e is to a ditch or storm sewer, include the name of the ultimate receiving waters)
Immediate Receiving Water(s):
Ultimate Receiving Water(s):
Identify the receiving water of the stormwater from your site. Receiving waters are any waters of the State of Colorado. This includes
all water courses, even if they are usually dry. If stormwater from the construction site enters a ditch or storm sewer system, identify
that system and indicate the ultimate receiving water for the ditch or storm sewer. Note: a stormwater discharge permit does not
allow a discharge into a ditch or storm sewer system without the approval of the owner/operator of that system.
page 4 of 5 revised April 2011
I. REQUIRED SIGNATURES (Both parts i. and ii. must be signed)
Signature of Applicant: The applicant must be either the owner and/or operator of the construction site. Refer to Part B of the instructions for additional information.
The application must be signed by the applicantto be considered complete. In all cases it shall be signed as follows: (Regulation 61.4 (1ei)
a) In the case of corporations, by the responsible corporate officer is responsible for the overall operation of the facility from which the discharge
described in the form originates
b) In the case of a partnership, by a general partner.
c) In the case of a sole proprietorship, by the proprietor.
d) In the case of a municipal, state, or other public facility, by either a principal executive officer, ranking elected official, (a principal executive officer
has responsibilityfor the overall operation of the facility from which the discharge originates).
STOP!: A Stormwater Mana�ement Plan must be completed prior to si�nin� the followin� certifications!
i. STORMWATER MANAGEMENT PLAN CERTIFICATION
"I certify under penalty of law that a complete Stormwater Management Plan, has been prepared for my activity. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the information, the Stormwater Management Plan is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for falsely certifying the completion of said SWMP,
including the possibility of fine and imprisonment for knowing violations."
XX
Signature of Legally Responsible Person or Authorized Agent (submission must include original signature) Date Signed
Name (printed)
Title
ii. SIGNATURE OF PERMIT LEGAL CONTACT
"I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons
who manage the system, or those persons directly responsible for gathering the information, the information submitted is to the best of my
knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the
possibility of fine and imprisonment for knowing violations."
"I understand that submittal of this application is for coverage under the State of Colorado General Permit for Stormwater Discharges Associated with
Construction Activity for the entirety of the construction site/project described and applied for, until such time as the application is amended or the
certification is transferred, inactivated, or expired."
XX
Signature of Legally Responsible Person (submission must include original signature) Date Signed
Name (printed Title
DO NOT INCLUDE A COPY OF THE STORMWATER MANAGEMENT PLAN
DO NOT INCLUDE PAYMENT— AN INVOICE WILL BE SENT AFTER THE CERTIFICATION IS ISSUED.
page 5 of 5 revised April 2011
APPENDIX C
Urban Drainage and Flood Control Disfrict BMPs
Surface Roughening (SR) EC-1
Description
Surface roughening is an erosion control
practice that involves tracking,
scarifying, imprinting, or tilling a
disturbed area to provide temporary
stabilization of disturbed areas. Surface
roughening creates variations in the soil
surface that help to minimize wind and
water erosion. Depending on the
technique used, surface roughening may
also help establish conditions favorable
to establishment of vegetation.
Appropriate Uses
Surface roughening can be used to
provide temporary stabilization of
disturbed areas, such as when
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revegetation cannot be iinmediately established due to seasonal planting limitations. SLirface roughening
is not a stand-alone BMP, and should be used in conjunction with other erosion and sediment controls.
Surface roughening is often implemented in conjunction with grading and is rypically perforn�ed using
heavy construction equipment to track the surface. Be aware that tracking with heavy equipment will also
compact soils, which is not desirable in areas that will be revegetated. Scarifying, tilling, or ripping are
better surface roughening techniques in locations where revegetation is planned. Roughening is not
effective in very sandy soils and cannot be effectively performed in rocky soil.
Design and Installation
Typical design details for surfacing roughening on steep and mild slopes are provided in Details SR-1 and
SR-2, respectively.
Surface roughening should be performed either after final grading or to temporarily stabilize an area
during active construction that may be inactive for a short time period. Surface roughening should create
depressions 2 to 6 inches deep and approXimately 6 inches apart. The surface of exposed soil can be
roughened by a number of techniques and equipment. Horizontal grooves (running parallel to the
contours of the land) can be made using tracics from equipment treads, stair-step grading, ripping, or
tilling.
Fill slopes can be constructed with a roughened surface. Cut slopes that have been smooth graded can be
roughened as a subsequent operation. Roughening should follow along the contours of the slope. The
tracks left by trucic mounted equipinent working perpendicular
to the contour can leave acceptable horizontal depressions; Surface Roughening
however, the equipment will also compact the soiL Functions
Erosiou Control Yes
Sediment Control No
Site/Material Management No
November 2010 Urban Drainage and Flood Control District SR-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph SR-l. Sw-face roughening via imprinting for temporary
stabilization.
EC-1 Surface Roughening (SR)
Maintenance and Removal
Care should be taken not to drive vehicles or equipment over areas that have been surface roughened.
Tire tracks will smooth the roughened surface and may cause runoff to collect into rills and gtillies.
Because surface roughening is only a temporary control, additional treatments may be necessary to
maintain the soil surface in a roughened condition.
Areas should be inspected for signs of erosion. Surface roughening is a temporary measure, and will not
provide long-tenn erosion control.
SR-2 Urban Drainage and Flood Control District Noveinber 2010
Urban Stonn Drainage Criteria Manual Voluine 3
Surface Roughening (SR) EC-1
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November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
SR
SR-3
SR-1. SURFACE ROUGHENING
FOR STEEP SLOPES (3:1 OR STEEPER)
SR-2. SURFACE ROUGHENING
FOR LOW SLOPES (LESS THAN 3:1)
EC-1 Surface Roughening (SR)
SURFACE ROUGHENING INSTALLATION NOTES
1. SEE PLAN VIEW FOR:
—LOCA710N(5) OF SURFACE ROUGHENING.
2. SURFACE ROUGHENING SHALL BE PROVIDE6 PROMPTLY AFTER COMPLETION OF FINISHED
GRADING (FOR AREAS NOT RECEIVING TOPSOIL) OR PRIOR TO TOPSOIL PLACEMENT OR ANY
FQRECASTED RAIN EVENT.
3. AREAS WHERE BUILDING FOUNOATIONS, PAVEMENT, OR S00 WILL BE PLACED WITHaUT
DELAY IN THE CONSTRUCTION SEQUENCE, SURFACE ROUGHENING IS NOT REQUIRED.
4. DISTURBED SURFACES SHALL BE ROUGHENEO USING RIPPING OR TILLING EQUIPMENT ON
THE CONTOUR OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS.
5. A FARMING DISK SHALL NOT 8E USED FOR SURFACE ROUGHENING.
SURFACE ROUGHENING MAINTENANCE NOTES
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.
MAINTENANCE OF BMPs SHOULD BE PROACTIVE. NOT REACT�VE. INSPECT BMPs AS SOON AS
POSSIBLE (AND A�WAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
EROSION, ANO PERFORM NECESSARY MAINTENANCE.
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN
EFFECTIVE OPERATING CONOITION. INSPECTIONS ANO CORRECTIVE MEASURES 5HOu�0 BE
DOCUMENTED THOROUGHLY.
3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACE UPON OISCOVERY OF THE FAILURE.
4. VEHICLES AND EQUIPMENT SHALL NOT BE DRIVEN OVER AREAS THAT HAVE BEEN SURFACE
ROUGHENED.
5. IN NON—TURF GRASS FINISHED AREAS, SEEDING AND MULCHING SHALL TAKE PLACE
DIRECTLY OVER SURFACE ROUGHENED AREAS WITHOUT FIRST SMOOTHING OUT THE SURFACE.
6. IN AREAS NOT SEEDED AND MULCHED AFTER SURFACE ROUGHENING, SURFACES SHALL BE
RE—ROUGHENED AS NECESSARY TO MAINTAIN GROOVE DEPTH AND SMOOTH OVER RILL
ERQSION.
(DE7PJLS AOAPiEO FROM iOWN OF PARKER, COLORADO. NOT AVAILABLE IN AUTOCAO}
NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH OETAIL SHOULO 8E USED WHEN
DIFFERENCES ARE NOTED.
SR-4 Urban Drainage and Flood Control District Noveinber 2010
Urban Stonn Drainage Criteria Manual Voluine 3
Temporary and Permanent Seeding (TS/PS) EC-2
Description
Temporary seeding can be used to
stabilize disturbed areas that will be
inactive for an extended period.
Permanent seeding should be used to
stabilize areas at final grade that will not
be otherwise stabilized. Effective seeding
inchides preparation of a seedbed,
selection of an appropriate seed mixture,
proper planting techniques, and protection
of the seeded area with mulch, geotextiles,
or other appropriate measures.
Appropriate Uses
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When the soil surface is disturbed and
Photograph TS/PS -1. Equipment used to drill seed. Photo courtesy of
will remain inactive for an extended Douglas County.
period (typically 30 days or longer),
proactive stabilization measures should be implemented. If the inactive period is short-lived (on the order
of two weeks), techniques such as surface roughening may be appropriate. For longer periods of
inactivity, temporary seeding and inulching can provide effective erosion control. Permanent seeding
should be used on finished areas that have not been otherwise stabilized.
Typically, local governments have their own seed mixes and timelines for seeding. Check jurisdictional
requirements for seeding and temporary stabilization.
Design and Installation
Effective seeding requires proper seedbed preparation, selection of an appropriate seed mixture, use of
appropriate seeding equipinent to ensure proper coverage and density, and protection with mulch or fabric
until plants are established.
The USDCM Volume 2 Revegetation Chapter contains detailed seed inix, soil preparations, and seeding
and mulching reconlmendations that may be referenced to supplement this Fact Sheet.
Drill seeding is the preferred seeding method. Hydroseeding is not recommended except in areas where
steep slopes prevent use of drill seeding equipment, and even in these instances it is preferable to hand
seed and mulch. Some jurisdictions do not allow hydroseeding or hydromulching.
Seedbed Preparation
Prior to seeding, ensure that areas to be revegetated l�ave
soil conditions capable of supporting vegetation. Overlot
grading can result in loss of topsoil, resulting in poor quality
subsoils at the ground surface that have low nutrient value,
little organic �natter content, few soil microorganisms,
rooting restrictions, and conditions less conducive to
infiltration of precipitation. As a resLilt, it is typically
necessary to provide stockpiled topsoil, compost, or other
Temporary and Permanent Seeding
Functions
Erosion Control Yes
Sediment Control No
Site/Material Management No
June 2012 Urban Drainage and Flood Control District TS/PS-1
Urban Storm Drainage Criteria Manual Volume 3
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EC-2 Temporary and Permanent Seeding (TS/PS)
soil amendments and rototill them into the soil to a depth of 6 inches or more.
Topsoil should be salvaged during grading operations for use and spread on areas to be revegetated later.
Topsoil should be viewed as an iinportant resource to be utilized for vegetation establishment, due to its
water-holding capacity, structui-e, texture, oi-ganic matter content, biological activity, and nutrient content.
The rooting depth of most native grasses in the semi-arid Denver metropolitan area is 6 to 18 inches. At a
miniinum, the upper 6 inches of topsoil should be stripped, stockpiled, and ultimately respread across
ai�eas that will be revegetated.
Where topsoil is not available, subsoils should be amended to provide an appropriate plant-growth
medium. Organic inatter, such as well digested compost, can be added to improve soil characteristics
conducive to plant growth. Otl�er treat�nents can be used to adjust soil pH conditions when needed. Soil
testing, which is typically inexpensive, should be completed to detei7nine and optimize the types and
amounts of amendments that are required.
If the disturbed ground surface is compacted, rip or rototill the sLirface prior to placing topsoil. If adding
compost to the existing soil siirface, rototilling is necessary. Surface roughening will assist in placeinent
of a stable topsoil layer on steeper slopes, and allow infiltration and root penetration to greater depth.
Prior to seeding, the soil surface should be rough and the seedbed should be finn, but neither too loose
nor coinpacted. The upper layer of soil should be in a condition suitable for seeding at the proper depth
and conducive to plant growth. Seed-to-soil contact is the key to good germination.
Seed Mix for Temporary Vegetation
To provide temporary vegetative cover on disturbed areas which will not be paved, built upon, or fully
landscaped or worked for an extended period (typically 30 days or �r�ore), plant an annual grass
appropriate for the time of planting and mulch the planted areas. Annual grasses suitable for the Denver
metropolitan area are listed in Table TS/PS-1. These are to be considered only as general
recommendations when specific design guidance for a particular site is not available. Local governments
typically specify seed mixes appropriate for their jurisdiction.
Seed Mix for Permanent Revegetation
To provide vegetative cover on disturbed areas that have reached final grade, a perennial grass mix should
be established. Permanent seeding should be perfoi7ned promptly (typically within 14 days) after
reaching final grade. Each site will have different characteristics and a landscape professional or the local
jurisdiction should be contacted to determine the most suitable seed mix for a specific site. In lieu of a
specific recoinmendation, one of the perennial grass mixes appropriate for site conditions and growth
season listed ii1 Table TS/PS-2 can be used. The pure live seed (PLS) rates of application recoinmended
in these tables are considered to be absolute minimum rates for seed applied using proper dcill-seeding
equipment.
If desired for wildlife habitat or landscape diversity, shnibs such as rubber rabbitbrush (Ch�ysothc�mnus
i2auseosus), fourwing saltbush (Atriplex can�escens) and slcunkbrush sumac (Rhti�s trilobata) could be
added to the upland seedinixes at 0.25, 0.5 and 1 pound PLS/acre, respectively. In riparian zones,
planting root stock of such species as American pl�um (Prui�us americana), woods rose (Rosa woodsii),
plains cottonwood (Populus sargentii), and willow (Populus spp.) may be considered. On non-topsoiled
upland sites, a legume such as Ladak alfalfa at 1 pound PLS/acre can be included as a source of nitrogen
for perennial grasses.
TS/PS-2 Urban Drainage and Flood Control District June 2012
Urban Stonn Drainage Criteria Manual Voluine 3
Temporary and Permanent Seeding (TS/PS) EC-2
Seeding dates for the highest success probability of perennial species along the Front Range are generally
in the sprulg from April through early May and in the fall after the first of Septeinber until the ground
freezes. If the area is irrigated, seeding may occur in suinmer months, as well. See Table TS/PS-3 for
appropriate seeding dates.
Table TS/PS-1. Minimum Drill Seeding Rates for Various Temporary Annual Grasses
Pounds of Planting
Speciesa Growth Pure Live Seed Depth
(Common name) Season� (PLS)/acre� (inches)
1. Oats Cool 35 - 50 1- 2
2. Spring wheat Cool 25 - 35 1- 2
3. Spring barley Cool 25 - 35 1- 2
4. Annual ryegrass Cool 10 - 15 %2
5. Millet Warm 3- 15 '/z -'/4
6. Sudangrass Warm 5-10 Yz - 3/4
7. Sorghum Wann 5-10 I�z _ 3�4
8. Winter wheat Cool 20-35 1- 2
9. Winter barley Cool 20-35 1- 2
10. Winter rye Cool 20-35 1- 2
11. Triticale Cool 25�0 1- 2
a Successful seeding of anmial grass resulting in adequate plant growth will
usually produce enough dead-plant residue to provide protection froin
wind and water erosion for an additional year. This assumes that the cover
is not disturbed or mowed closer thail 8 inches.
Hydraulic seeding may be substituted for drilling only where slopes are
steeper than 3:1 or where access limitations exist. When hydraulic
seeding is used, hydraulic inulching should be applied as a separate
operation, when practical, to prevent the seeds from being encapsulated in
the inulch.
e See Table TS/PS-3 far seeding dates. Irrigation, if consistently applied,
may extend the use of cool season species during the summer months.
` Seeding rates should be doubled if seed is broadcast, or increased by 50
percent if done using a Brillion Drill or by hydraulic seeding.
June 2012 Urban Drainage and Flood Control District TS/PS-3
Urban Storm Drainage Criteria Manual Volume 3
EC-2 Temporary and Permanent Seeding (TS/PS)
Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses
Common" Botanical Growth Growth Seeds/ Pounds of
Name Name Seasonb Form Pound PLS/acre
Alakali Soil Seed Mix
Alkali sacaton Sporobolus airoides CooL Bunch 1,750,000 0.25
Basin wildrye Elymus ciszerezrs Cool Bimch 165,000 2.5
Sodv- sfreambank wheatgrass Agropyron r•ipurium 'Soda��' Cool Sod 170,000 2.5
Jose tall wheatgrass Agr•opyron elor�gatirm 'Jose' Cool Bui�ch 79,000 7.0
Arriba western wl�eatgrass Agrop,yro�z sniitlaii 'Arr�iba' Cool Sod I 10,000 5.5
Total 17.75
Fertile Loamy Soil Seed Mix
Ephriain crested wheatgrass Agr�opyr�on cr•istaturn Cool Sod 175,000 2.0
'Ephriam'
Dural hard fescue Festuca ovin�a 'c�urzuscula' Cool Bunch 565,000 1.0
Lincoln smooth brome Brorrzus inermis leyss �ool Sod 130,000 3.0
'Ltncoln'
Sodar streambank wheatgrass Agropyr�o�� ri�ari�una 'Sodar' Cool Sod 170,000 2.5
Arriba western wheatgrass Agr�op.yron s»zithii 'Arraba' Cool Sod I 10,000 7.0
Total 15.5
High Water Table Soil Seed Mix
Meadow foxtail Alopecur•us pratensis Cool Sod 900,000 0.5
Redtop Agrostis alba Warm Open sod 5,000,000 0.25
Reed canarygrass Phalm�is arzdndinacea Cool Sod 68,000 0.5
Lincoln smooth brome Brorraers inermis leyss Cool Sod 130,000 3.0
'Lineobr'
Pathfinder switchb •ass Pu�nic7rm virgazum Warm Sod 389,000 1.0
'Pathfinc�er'
Alkar tall wheatgrass Agropyro�� elongahrm Cool Bui�ch 79,000 5.5
'Alkar'
Total 10.75
Transition Turf' Seed Mix`
Rnebens Canadian bluegrass Poa compressa 'Rueberas' Cool Sod 2,500,000 0.5
Dural hard fescue Festuca ovincr 'durzc�sculcr' Cool Bllnch 565,000 1.0
Citation perennial iyegrass Goliarnz pererrne 'Citation' Cool Sod 247,000 3.0
Lincoln smootl� brome Bromus rnermis leyss CooL Sod 130,000 3.0
'Lincoln'
Total 7.5
TS/PS-4 Urban Drainage and Flood Control District June 2012
Urban Stonn Drainage Criteria Manual Voluine 3
Temporary and Permanent Seeding (TS/PS) EC-2
Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses (cont.)
Common Botanical Growth Growth Seeds/ Pounds of
Name Name Seasonb Form Pound PLS/acre
Sandy Soil Seed Mix
Blue grama Bouteloua gr�acilis W�-m Sod-fo�7ning 825,000 0.5
b�mchgrass
Camper little bluestein Schizachyriu�n scopm�ium Warm Bunch 240,000 1.0
'Car�zper'
Prairie sandreed Calamovilfa lorlgrfolra Warm O}�en sod 274,000 1.0
Sand dropseed Sporobolz�s cryptandrats Cool Bunch 5,298,000 0.25
Vaughn sideoats grama Bouteloua curtipendula Warm Sod 191,000 2.0
'VaugJm'
Arriba western wheat�rass Agropyn-on smithii 'Arriba' Cool Sod 110,000 5.5
Total 10.25
Heavy Clay, Rocky Foothill Seed Mix
Ephriam crested wheatgrassd Agropyron cristatum Cool Sod 175,000 1.5
'Eplv�iarr�'
Oahe Intennediate wheatgrass Agropyron i�7tet-rr7ecfium Cool Sod I I 5,000 5.5
'Oal�e'
Vaughn sideoats grama� Bozrteloa�rn curtipenduln Warm Sod 19I,000 2.0
'I�aughn'
Lincoln smooth brome Brroma�s i�:er�nxis leyss Cool Sod 130,000 3.0
'Lincobx'
Arriba western wheatgrass Agropyrotz smithii 'Arr•iba' Cool Sod I 10,000 5.5
Total 17.5
a All of thc above sceding nvxes and rates are based on drill secding followed by crimped straw mulch. Tl�esc rates should be
doubled if seed is broadcast and should be increased by 50 percent if the seeding is done using a Brillion Drill or is applied
throLigh hydraulic seeding. Hydraulic seeding may be s�ibstituted for drilling only where slopes are steeper thai� 3:1. If
hydraiilic seeding is used, hydraulic mulching should be done as a separate operation.
� See Table TS/PS-3 for seeding dates.
` If site is to be irrigated, tile h•ansition turf seed rates should be do�ibled.
1 Crested wl�eatgass should not be used on slopes steeper than 6H to 1 V.
` Can substitute 0.5 Ibs PLS of blue grama f'or the 2.0 Ibs PLS of Vaughn sideoats grama.
June 2012 Urban Drainage and Flood Control District TS/PS-5
Urban Storm Drainage Criteria Manual Volume 3
EC-2 Temporary and Permanent Seeding (TS/PS)
Table TS/PS-3. Seeding Dates for Annual and Perennial Grasses
Annual Grasses Perennial Grasses
(Numbers in table reference
species in Table TS/PS-1)
Seeding Dates Warm Cool Warm Cool
January 1—March 15 ✓ ✓
March 16—April 30 4 1,2,3 ✓ ✓
May 1—May 15 4 ✓
May 16—June 30 4,5,6,7
July 1—July 15 5,6,7
July 16—August 31
September 1—September 30 8,9,10,11
October 1—December 31 ✓ ✓
Mulch
Cover seeded areas with mulch or an appropriate rolled erosion control product to promote establishment
of vegetation. Anchor inulch by crimping, netting or use of a non-toxic tackifier. See the Mulching BMP
Fact Sheet for additional guidance.
Maintenance and Removal
Monitor and observe seeded areas to identify areas of poor growth or areas that fail to germinate. Reseed
and mulch these areas, as ueeded.
An area that has been permanently seeded should have a good stand of vegetation within one growing
season if irrigated and within three growing seasons without irrigation in Colorado. Reseed portions of
the site that fail to germinate or remain bare after the first growing season.
Seeded areas may require irrigation, particularly during extended dry periods. Targeted weed control may
also be necessary.
Protect seeded areas from construction equipment and vehicle access.
TS/PS-6 Urban Drainage and Flood Control District June 2012
Urban Stonn Drainage Criteria Manual Voluine 3
Soil Binders (SB)
Description
Soil binders include a broad range of
treatments that can be applied to exposed
soils for temporary stabilization to reduce
wind and water erosion. Soil binders may
be applied alone or as tackifiers in
conjunction with mulching and seeding
applications.
Acknowledgement: This BMP Fact Sheet
has been czdczpted fi�o�n the 2003
CalzfoYniu Stornawate�• Qiaality
Assocr�c��tioyi (CASQA) Stormwater BMP
Handbook: Constrircti�on
(vvww.cabmphandboolzs.co�n).
EC-3
Photograph SB-1. Tackifier being applied to provide temporary soil
Appropriate Uses stabilization. Photo courtcsy of Douglas County.
Soil binders can be used for short-term, temporary stabilization of soils on both mild and steep slopes.
Soil binders are often used in areas where work has temporarily stopped, but is expected to resume before
revegetation can become established. Binders are also useful on stockpiled soils or where temporary or
permanent seeding has occurred.
Prior to selecting a soil binder, check with the state and local jurisdiction to ensLire that the chemicals
used in the soil binders are allowed. The water quality impacts of some types of soil binders are relatively
unknown and may not be allowed due to concerns about potential environmental impacts. Soil binders
must be environmentally benign (non-toxic to plant and animal life), easy to apply, easy to maintain,
economical, and should not stain paved or painted surfaces.
Soil binders should not be used in vehicle or pedestrian high traffic areas, due to loss in effectiveness
under these conditions.
Site soil type will dictate appropriate soil binders to be used. Be aware that soil binders may not funetion
effectively on silt or clay soils or highly compacted areas. Check inanufacturer's recommendations for
appropriateness with regard to soil conditions. Some binders may not be suitable for areas with existing
vegetation.
Design and Installation
Properties of cornmon soil binders used for erosion control
are provided in Table SB-1. Design and installa�ion
guidance below are provided for general reference. Follow
the manufacturer's instructions for application rates and
procedures.
Soil Binders
Functions
Erosion Control Yes
Sediment Control No
Site/Material Management Moderate
November 2010 Urban Drainage and Flood Control District SB-1
Urban Storm Drainage Criteria Manual Volume 3
r . -----
EC-3
Soil Binders (SB)
Table SB-1. Properties of Soil Binders for Erosion Control (Source: CASQA 2003)
Binder Type
Evaluation Criteria Plant Material Plant Material polymeric Cementitious-
Based Based Emulsion Blends Based Binders
(short lived) (long lived)
Resistance to Leaching High High Low to Moderate Moderate
Resistance to Abrasion Moderate Low Moderate to High Moderate to High
Longevity Short to Medium Medium Medium to Long Medium
Minimum Curing Time 9 to 18 hours 19 to 24 hours 0 to 24 hours 4 to 8 hours
before Rain
Compatibility with Good Poar Poor Poor
Existing Vegetation
Photodegradable/ Photodegradable/
Mode of Degradation Biode�•adable Biodegradable Cheinically Chemically
Degradable Degradable
Specialized Application Water Truck or Water Truck or water Truck or Water Truck or
Hydraulic Hydraulic
Equipment Hydraulic Mulcher Hydraulic Mulcher
Mulcher Mulcher
Liquid/Powder Powder Liquid Liquid/Powder Powder
Yes, but Yes, but dissolves on
Surface Crusting dissolves on Yes Yes
rewetting
rewetting
Clean Up Water Water Water Water
Erosion Control Varies Varies Varies 4,000 to 12,000
Applicarion Rate Ibs/acre Typ.
SB-2 Urban Drainage and Flood Control District Noveinber 2010
Urban Stonn Drainage Criteria Manual Volume 3
Soil Binders (SB)
Factors to consider when selecting a soil binder generally include:
EC-3
■ Suitability to situation: Consider where the soil binder will be applied, if it needs a high resistance
to leaching or abrasion, and whether it needs to be compatible with existing vegetation. Determine
the lengtll of time soil stabilization will be needed, and if the soil binder will be placed in an area
where it will degrade rapidly. In general, slope steepness is not a discriminating factor.
■ Soil types and surface materials: Fines and moisture content are key properties of surface
materials. Consider a soil binder's ability to penetrate, likelihood of leaching, and ability to fonn a
surface crust on the surface materials.
■ Frequency of application: The frequency of application can be affected by subgrade conditions,
surface type, climate, and maintenance schedule. Frequent applications could lead to high costs.
Application frequency may be ininimized if the soil binder has good penetration, low evaporation,
and good longevity. Consider also that frequent application will require frequent equipment clean up.
An overview of major categories of soil binders, corresponding to the types included in Table SB-1
follows.
Plant-Material Based (Short Lived) Binders
Guar: A non-toxic, biodegradable, natural galactomannan-based hydrocolloid treated with dispersant
agents for easy field mixing. It should be iniXed with water at the rate of 11 to l5 lbs per ],000
gallons. Recommended minimum application rates are provided in Table SB-2.
Table SB-2. Application Rates for Guar Soil Stabilizer
Slo e (H:V)
Flat 4:1 3:1 2:1 L•1
Application Rate (Ib/acre) 40 45 50 60 70
Psyllium: Composed of the finely ground muciloid coating of plantago seeds that is applied as a wet
slurry to the surface of the soiL It dries to form a firm but rewettable membrane that binds soil
particles together but pernlits germination and growth of seed. Psyllium requires 12 to 18 hours
drying time. Application rates should be from 80 to 200 lbs/acre, with enough water in solution to
allow for a unifonn slurry flow.
Starch: Non-ionic, cold-water soluble (pre-gelatinized) granular cornstarch. The material is mixed
witl� water and applied at the rate of 150 lb/acre. Approxiinate drying time is 9 to 12 hours.
Plant-Material Based (Long Lived) Binders
Pitch and Rosin Emulsion: Generally, a non-ionic pitch and rosin emulsion has a minimum solids
content of 48 percent. The rosin should be a minimum of 26 percent of the t�otal solids content. The
soil stabilizer should be a non-corrosive, water dilutable emulsion that upon application cures to a
water insoluble binding and cementing agent. Far soil erosion control applications, the emulsion is
diluted and should be applied as follows:
o For clayey soil: 5 parts water to 1 part emulsion
November 2010 Urban Drainage and Flood Control District SB-3
Urban Storm Drainage Criteria Manual Volume 3
EC-3
o For sandy soil: 10 parts water to 1 part emulsion
Soil Binders (SB)
Application can be by water truck or hydraulic seeder with the ernulsion and prodLict mixture applied
at the rate specified by the manufacturer.
Polymeric Emulsion Blend Binders
Acrylic Copolymers and Polymers: Polymeric soil stabilizers should consist of a liquid or solid
polymer or copolymer with an acrylic base that contains a minimum of 55 percent solids. The
polymeric colnpound should be handled and mixed in a manner that will not cause foaining or should
contain an anti-foaming agent. The polymeric emulsion should not exceed its shelf life or expiration
date; manufactui-ers should provide the expii-ation date. Polymeric soil stabilizer should be readily
miscible in water, non-injLirious to seed or animallife, non-flammable, should provide surface soil
stabilization for various soil types without inhibiting water iniiltration, and should not re-einulsify
when cured. The applied compound should air cure within a maximum of 36 to 48 hours. Liquid
copolyiner should be diluted at a rate of 10 parts water to 1 part polyiner and the mixture applied to
soil at a rate of 1,175 gallons/acre.
Liquid Polymers of Methacrylates and Acrylates: This material consists of a tackifier/sealer that is
a liquid polymer of inethacrylates and acrylates. It is an aqueous 100 percent acrylic emulsion blend
of 40 percent solids by volume that is free from styrene, acetate, vinyl, ethoxylated surfactants ar
silicates. For soil stabilization applications, it is diluted with water in accordance with manufacturer's
recoinmendations, and applied with a hydraulic seeder at the rate of 20 gallons/acre. Drying time is
12 to 18 hours after application.
Copolymers of Sodium Acrylates and Acrylamides: These materials are non-toxic, dry powders
that are copolymers of sodium acrylate and acrylamide. They are mixed with water and applied to the
soil surface for erosion control at rates that are determined by slope gradient, as sununarized in Table
SB-3.
Table SB-3. Application Rates for Copolymers of Sodium Acrylates and Acrylamides
Slo e (H:V)
Flat to 5:1 5:1 to 3:1 2:2 to 1:1
A lication Rate (lb/acre) 3.0-5.0 5.0-]0.0 10.0-20.0
■ Polyacrylamide and Copolymer of Acrylamide: Linear copolymer polyacrylamide is packaged as
a dry flowable solid. When used as a stand-alone stabilizer, it is diluted at a rate of 11 lb/1,000 gal. of
water and applied at the rate of S.O lb/acre.
■ Hydrocolloid Polymers: Hydrocolloid Polymers are various coinbinations of dry flowable
polyacrylamides, copolymers, and hydrocolloid polymers that are mixed with water and applied to the
soil sui•face at rates of 55 to 60 lb/acre. Drying times are 0 to 4 hours.
Cementitious-Based Binders
■ Gypsum: This formulated gypsum based product readily mixes with water and mulch to fonn a thin
protective crust on the soil surface. It is composed of high purity gypsum that is ground, ealcined and
processed into calcium sulfate hemihydrate with a minimum purity of 86 percent. It is mixed in a
hydraulic seeder and applied at rates 4,000 to ] 2,000 Ib/acre. Drying tiine is 4 to 8 hours.
SB-4 Urban Drainage and Flood Control District Noveinber 2010
Urban Stonn Drainage Criteria Manual Volume 3
Soil Binders (SB)
Installation
EC-3
After selecting an appropriate soil binder, the untreated soil surface must be prepared before applying the
soil binder. The untreated soil surface must contain sufficient moisture to assist the agent in achieving
uniform distribution. In general, the following steps should be followed:
■ Follow manufacturer's written recommendations for application rates, pre-wetting of application area,
and cleaning of equipment after use.
■ Prior to application, roughen embankment and fill areas.
■ Consider the drying time for the selected soil binder and apply with sufficient time before anticipated
rainfall. Soil binders should not be applied during or immediately before rainfall.
■ Avoid over spray onto roads, sidewalks, drainage channels, sound walls, existing vegetation, etc.
■ Soil binders should not be applied to frozen soil, areas with standing water, under fi•eezing or rainy
conditions, or when the temperature is below 40°F during the curing period.
■ More than one treatment is often necessary, although the second treatment may be diluted or have a
lower applicarion rate.
■ Generally, soil binders require a minimuin curing time of 24 hours before they are fully effective.
Refer to inanufacturer's instrucrions for specific cure tiine.
■ Far liquid agents:
o Crown or slope ground to avoid ponding.
o Unifonnly pre-wet ground at 0.03 to 0.3 gal/yd2 or according to inanufacturer's recominendations.
o Apply solution under pressure. Overlap solution 6 to 12 in.
o Allow treated area to cure for the time recominended by the manufacturer, typically at least 24
hours.
o App1y second treatment before first treatment becomes ineffective, using 50 percent applicarion
rate.
o In low humidity, reactivate chemicals by re-wetting with water at O.l to 0.2 gal/yd�.
Maintenance and Removal
Soil binders tend to break down due to natural weathering. Weathering rates depend on a variety of site-
specifrc and product characteristics. Consult the manufacturer for recommended reapplication rates and
reapply the selected soil binder as needed io maintain effectiveness.
Soil binders can fail after heavy rainfall events and may require reapplication. In particular, soil binders
will generally experience spot failures during heavy rainfall evenis. If runoff penetrates the soil at the top
of a slope treated with a soil binder, it is likely that the runoff will undercut the stabilized soil layer and
discharge at a point further down slope.
November 2010 Urban Drainage and Flood Control District SB-5
Urban Storm Drainage Criteria Manual Volume 3
EC-3
Soil Binders (SB)
Areas where erosion is evident should be repaired and soil binder or oiher stabilization reapplied, as
needed. Care should be exercised to minimize the damage to protected areas while making repairs.
Most binders biodegrade after exposure to sun, oxidation, heat and biological organisms; therefore,
removal of the soil binder is not typically required.
SB-6 Urban Drainage and Flood Control District Noveinber 2010
Urban Stonn Drainage Criteria Manual Volume 3
Wind Erosion/Dust Control (DC)
Description
Wind erosion and dust control BMPs
help to keep soil particles from entering
the air as a result of land disturbing
construction activities. These BMPs
include a variety of practices generally
focused on either graded disturbed areas
or construction roadways. For graded
areas, practices such as seeding and
mulching, use of soil binders, site
watering, or other practices that provide
prompt surface cover should be used.
For construction roadways, road
watering and stabilized surfaces should
be considered.
Appropriate Uses
EC-14
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��• �_��• �`r 7�a, �+. e - r� �
�ti� :.� ti•'� � �' �K�� ..i�r f� .rye a�.,J�
� ,. . ,�y ,{ , •.� � � �i�r•�r .
� Y��A� ...S.Y. Rt .� .1� r �.�a. . 5. _1r� ��
Photograph DC-1. Watcr Yntck uscd for dust suppressiou. Pl�oto
coin-tesy of Douglas County.
Dust control measures should be used on any site where dust poses a problem to air quality. Dust control
is important to control for the health of construction workers and surrounding waterbodies.
Design and Installation
The following construction BMPs can be used for dust control:
■ An irrigation/sprinkler system can be used to wet the top layer of disturbed soil to help keep dry soil
particles from becoming airborne.
■ Seeding and mulching can be used to stabilize disturbed surfaces and reduce dust emissions.
■ Protecting existing vegetation can help to slow wind velocities across the ground surface, thereby
limiting the likelihood of soil particles to becotne airborne.
■ Spray-on soil binders form a bond between soil particles keeping them grounded. Chemical
treatments inay require additional perinitting requirements. Potenrial impacts to surrounding
waterways and habitat must be considered prior to use.
■ Placing rock on construction roadways and entrances will help keep dust to a minimum across the
construcrion site.
■ Wu1d fences can be installed on site to reduce wuld
speeds. Install fences perpendicular to the prevailing
wind direction for maximum effectiveness.
Maintenance and Removal
When using an irrigatioi�/sprinkler control system to aid in
dust control, be careful not to overwater. Overwatering will
cause construction vehicles to track mud off-site.
Wind Erosion Control/
Dust Control
Functions
Erosion Control Yes
Sediment Control No
Site/Material Management Moderate
November 2010 Urban Drainage and Flood Control District DC-1
Urban Storm Drainage Criteria Manual Volume 3
Stockpile Management (SP) MM-2
Description
Stockpile management includes
measures to minimize erosion and
sediment transport from soil stockpiles.
Appropriate Uses
Stockpile management should be used
when soils or other erodible materials
are stored at the construction site.
Special attention should be given to
stockpiles in close proximity to natural
or ma�lmade storm systen�s.
Design and Installation
.,. :� -�
.�. �: , � #
° � i ,�E�:�..
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: �re x
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-'��J z` __ ; `�iT`•. _�-'�'"`�' �� ti �;
. y.. � ^-r �.� �;
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� -,° y�r � � Y'a'�' �.. ' _ �� Jr \ f"' � lL j 't ' k.�`'�y �.'.
" r�Y` ' '�'k'' <^�'�� )�f 1-\'�_~�?����.
'�� _,,�" • �s< ,�,�= s -•A � '+ : 's M•" � ..
� � r "�;'' -a•: �, � _ ' '�
1� 1�3 Fk"'�� lY S�� l�'�ris--i`_ ?`4. �'�' ��� �E ��`� y(, ����
�� , ti �. ��"w
�: ��-._�><•,Py _" y` _"t- - .':::��. ti ��,,. .w . -=_t .�'�?� +�-.��s:"..a4:�3r±La`' . e,
Photograph SP-1. A topsoil stocicpilc tl�at has bccn partially
revegetated and is protected by silt fence perimeter control.
Locate stockpiles away from all drainage system components inclLiding storin sewer inlets. Where
practical, choose stockpile locations that that will remain undistlirbed for the longest period of time as the
phases of construction progress. Place sediment control BMPs around the perimeter of the stocicpile, such
as sediment control logs, rock socks, silt fence, straw bales and sand bags. See Detail SP-1 for giiidance
on proper establishment of perimeter contro1s around a stocicpile. For stockpiles in active use, provide a
stabilized designated access point on the upgradient side of the stockpile.
Stabilize the stockpile surface with surface roughening, temporary seeding and mulching, erosion control
blankets, or soil binders. Soils stockpiled for an extended period (typically for more than 60 days) should
be seeded and mulched with a temporary grass cover once the stockpile is placed (typically within 14
days). Use of mulch only or a soil binder is acceptable if the stockpile will be in place for a more limited
ti�ne period (typically 30-60 days). Timeframes for stabilization of stockpiles noted in this fact sheet are
"typical" guidelines. Check perinit requirements for specific federal, state, and/or local requirements that
may be more prescriptive.
Stockpiles should not be placed in streets or paved areas unless no other pracrical alten�ative exists. See
the Stabilized Staging Area Fact Sheet for guidance when staging in roadways is unavoidable due to
space or right-of-way constraints. For paved areas, rock socks must be used for perimeter control and all
inlets with the potential to receive sediment from the stocicpile (even from vehicle tracking) must be
protected.
Maintenance and Removal
Inspect perimeter controls and inlet protection in accordance with their respective BMP Fact Sheets.
Where seeding, inulch and/or soil binders are used, reseeding or reapplication of soil binder may be
necessary.
When temporary removal of a perimeter BMP is necessary
to access a stockpile, ensure BMPs are reinstalled in
accordance with their respective design detail section.
Stock ile Mana ement
Functions
Erosion Control Yes
Sediment Control Yes
Site/Material Manageinent Yes
November 2010 Urban Drainage and Flood Control District SP-1
Urban Storm Drainage Criteria Manual Volume 3
MM-2 Stockpile Management (SM)
When the stockpile is no longer needed, properly dispose of excess materials and revegetate or otherwise
stabilize the ground surface where the stockpile was located.
SP-2 Urban Drainage and Flood Control District November 2010
Urban Stonn Drainage Criteria Manual Voluine 3
Stockpile Management (SP) MM-2
�
�� �� / ��
• ,� / \
�.�,_
� �-
� / STOCKPILE /
SP
3.0' MIN
1 /
\ /
�,� � SILT FENCE {SEE SF DETAIL FOR
\ / �^ INSTALLATION REQUIREMENTS)
� /
STOCKPILE PROTECTION PLAN
MAXIMUM
1�/
SILT FENCE {SEE SF DETAIL FOR
INSTALLATION REQUIREMENTS)
SECTION A
SP-1 . STOCKPILE PROTECTION
STOCKPILE PROTECTION INSTALLATION NOTES
1. SEE PLAN VIEW FOR:
-LOCATION OF STOCKPILES.
-TYPE OF STOCKPILE PROTECTION.
2. INSTALL PERIMETER CONTROLS IN ACCORDANCE WITH THEIR RESPECTIVE DESIGN DETAILS.
SIL7 FENCE IS SHOWN IN THE STOCKPILE PROTECTION DETAILS; HOWEVER, OTHER TYPES OF
PERIMETER CONTROLS INCLUDING SEDIMENT CONTROL LOGS OR RaCK SOCKS MAY BE
SUITABLE IN SOME CIRCUMSTANCES. CONSIDERATIONS FOR DETERMINING THE APPROPRIATE
TYPE OF PERIMETER CONTROL FOR A STOCKPILE INCLUDE WHETHER THE STOCKPILE IS
LOCATED ON A PERVIOUS OR IMPERVIOUS SURFACE, THE RELATIVE HEIGHTS OF THE
PERIMETER CONTROL AND STOCKPILE, THE ABILIN OF THE PERIMETER CONTROL TO CONTAIN
THE STOCKPILE WITHOUT FAILING IN THE EVENT THAT MATERIAL FROM THE STOCKPILE SHIF7S
OR SLUMPS AGAINST THE PERIMETER, AND OTHER FACTaRS.
3. STABILIZE THE STOCKPILE SURFACE WITH SURFACE ROUGHENING, TEMPORARY SEEDING ANC
MULCHING, EROSION CONTROL BLANKETS, OR SOIL BINDERS. SOILS STOCKPILED FOR AN
EXTENDED PERIOD (TYPICALLY FOR MORE THAN 60 �AYS) SHOULD BE SEEOEO ANO MULCHEO
WITH A TEMPORARY GRASS COVER ONCE THE STOCKPILE IS PLACED (TYPICALLY WITHIN 14
DAYS). USE OF MULCH ONLY OR A SOIL BINDER IS ACCEPTABLE IF THE STOCKPILE WILL 8E
IN PLACE FOR A MORE �IMITED TIME PERIOD (TYPICALLY 30-60 �AYS).
4. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE, WHERE
OTHER DOWNGRADIENT CONTROLS, INCLUDING PERIMETER CONTROL, ARE IN PLACE, STOCKPILE
PERIMETER CONTROLS MAY NOT 8E REQUIRED.
November 2010 Urban Drainage and Flood Control District SP-3
Urban Storm Drainage Criteria Manual Volume 3
MM-2 Stockpile Management (SM)
STOCKPILE PROTECTION MAINTENANCE NOTES
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.
MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
EROSION, AND PERFORM NECESSARY MAINTENANCE.
2. FREQUENT 08SERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3. WHERE BMPs HAVE FAILED, REPAIR �R REPLACEMENT SHOULD BE INITIATED UPON
DISCOVERY OF THE FAILURE.
STOCKPILE PROTECTIaN MAINTENANCE NOTES
4. IF PERIMETER PROTECTION MUST BE MOVED TO ACCESS SOIL STOCKPILE, REPLACE
PERIMETER CONTROLS BY THE END aF THE WORKDAY.
5. STOCKPILE PERIMETER CONTROLS CAN 8E REMOVED ONCE ALL THE MATERIAL FROM THE
STOCKPILE HAS BEEN USED.
(DETAILS ADAPiED FROM PARKER, COIORADO, NOT AVAILABLE IN AUTOCAD)
NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
CONSULT WITH �OCAL JURIS�ICTIONS AS TO WHICH OETAIL SHOULD BE USE� WHEN
DIFFERENCES ARE NOTED.
SP-4 Urban Drainage and Flood Control District November 2010
Urban Stonn Drainage Criteria Manual Voluine 3
Stockpile Management (SP) MM-2
0
�
ORANGE SAFETY '
CONE
TARP ANCHOR
//I
ROAD CL
�
ROADWAY � I
A POLY LINER
BERM
� m
� m
m POLY TARP �
BERM MATERIAL
(TRIANGULAR SILT DIKE,
SEOIMENT CONTROL LOG,
ROCK SOCK, OR OTHER
WRAPPED MATERIAL)
6 � MAX.
6"MIN.
SP-2. MATERIA
POLY TARP
6' MAX., MUST NOT
BE LOCATED WITHIN
A DRIVE IANE
SA—
� R
501L/LANDSCAPE
MATERIAL
6" PVC PIPE
FOR DRAINAGE
IN FLOWIINE
CURB LINE
TARP ANCHOR (CINDER
BLOCK, OR 5 GALLON
BUCKET OF WATER)
POLY LINER
6'� PVC PIPE
TAGING IN ROADWAY
MATERIALS STAGING IN ROAOWAYS INSTALLATION NOTES
1. SEE PLAN VIEW FOR
-LOCATION OF MATERIAL STAGING AREA(S).
-CONTRACTOR MAY ADJUST LOCATION AND SIZE OF STAGING AREA WITH APPROVAL
FROM THE LOCAL JURISDICTION.
2. FEATURE MUST BE INSTALLED PRIOR TO ExCAVATION, EARTHWORK OR DELIVERY OF
MATERIALS.
3. MATERIALS MUS7 BE STATIONED ON THE POLY LINER. ANY INCIDENTAL MATERIALS
DEPOSITED ON PAVED SECTION OR ALONG CURB LINE MUST BE CLEANED UP PROMPTLY.
4. POLY LINER AND TARP COVER SHOULD BE OF SIGNIFICANT THICKNESS TO PREVENT
DAMAGE OR LOSS OF INTEGRITY.
5. SAND BAGS MAY 8E SUBSTITUTED TO ANCHOR THE COVER TARP OR PROVIDE BERMING
UNDER THE BASE LINER.
6. FEATURE IS NOT INTENDEO FOR USE WITH WET MATERIA� THAT WILL BE DRAINING AND/OR
SPREADING OUT ON THE POLY LINER OR FOR DEMOLITION MATERIALS.
7. THIS FEATURE CAN BE USED FOR:
-UTILITY REPAIRS.
-WHEN OTHER STAGING LOCATIONS AND OPTIONS ARE LIMITED.
-OTHER LIMI7ED APPLICATION AND SHORT OURATION STAGING.
November 2010 Urban Drainage and Flood Control District SP-5
Urban Storm Drainage Criteria Manual Volume 3
MM-2 Stockpile Management (SM)
MATERIALS STAGING IN ROADWAY MAINTENANCE NOTES
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.
MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
EROSION, ANO PERFORM NECESSARY MAINTENANCE.
2. FREQUENT 08SERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3. WHERE BMPs HAVE FAILED, REPAIR �R REPLACEMENT SHOULD BE INITIATED UPON
DISCOVERY OF THE FAILURE.
4. INSPECT PVC PIPE ALONG CURB LINE FOR CLOGGING AND DEBRIS. REMOVE OBSTRUCTIONS
PROMPTLY.
5. CLEAN MATERIAL FROM PAVED SURFACES BY SWEEPING OR VACUUMING.
NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN
DIFFERENCES ARE NOTED.
(DETAILS AOAPiED FROM AUROR4, COLORADO)
SP-6 Urban Drainage and Flood Control District November 2010
Urban Stonn Drainage Criteria Manual Voluine 3
Good Housekeeping Practices (GH) MM-3
Description
Implement construction site good housekeeping practices to
prevent pollution associated with solid, liquid and hazardous
construction-related materials and wastes. Stormwater
Management Plans (SWMPs) should clearly specify BMPs
including these good housekeeping practices:
■ Provide for waste management.
■ Establish proper building material staging areas.
■ Designate paint and concrete washout areas.
■ Establish proper equipment/vehicle fueling and
maintenance practices.
■ Control equipinent/vehicle washing and allowable non-
stonnwater discharges.
■ Develop a spill prevention and response plan.
Acknowledgement: This Fact Sheet is based directly on
EPA guidance provided in Developing Your Stormwuter
Pollution Prevent Plan (EPA 2007).
Appropriate Uses
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Photographs GH-1 and GH-2. Proper ma[crials
storage and secondary containment for fuel tanks
are important good housekeeping practices. Photos
colutesy of CDOT and City of Aurora.
Good hoLisekeeping practices are necessary at all construction sites.
Design and Installation
The following principles and actions should be addressed in SWMPs:
Provide for Waste Management. Implement management procedures and practices to prevent or
reduce the exposure and transport of pollutants in stormwater from solid, liquid and sanitary wastes
that will be generated at the site. Practices sLich as trash disposal, recycling, proper material handling,
and cleanup measures can reduce the potential for stormwater runoff to pick up construction site
wastes and discharge theni to surface waters. Implement a comprehensive set of waste-management
practices for hazardous or toxic materials, such as paints, solvents, petroleuin products, pesticides,
wood preservatives, acids, roofing tar, and other materials. Practices should include storage,
handling, inventory, and cleanup procedures, in case of spills. Specific practices that should be
considered include:
Solid or Construction Waste
o Designate trash and bulk waste-collection areas on-
site.
Good Housekeeping
Functions
Erosion Control No
Sediment Control No
Site/Material Management Yes
November 2010 Urban Drainage and Flood Control District GH-1
Urban Storm Drainage Criteria Manual Volume 3
MM-3 Good Housekeeping Practices (GH)
o Recycle materials whenever possible (e.g., paper, wood, concrete, oil).
o Segregate and provide proper disposal options far hazardous material wastes.
o Clean up litter and debris from the construction site daily.
o Locate waste-collection areas away from streets, gutters, watercourses, and storm drains. Waste-
collection areas (dumpsters, and such) are often best located near construction site entrances to
minimize traffic on disturbed soils. Consider secondary containment ai•ound waste collection
areas to minimize the likelihood of contaminated discharges.
o Empty waste containers before they are full and overflowing.
Sanitary and Septic Waste
o Provide convenient, well-maintained, and properly located toilet facilities on-site.
o Locate toilet facilities away fiom storm drain inlets and waterways to prevent accidental spills
and contanunation of storinwater.
o Maintain clean restroom facilities and empry portable toilets regularly.
o Where possible, provide secondary containment pans under portable toilets.
o Provide tie-downs or stake-downs for portable toilets.
o Educate employees, subcontractars, and suppliers on locations of facilities.
o Treat or dispose of sanitary and septic waste in accordance with state or local regulations. Do not
discharge or bury wastewater at the construction site.
o Inspect facilities for leaks. If found, repair or replace immediately.
o Special care is necessaiy during maintenance (pump out) to ensure that waste and/or biocide are
not spilled on the ground.
Hazardous Materials and Wastes
o Develop and iinpleinent employee and
subcontractor education, as needed, on
hazardous and toxic waste handling,
storage, disposal, and cleanup.
o Designate hazardous waste-collection
areas on-site.
o Place all hazardous and toxic material
wastes in secondaiy containment.
��
Photograph GH-3. Locatc �ortablc toilct facilitics on lcvcl
surfaces away fi-om waterways and sYorm drains. Photo
courtesy of W W E.
GH-2 Urban Drainage and Flood Control District November 2010
Urban Stonn Drainage Criteria Manual Volume 3
Good Housekeeping Practices (GH) MM-3
o Hazardous wasie containers should be inspected to ensure that all containers are labeled properly
and that no leaks are present.
Establish Proper Building Material Handling and Staging Areas. The SWMP should include
comprehensive handling and management procedures for building materials, especially those that are
hazardous or toxic. Paints, solvents, pesticides, fiiels and oils, other hazardous materials or building
materials that have the potential to contaminate stormwater should be stored indoors or under cover
wheuever possible or in areas with secondaiy containment. Secondary containinent measures prevent
a spill from spreading across the site and may include dikes, berms, curbing, or other containment
methods. Secondary containment techniques should also ensure the protection of grounclwater.
Designate staging areas for activities such as fueling vehicles, mixing paints, plaster, inortar, and
other potential pollutants. Designated staging areas enable easier monitoring of the use of materials
and clean up of spills. Training employees and subcontractors is essential to the success of this
pollution prevention principle. Consider the following specific materials handling and staging
practices:
o Train employees and subcontractors in proper handling and storage practices.
o Clearly designate site areas for staging and storage with signs and on construction drawings.
Staging areas should be located in areas central to the construction site. Segment the staging area
into sub-areas designated for vehicles, equipment, or stockpiles. Construction entrances and exits
should be clearly marked so that delivery vehicles enter/exit through stabilized areas with vehicle
tracking cont�ols (See Vehicle Tracking Control Fact Sheet).
o Provide storage in accordance with Spill Protection, Control and Countermeasures (SPCC)
requireinents and plans and provide cover and iinpermeable perimeter control, as necessary, for
hazardous materials and contaminated soils that must be stored on site.
o Ensure that storage containers are regularly inspected for leaks, corrosion, support ar foundation
failure, or other signs of deterioration and tested for soundness.
o Reuse and recycle construction materials when possible.
Designate Conerete Washout Areas. Concrete contractors should be encouraged to use the washout
facilities at their own plants or dispatch facilities when feasible; however, concrete washout
commonly occurs on construction sites. If it is necessary to provide for concrete washout areas on-
site, designate specific washout areas and design facilities to handle anticipated washout water.
Washout areas should also be provided for paint and stucco operations. Because washout areas can
be a source of pollutants from leaks or spills, care must be taken with regard to their placement and
proper use. See the Concrete Washout Area Fact Sheet for detailed guidance.
Both self-constructed and prefabricated washout containers can fill up quickly when concrete, pault,
and stucco work are occurring on large portions of the site. Be sure to check for evidence that
contractors are using the washout areas and not dumping materials onto the ground or into drainage
facilities. If the washout areas are not being used regularly, consider posting additional signage,
i-elocating the facilities to more convenient locations, ar providing training to worlcers and
contractors.
When concrete, paint, or stucco is part of the construction process, consider these practices which will
help prevent contamination of stormwater. Include the locations of these areas and the inaintenance
and inspection procedures in the SWMP.
November 2010 Urban Drainage and Flood Control District GH-3
Urban Storm Drainage Criteria Manual Volume 3
MM-3 Good Housekeeping Practices (GH)
o Do not washout concrete trucks or equipment into storm drains, streets, gutters, uncontained
areas, or streams. Only use designated washout areas.
o Establish washout areas and advertise their locations with signs. Ensure that signage remains in
good repair.
o Provide adequate containment for the amount of wash water that will be used.
o Inspect washout structures daily to detect leaks or tears and to identify wheil materials need to be
removed.
o Dispose of materials properly. The preferred method is to allow the water to evaporate and to
recycle the l�ardened concrete. Full service companies may provide dewatering services and
should dispose of wastewater properly. Concrete wash water can be highly polluted. It should
not be discharged to any surface water, storm sewer system, ar allowed to iniiltrate into the
ground in the vicinity of waterbodies. Washwater should not be discharged to a sanitary sewer
system without first i•eceiving written permission from the system operator.
Establish Proper Equipment/Vehicle Fueling and Maintenance Practices. Create a clearly
designated on-site fueling and maintenance area that is clean and dry. The on-site fueling area should
have a spill kit, and staff shoulci know how to use it. If possible, conduct vehicle fiieling and
maintenance activities in a covered area. Consider the following practices to help prevent the
discharge of pollutants to stormwater froin equipment/vehicle fueling and maintenance. Include the
locations of designated fueling and maintenance areas and inspection and maintenance procedures in
the SWMP.
o Train employees and subcontractors in proper fueling procedures (stay with vehicles during
fi.ieling, proper use of pumps, emergency shutoff valves, etc.).
o Inspect on-site vehicles and equipment regularly for leaks, equipment damage, and other service
problems.
o Clearly designate vehicle/equipment service areas away from drainage facilities and watercourses
to prevent stormwater run-on and runoff.
o Use drip pans, drip cloths, or absorbent pads when replacing spent fluids.
o Collect all spent fluids, store in appropriate labeled containers in the proper storage areas, and
recycle fluids whenever possible.
■ Control Equipment/Vehicle Washing and Allowable Non-Stormwater Discharges. Implement
practices to prevent conta��nination of surface and groundwater from equipment and vehicle wash
water. Representative practices include:
o Educate employees and subcontractors on proper washing procedures.
o Use off-site washing facilities, when available.
o Clearly mark the washing areas and inform workers that all washing must occur i�1 this area.
o Contain wash water and treat it using BMPs. Infiltrate washwater when possible, but maintain
separation from drainage paths and waterbodies.
GH-4 Urban Drainage and Flood Control District November 2010
Urban Stonn Drainage Criteria Manual Volume 3
Good Housekeeping Practices (GH) MM-3
o Use high-pressure water spray at vehicle washing facilities without detergents. Water alone can
remove most dirt adequately.
o Do not conduct other activities, such as vehicle repairs, in the wash area.
o Include the location of the washing facilities and the inspection and maintenance procedLires in
the SWMP.
Develop a Spill Prevention and Response Plan. Spill prevention and response procedures must be
identified in the SWMP. Representative procedures include identifying ways to reduce the chance of
spills, stop the source of spills, contain and clean up spills, dispose of materials contaminated by
spills, and train personnel responsible for spill prevention and response. The plan should also specify
material handling procedures and storage i-equirements and ensure that clear and concise spill cleanup
procedures are provided and posted for areas in which spills may potentially occur. When developing
a spill prevention plan, include the following:
o Note the locations of chemical storage areas, storm drains, tributary drainage areas, surface
waterbodies on or near the site, and measures to stop spills froin leaving the site.
o Provide proper handling and safety procedures for each type of waste. Keep Material Safety Data
Sheets (MSDSs) for chemical used on site with the SWMP.
o Establish an education program for employees and subcontractors on the potential hazards to
humans and the enviromnent from spills and leaks.
o Specify how to notify appropriate authorities, such as police and fire departments, hospitals, or
municipal sewage treahnent facilities to request assistance. Emergency procedures and contact
numbers should be provided in the SWMP and posted at storage locations.
o Describe the procedures, equipinent and materials for iminediate cleanup of spills and proper
disposal.
o Identify personnel responsible for implementing the plan in the event of a spill. Update the spill
prevention plan and clean up materials as changes occur to the types of chemicals stored and used
at the facility.
November 2010 Urban Drainage and Flood Control District GH-5
Urban Storm Drainage Criteria Manual Volume 3
MM-3 Good Housekeeping Practices (GH)
Spill Prevention, Control, and Countermeasure (SPCC) Plan
Construction sites may be subject to 40 CFR Part 112 regulations that require the preparation and
implementation of a SPCC Plan to prevent oil spills from aboveground and underground storage tanks.
The facility is subject to this rule if it is a non-transportation-related facility that:
■ Has a total storage capacity greater than 1,320 gallons or a completely buried storage capacity
greater than 42,000 gallons.
■ Could reasonably be expected to discharge oil in quantities that may be harmful to navigable waters
of the United States and adjoining shorelines.
Furtherinore, if the facility is subject to 40 CFR Part 112, the SWMP should reference the SPCC Plan.
To find out inare about SPCC Plans, see EPA's website on SPPC at www.epa.�ov/oils��ilUspcclltm.
Reporting Oil Spills
Iu the event of an oil spill, contact the National Response Center toll free at 1-800-424- 8802 for
assistance, or for more details, visit their website: www.nrc.usc .�mil.
Maintenance and Removal
Effective implenlentation of good housekeeping practices is dependent o�z clear designation of personnel
responsible for supervising and implementing good housekeeping programs, such as site cleanup and
disposal of trash and debris, hazardous material inanagement and disposal, vehicle and equipment
maintenance, and other practices. Emergency response "drills" inay aid in einergency preparedness.
Checklists may be helpfiil in good housekeeping efforts.
Staging and storage areas require permanent stabilization when the areas are no longer being used for
construction-related activities.
Construction-related materials, debris and waste must be removed from the construction site once
construction is complete.
Design Details
See the following Fact Sheets far related Design Details:
MM-1 Concrete Washout Area
MM-2 Stockpile Management
SM-4 Vehicle Tracicing Control
Design details are not necessary for other good housekeeping practices; however, be sure to designate
where specific practices will occur on the appropriate construction drawings.
GH-6 Urban Drainage and Flood Control District November 2010
Urban Stonn Drainage Criteria Manual Volume 3
Silt Fence (SF)
Description
A silt fence is a woven geotextile fabric
attached to wooden posts and trenched
into tl�e ground. It is designed as a
sediment barrier to intercept sheet flow
runoff from disturbed areas.
Appropriate Uses
A silt fence can be used where runoff is
conveyed from a disturbed area as sheet
flow. Silt fence is not designed to
receive concentrated flow or to be used
as a filter fabric. Typical uses include:
■ Down slope of a disturbed area to
accept sheet flow.
■ Along the perimeter of a receiving
water such as a stream, pond or
wetland.
■ At the perimeter of a construction site.
Design and Installation
SC-1
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Photograph SF-l. Silt fence creates a sediment barrier, forcing
sheet flow runoff to evaporatc or infiltrate.
Silt fence should be installed along the contour of slopes so that it intercepts sheet flow. The maximum
recommended tributary drainage area per 100 lineal feet of silt fence, installed along the contour, is
approximately 0.25 acres with a disturbed slope length of up to l 50 feet and a tributary slope gradient no
steeper than 3:1. Longer and steeper slopes reqnire additional measures. This recominendation only
applies to silt fence installed along the contour. Silt fence installed for other uses, such as periineter
control, should be installed in a way that will not pi-odlice concentrated flows. For example, a"J-hook"
installation inay be appropriate to force runoff to pond and evaporate or infiltrate in multiple areas rather
than concentrate and cause erosive conditions parallel to the silt fence.
See Detail SF-1 for proper silt fence installation, which involves proper trencl�ing, staking, securing the
fabric to the stakes, and backfilling the silt fence. Properly installed silt fence should not be easily pltlled
out by hand and there should be no gaps between the ground and the fabric.
Silt fence inust meet the minimuin allowable strength requireinents, depth of installation requirement, and
other specifications in the design details. Improper installation
of silt fence is a common reason for silt fence failure; however, Silt Fence
when properly installed and used for the appropriate purposes, it
can be highly effective. Funetions
Erosion Control No
Sediment Control Yes
Site/Material Management No
November 2010 Urban Drainage and Flood Control District SF-1
Urban Storm Drainage Criteria Manual Volume 3
SC-1
Maintenance and Removal
Inspection of silt fence includes observing the
material for tears or holes and checking far slumping
fence and undercut areas bypassing flows. Repair of
silt fence typically involves replacing the damaged
section with a new section. Sediinent accumulated
behind silt fence should be removed, as needed to
maintain BMP effectiveness, rypically before it
reaches a depth of 6 inches.
Silt fence may be removed when the upstream area
has reached final stabilization.
Silt Fence (SF)
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Photograph SF-2. When silt fence is not installed along
the contour, a"J-hook" installation may be appropriate
to ensure that the BMP does not create concentrated
flow parallel to the silt fence. Photo courtesy of Tom
Gore.
SF-2 Urban Drainage and Flood Control District Noveinber 2010
Urban Stonn Drainage Criteria Manual Voluine 3
Silt Fence (SF)
�_�. _ �
SILT FENCE
GEOTEXTILE
COMPACTED
BACKFI LL
F� W �-�
EXISTING � � ~
GROUND �
6�� MIN
AT LEAST 10"
OF SILT FENCE
"TAIL" SHALL BE
BURIED
SILT FENCE
ROTATE
SECONO
POSTS SHALL BE JOINED AS
SHOWN, THEN ROTATED 180 DEG.
IN DIRECTION SHOWN AND ORIVEN
INTO THE GROUND
SECTION A
SC-1
,YZ..x,�„ SF
(RECOMMENDED) WOODEN
FENCE POST WITH 10' MRX
SPACING
36"-48"
TYP�
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO GAPS
EXIST IN SILT FENCE,
THICKNESS OF GEOTEXTILE HAS
BEEN EXAGGERATE�, TYP
SF-1. SILT FENCE
November 2010 Urban Drainage and Flood Control District SF-3
Urban Storm Drainage Criteria Manual Volume 3
SC-1
Silt Fence (SF)
SILT FENCE INSTALLATION NOTES
1. SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER
PONDING. SILT FENCE AT THE TOE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATION
AT LEAST SEVERAL FEET (2-5 FT) FROM THE TOE OF THE SLOPE TO ALLOW ROOM FOR
PONDING AND DEPOSITIaN.
2. A UNIFORM 6" X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER OR SILT
FENCE INSTALLATION DEVICE. NO ROAD GRADERS, BACKHOES, OR SIMILAR E4UIPMENT SHALL
8E USED.
3. COMPACT ANCHOR TRENCH BY HAND WITH A"JUMPING JACK" OR BY WHEEL RaLLING.
COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR
TRENCH BY HAND.
4. SILT FENCE SHALL BE PULLEO TIGHT AS IT IS ANCHOREO TO THE STAKES. THERE SHOULO
BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANCHORED TO THE STAKES.
5. SILT FENCE FABRIC SHALL BE ANCHORED TO THE STAKES USING 1" HEAW DUTY STAPLES
OR NAILS WITH 1�� HEADS. STAPLES AND NAILS SHOULD 8E PLACED 3�� ALONG THE FABRIC
DOWN THE STAKE.
6. AT THE END OF A RUN OF SILT FENCE ALONG A CONTOUR, THE SILT FENCE SHOULD BE
TURNED PERPENDICULAR TO THE CONTOUR TO CREATE A"J—HOOK." THE "J—HOOK"
ExTENDING PERPENDICULAR TO THE CONTOUR SHaULD BE OF SUFFICIENT �ENGTH TO KEEP
RUNOFF FROM FLOWING AROUND THE END OF THE SILT FENCE (TYPICALLY 10' — 20').
7. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES.
SILT FENCE MAINTENANCE NOTES
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.
MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS
POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
EROSION, AND PERFORM NECESSARY MAINTENANCE.
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULO BE INITIATED UPON
DISCOVERY OF THE FAILURE.
4. SEDIMENT ACCUMULATED UPSTREAM OF THE SILT FENCE SHALL BE REMOVED AS NEEDED
TO MAINTAIN THE FUNCTIONALITY OF THE BMP, TYPICALLY WHEN OEPTH OF ACCUMULATEO
SEDIMENTS IS APPROXIMATELY 6".
5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SUCH AS SAGGING,
TEARING, OR COLLAPSE.
6. SILT FENCE IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED
AND APPROVEO BY THE LOCAL JURISDICTION, OR IS REPLACED 8Y AN EQUIVALENT PERIMETER
SEDIMENT CONTROL BMP.
7. WHEN SILT FENCE IS REMOVED, ALL DISTURBED AREAS SHALL 8E COVERED WITH TOPSOIL,
SEEDED ANO nnu�CHED OR OTHERwiSE STABiu2ED aS aPPROVED BY LOCA� JURISDICTION.
(DETAIL ADAPTED FRON TOWN OF PARKER, COLOR4D0 AND CITY OF AURORA, NOT AVPILABLE IN AUTOCAO)
NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN
OIFFERENCES ARE NOTED.
SF-4 Urban Drainage and Flood Control District Noveinber 2010
Urban Stonn Drainage Criteria Manual Voluine 3
Sediment Control Log (SCL) SC-2
Description
A sediment control log is a linear roll
made of natural materials such as
straw, coconut fiber, or other fibrous
material trenched into the ground and
held with a wooden stake. Sediment
control logs are also often referred to
as "straw wattles." They are used as a
sediment barrier to intercept sheet flow
runoff from disturbed areas.
Appropriate Uses
Sediment control logs can be used in
the following applications to trap
sediment:
■ As periineter control for stockpiles
and the site.
■ As part of inlet protection designs
■ As check dains in sinall drainage
ditches. (Sediinent control logs
are not intended for use in
channels with high flow
velocities.)
■ On disturbed slopes to shorten flow
lengths (as an erosion control).
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.�ii . �ll�J^ 14.�i�.'P. IF . _ .. � ` ' ,
. =�� Zitr����[� �. _ '. .
: ; :Y::4�..=-:--s� . - �= ; `_ �-. .�
' - „z-� _ , - - - -� -
•� � - - �
: y . .. � � . -- _ ' o'" ' -- i ; � . I
� �'� ir� w4`x'r -�t� � �� YE �?`�1
ee.-- � ��`�� ?' «z-t * ., � . .+1� r `-' -� .�,- _.
F ��t .t, "`9+a�, . �,s'�.j+�• � ' ., � ,. _ . _ va �' �
j1��'�� �. . .�� . . � H _ _
*1:� . � , 4 . . '. .�. .,�'? . " �
�� ,� �.r
++. •
�i,� 4 f � _ ��� " i`
.�. � � , �
A v . �3t � -�-�r � ; � _y �� � .. %�n . s�.S_
�7b�� ,, w ,y, c._ �� �,. �"Tj�
-. ''_' - '. '�' ♦. . _ r�� Y
_� _ .�a��." . � .. > .. _ � __ �. .,^.+�-. ` _,�
Photographs SCL-1 and SCL-2. Sediment coutrol logs used as 1) a
perimeter control around a soil stockpile; and, 2) as a"J-hook"
periineter control at the corner of a construction site.
■ As part of multi-layered perimeter control along a receiving water such as a stream, pond or wetland.
Sediment control logs work well in combination with other layers of erosion and sediment controls.
Design and Installation
Sediment control logs should be installed along the contour to avoid concentrating flows. The maxiinum
allowable tributary drainage area per 1001ineal feet of sediment control log, installed along the contour, is
approximately 0.25 acres with a disturbed slope length of up to 150 feet and a tributary slope gradient no
steeper than 3:1. Longer and steeper slopes require additional measures. This recorrunendation only
applies to sediment control logs installed along the contour. When installed for other uses, such as
perimeter control, it should be installed in a way that will not
produce concentrated flows. For example, a"J-hook" Sediment Control Lo
installation may be appropriate to force runoff to pond and Funetions
evaporate or infiltrate in multiple areas rather than concentrate
and cause erosive conditions parallel to tl�e BMP. Erosion Control Moderate
Sediment Control Yes
Site/Matei-ial Management No
November 2010 Urban Drainage and Flood Control District SCL-1
Urban Storm Drainage Criteria Manual Volume 3
- �. �
: . _ -_ : - _� -�— —� — � - - '�
SC-2 Sediment Control Log (SCL)
Although sediment control logs initially allow runoff to flow through the BMP, they can quickly become
a barrier and should be installed is if they are impenneable.
Design details and notes for sediment control logs are provided in Detail SCL-1. Sediment logs must be
properly trenched and staked into the ground to prevent undercutting, bypassing and displacement. When
installed on slopes, sediment control logs should be installed along the contours (i.e., perpendicular to
flow).
Improper installation can lead to poor performance. Be sure that sediment control logs are properly
trenched, anchored and tightly jointed.
Maintenance and Removal
Be aware that sediment control logs will eventually degrade. Remove accumulated sedi�nent before the
depth is one-half the height of the sediment log and repair dainage to the sediment log, typically by
replacing the damaged section.
Once the upstream area is stabilized, remove and properly dispose of the logs. Areas disturbed beneath
the logs inay need to be seeded and mulched. Sediment control logs that are biodegradable may
occasionally be left in place (e.g., when logs are used in conjunction with erosion control blankets as
permanent slope breaks). However, removal of sediment control logs after final stabilization is typically
recommended when used in perimeter control, inlet protection and check dam applications.
SCL-2 Urban Drainage and Flood Control District November 2010
Urban Stonn Drainage Criteria Manual Voluine 3
Sediment Control Log (SCL) SC-2
—�—�—�-
1}�" x 1y2" x 18° (MIN)
WOODEN STAKE
i3„ ¢' MqX`
�C1L CENTER (TYP.
L 's" �
Y3 �i,aM. ;\J�y
FLOW l''-� OF SCL ���M• ;�i��������,. NOTE: LARGER
(TYP.) � ���������� DIAMETER SEDIMENT
�!��/ � � CONTROL LOGS MAY
��! '' �i NEED TO BE
.��/ri/��yi/��'/��/���i��� ,, .' \`, \ EM BEOOED 0 EEP ER.
y�y���!y�v�%��r��i�i�!iV�r�ii��i�iiV���i�iV��i�!rV�i�!i��i�ii�%� .
� �,;,,,� �, �.-:�, �,� .�,1� � � �.,_ � � .�,��
SEDIMENT CONTROL LOG
1
COMPACTED EXCAVATED 3��
TRENCH SOIL
FLOW
6"
CENTER STAKE IN CONTROL LOG
9" OIAMETER (MIN)
�� SEDIMENT CONTROL LOG
Y3 DIAM. SCL (TYP.)
�
SECTION A
9" DIAMETER {MIN)
SEDIMENT CONTROL LOG
12" OVERLAP
SCL
9" DIAMETER (MIN}
SEDIMENT CONTROL LOG
1Y�" x 11�i" x 18" {MIN1
SEDIMENT CONTROL LOG JOINTS
SCL-1. SEDIMENT CONTROL LOG
November 2010 Urban Drainage and Flood Control District SCL-3
Urban Storm Drainage Criteria Manual Volume 3
SC-2 Sediment Control Log (SCL)
COMPACTED EXCAVATED
TRENCH SOIL
3��� � CENrER STAKE W CONTROL LOG
9" DIAMETER (MIN)
\ � SEDIMENT CONTROL LOG
\
�� PLACE LOG AGAINST BACK OF CURB
Y3 �IAM. SCL (TYP.)
6' MIN.
SCL-2. SEDIMENT CONTROL LOG AT BACK OF CURB
CENTER STAKE
IN CONrROL LOG
3�� 9" DIAMETER (MIN)
� SEOIMENT CONTROL LOG TREE LAWN (TYPICAL)
� y3 DIAM. SCL (TYP.)
FLOW
i ; �; � ���
R�::. � . __ ' </� _,�i;: ... .!i: ..,. .,. .✓.._.., ,� �_i �
MIN":."� ��C
i�� . (%
�
��;;.
�: %�
.. ��;;��;
FLOW --�.
� .; ��
\ '`,� ,' .���./�,'",
,
�.
j� ' .;:
,../\
CURB
�,>;;;� �
SCL-3. SEDIMENT CONTROL LOG AT SIDEWALK WITH
TREE LAWN
STAKING AT 4' MAX.
ON CENTER (TYP.)
VERTICAL SPACWG
VARIES DEPENDING
\.��QFF'1 ON SLOPE �,
� � �+ii��:�_ � �� � � CONTINUOUS SCL
�"� %i �,, '!%�� , �� ,� %�� AT PERIMETER OF
�'� � �'% �� CONSTRUCTION SITE
SCL-4. SEDIMENT CONTROL LOGS TO CONTROL
SLOPE LENGTH
>, >.r, ::;.
F� <'
SCL-4 Urban Drainage and Flood Control District November 2010
Urban Stonn Drainage Criteria Manual Voluine 3
Sediment Control Log (SCL) SC-2
SEDIMENT CONTROL LaG INSTALLATION NOTES
1. SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT CONTROL LOGS.
2. SEDIMENT CON7ROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR
TO ANY UPGRADIENT LAND-DISTURBING ACTIVITIES.
3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR OR COCONUT
FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLU�ING RIPS,
HOLES AND OBVIOUS WEAR.
4. SE�IMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN �ITCHES AN� SWALES.
HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS OR HIGH VELOCITY DRAINAGE
WAYS.
5. IT IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO
A OEPTH OF APPROXIMATELY Y3 OF THE DIAMETER OF THE LOG. IF TRENCHING TO THIS
DEPTH IS NOT FEASIBLE ANO/OR DESIRABLE (SHOR7 TERM INSTALLATION WITH DESIRE NOT TO
DAMAGE LANOSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE RflBUST
STAKING
6. THE UPHILL SIDE OF THE SEOIMENT CONTROL LOG SHALL BE BACKFILLED WITH SaIL THAT
IS FREE OF ROCKS AND DEBRIS. THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE
OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTEO LAWN ROLLER.
7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS
00 NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS ANO EMBEDDEO A
MINIMUM OF 6" INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF
THE LOG. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED.
SEDIMENT CONTROL LOG MAINTENANCE NOTES
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.
MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS
POSSIBLE (AND A�WAYS WITHIN 24 HOURS� FOLLOWING A STORM THAT CAUSES SURFACE
ERQSION, AND PERFORM NECESSARY MAINTENANCE.
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MRINTAIN BMPs IN
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3. WHERE BMPs HAVE FAILED, REPAIR aR REPLACEMENT SHOULD BE INITIATED UPON
OISCOVERY OF THE FAILURE.
4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS
NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULA7E0
SEDIMENTS IS APPROXIMATELY � OF THE HEIGHT OF THE SEDIMENT CONTROL LOG.
5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION. IF
DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH TOP SOIL, SEEDED
AND MULCHED OR OTHERWISE STABILIZEO IN A MANNER APPRaVED BY THE LOCAL
JURISDICTION.
�DETni�S nDnPTEO fROM i0wt� Of PnRKER, CO�OR,4�0, �Eff'ERSaN COUNTY, COLORAOd, OOUCLAS COUNiY, C��ORn00,
ANO CIN OF AURORA, CaLORADO, NOT AVAILABIE IN AUTOCAD)
NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS.
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH OETAIL SHOULD 8E USED WHEN
DIFFERENCES ARE NOTED.
November 2010 Urban Drainage and Flood Control District SCL-5
Urban Storm Drainage Criteria Manual Volume 3
Vehicle Tracking Control (VTC) SM-4
Description
Vehicle tracking controls provide
stabilized construction site access where
vehicles exit the site onto paved public
roads. An effective vehicle tracking
control helps remove sediment (mud or
dirt) from vehicles, reducing �racking onto
the paved surface.
Appropriate Uses
��. �" '_A
��.�s.: ; .
-�- ' � -
4`A� � q,'- t '� . � �„ ' '�y, i •~ \.� . � P"�,! .
r' '� � , . . "�' �a^l 1� -.•C � `�.. .T�`_ .J'` '.. .. �
. �'` �� \' ' r
„ � 1 � � t �
�i.�A �4r7 i'�) ��.� �:R- �'�f � :tJt �.�`� � f,
�� ' ;c—, �~` �'`�c�'�w t� y. �t-- �x -� .�"x, �. �.
-:�': . ` ��� �.� - � �. . - �'=�; = �
. � +:�� + 4 -
Implement a stabilized construction ��'�""� `��''' �-�'-�"�'-'�='�= �
entrance or vehicle tracking control where
Photograph VTC-1. A vehicle tracking coutrol pad constructed with
fTeqUent 11eaVy Ve111C1e tl'affiC 2X1t5 th2 �roperly sized rock reduces off-site sedimeut Yracking.
constniction site onto a paved roadway. An
effective vehicle tracking control is
particularly important during the following conditions:
■ Wet weather periods when inud is easily tracked off site.
■ During dry weather periods where dust is a concern.
■ When poorly drained, clayey soils are present on site.
Although wheel washes are not required in designs of vehicle tracking controls, they may be needed at
particularly inuddy sites.
Design and Installation
Construct the vehicle tracking control on a level surface. Where feasible, grade the tracking control
towards the construction site to reduce off-site runoff. Place signage, as needed, to direct construction
vehicles to the designated exit through the vehicle tracking control. There are several different types of
stabilized construction entrances including:
VTG1. AggregaYe Vehicle Tracking Control. This is a coarse-aggregate surfaced pad underlain by a
geotextile. This is the most common vehicle tracking control, aild when properly n�aintained can be
effective at removing sediment from vehicle tires.
VTC-2. Vehicle Tracking Control with Construction Mat or Turf Reinforcement Mat. This type of
control inay be appropriate for site access at very small construction sites with low traffic volume over
vegetated areas. Although this application does not typically remove sediment from vehicles, it helps
protect existing vegetation and provides a stabilized entrance.
Vehicle Tracking Control
Functions
Erosion Control Moderate
Sediment Control Yes
Site/Material Management Yes
November 2010 Urban Drainage and Flood Control District VTG1
Urban Storm Drainage Criteria Manual Volume 3
SM-4 Vehicle Tracking Control (VTC)
VTC-3. Stabilized Construction Entrance/Exit with Wheel Wash. This is an aggregate pad, similar
to VTG1, but includes equipinent far tire washing. The wheel wash equipment may be as siinple as
hand-held power washing equipment to more advance proprietary systems. When a wheel wash is
provided, it is important to direct wasl� water to a sediment trap prior to discharge from the site.
Vehicle tracking controls are sometimes installed in combination with a sediment trap to treat runoff.
Maintenance and Removal
Inspect the area for degradation and
replace aggregate or material used for a
stabilized entrance/exit as needed. If the
area becomes clogged and ponds watei-,
remove and dispose of excess sediment
or replace inaterial with a fiesh layer of
aggregate as necessary.
With aggregate vehicle tracking controls,
ensure rock and debris from this area do
not enter the public right-of-way.
Remove sediment that is tracked onto the
public right of way daily or inore
fi•equently as needed. Excess sediment
in the roadway indicates that the
stabilized construction entrance needs
maintenance.
Ensure that drainage ditches at the
entrance/exit area remain clear.
� ' Fy °'' =.��rx+�'w�.�._, _� `�"�` �����1
y � -•� -��
� �.�, �,,,.� �,
t � a , �' ��._ - ,;, _r.,-�n,, `.�'_.�
� -�.� ,r� _,.,r, � .�.
�_:
A stabilized entrance should be reinoved only when there is no longer the potential for vehicle tracking to
occur. This is typically after the site has beeil stabilized.
When wheel wash equipment is used, be sure that the wash water is discharged to a sediment trap prior to
discharge. Also inspect channels conveying the water from the wash area to the sediment trap and
stabilize areas that may be eroding.
When a construction entrance/exit is removed, excess sediment from the aggregate should be removed
and disposed of appropriately. The entrance should be promptly stabilized with a permanent surface
following removal, typically by paving.
VTG2 Urban Drainage and Flood Control District Noveinber 2010
Urban Stonn Drainage Criteria Manual Voluine 3
Photograph VTC-2. A vehicle tracking control pad with wheel wash
facility. Photo courtesy of Tom Gore.
Vehicle Tracking Control (VTC) SM-4
�''t: ��t t' � t
������-tyfl
SIDEWALK OR OTHER
PAVED SURFACE
50 FOOT (MIN.
�TC
2o Foor
(WIDTH CAN BE
LESS IF CONST.
VEHICLES ARE
PHYSICALLY
CONFINED aN
BOTH SIOES)
`: J � Y Y`�'" Y Y': Y'"Y i` 'W "Y t .
•,.�.� -1 ,,,�� _• �,. -+ -i . 7c � � � -f .� �.. -( -� ] � { I , I
.�:�yc��h�:���� ��'µ�c 1 '�.r-i�µ i � �K � `i 1 ,
', �, ^ �� 7-a- �. '.�- �, �`.,�, �, �t �� F�. .-� .-{ .-{ � -i i � _�
`- -;' .ra .'�-( , -{..�1 � � ':=� � �-�i� --� -c r�i -.� Y
1 � y Z. . . -�- , - ' -�, Z.��.
r v ,�-� �--I � �-{ `-{ .''C . .'G-Y � �-1, -1 -c Y -1 ,r .
"'-i�;"-� � ,* . "� "�:"'-t�.,"-t;'-t: i <, , < ,, , 1 � 9" (MIN.)
P
PUBUC '
ROAowAY
�'f t1.%=1_i�_.�`�:�`{ wi_. 1'=�i t t,_�t....,
� �`{ f� y� � � //
J ( `
` UNLESS OTHERWISE SPECIFIED
LBY LOCAL JURISDICTIQN, USE
CDOT SECT. fj703, AASHTO �3
COARSE AGGREGATE OR 6"
MINUS ROCK
NON-WOVEN GEOTEXTILE FABRIC
BETWEEN SOIL AND ROCK
INSTALL ROCK FLUSH WITH
aR BELOW TOP OF PAVEMENT
UNLESS OTHERWISE SPECIFIED BY LOCAL
JURISOICTION, USE CDOT SECT. #703, AASHTO
#3 COARSE AGGREGATE � 9,. �MIN.)
OR 6" MINUS ROCK —
��i %>`�����i�;(\��������i T
�� NON-WOVEN GEOTEXTILE
FABRIC
VTC-1. AGGREGATE VEHICLE TRACKING CONTROL
November 2010 Urban Drainage and Flood Control District VTC-3
Urban Storm Drainage Criteria Manual Volume 3
COMPACTED SUBGRADE � SECTION A
SM-4 Vehicle Tracking Control (VTC)
�
�;-,-
PUBUC
ROADWi
NOTE: WASH WATER
MAY NQT CONTAIN
CHEMICALS OR SOAPS
WITHOUT OBTAINING
A SEPARATE PERMIT
6'7" MIN.
�x,rY;'-ei_A:_�-;.::T` . •.�.. -��. -.;_,.. .�,;.;
r " 'i�"''r"r=`p=`-,�=,.
%�-��':.10.-S�.i-ly.�_.• ... :'�� -4 � d ♦�<
REINFORCED CONCRETE RACK�� '�' �` ��` �` �r "� �� � ' '` "` '�`
(MAY SUBSTITUTE STEEL CATTLE DRAIN SPACE
GUARD FOR CONCRETE RACK)
SECTION A
VTC-2. AGGREGATE VEHICLE TRACKING CONTROL WITH
WAS H RAC K
VTC-4 Urban Drainage and Flood Control District Noveinber 2010
Urban Stonn Drainage Criteria Manual Voluine 3
TC
WW
' DITCH Ta CARRY
WASH WATER TO
Vehicle Tracking Control (VTC) SM-4
� a� A�fAX��
EXISTING
PAVED
ROADwAY
vTC/ vTC/
CM TR
DISTURBED AREA,
CONSTRUCTION SITE,
STABILIZED STORAGE AREA
OR STAGING AREA
CONSTRUCTION MATS, WOVEN OR TRM
I�II.I
a
�
0
a
0
�
0
w
�
a
c�
z
r
�
x
w
O�,�O
�
Q-P� ���'� `1P�
,LO�\� ���, ��,�i.
Sp� J�' J�'�O
�O h'� ��,'��� CONSTRUCTION MATS, WOVEN
Q p��`�' � OR TURF REINFORCEMENT
\ �'4�aJ�� � MAT (TRM)
�
18" MIN
SPIKES OR
STAKES
TRM END OVERLAP WITH
SPIKES OR STAKES
STRAP
CONNECTORS
CONSTRUCTION MAT END
RESTRICT CONST. VEHICLE OVERt�,P WTERLOCK wiTH
ACCESS Ta SIDES OF MAT � STRAP CONNECTORS
�
20' OR AS REQUIRED
TO ACCOMMODATE
ANTICIPATED
TRAFFIC {WIDTH
CAN BE LESS IF
CONST. VEHICLES
ARE PHYSICALLY
CaNFiNEO ON BOTH
SIDES)
VTC-3. VEHICLE TRACKING CONTROL W� CONSTRUCTION
MAT OR TURF REINFORCEMENT MAT (TRM�
November 2010 Urban Drainage and Flood Control District VTGS
Urban Storm Drainage Criteria Manual Volume 3
SM-4 Vehicle Tracking Control (VTC)
STABILIZED CONSTRUCTION EN7RANCE/EXIT INSTALLATION NOTES
1. SEE PLAN VIEW FOR
—LOCATION OF CONSTRUCTION ENTRANCE(S)/EXIT(S).
—NPE OF CONSTRUCTION ENTRANCE(S)/EXITS(S) (WITH/WITHOUT WHEEL WASH,
CONSTRUCTION MAT OR TRM).
2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE
USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH)
WHERE THERE WILL 8E LIMITED VEHICULAR ACCESS.
3. A STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS
WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT—OF—WAYS.
4. STABILIZED CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITIES.
5. A NON—WOVEN GEOTEXTILE FABRIC SHALL BE PLACED UNDER THE STABILIZED
CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK.
6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION, ROCK SHALL CONSIST OF DOT
SECT. #703, AASHTO fJ3 COARSE AGGREGATE aR 6" (MINUS) ROCK.
STA8ILIZEO CONSTRUCTION ENTRANCE/ExIT MAINTENANCE NOTES
1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION.
MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS
POSSIBLE (AND A�WAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE
ERaS10N, AND PERFORM NECESSARY MAINTENANCE.
2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN
EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE
DOCUMENTED THOROUGHLY.
3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON
DISCOVERY OF THE FAILURE.
4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED
ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH.
5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVEO THROUGHOUT THE DAY AND
AT THE END OF THE DAY BY SHOVELING OR SWEEPING. SEDIMENT MAY NOT BE WASHED
DOWN STORM SEWER DRAINS.
NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM U�FCD STANDARD DETAILS.
CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAI� SHOULD 8E USED WHEN
DIFFERENCES ARE NOTED.
(DET/ULS ADAPiEO FROM CITY OF BROOAIFIELO. COLORADO. NOT AVAILABLE IN AUTOCAD)
VTC-6 Urban Drainage and Flood Control District Noveinber 2010
Urban Stonn Drainage Criteria Manual Voluine 3
APPENDIX D
Reporting Chemical Spills in Colorado
REPORTING
ENVIRONMENTAL RELEASES
IN COLORADO
��F C�l�
w ,� �P
�Q' ���; 9p
����*
,
,�
��.
\S,A'E N'`�//
�1876�
Colorado Department
of Public Health
and Environment
Hazardous Materials and Waste Management Division
(303) 692-3300
January 2009
Pu�pose of this Guidance
This guidance is intended to p�ovide an ove�view of va�ious repo�ting
�equirements for a variety of releases to the envi�onment. Please check all of
the possible �equi�ements fo� Nepo�ting. This guidance does not cover all
potential �elease scenarios. This guidance is not intended to mod� o� replace
statutes o� regulations, which undergo pe�iodic �evisions. In the event of a
conflict between this guidance and statutes o� �egulations, the statutes and
�egulations gove�n.
Sorne Neporting �equirements a�e complex and ove�lapping, and this guidance
does not go into details of all situations. If a�elease situation is not desc�ibed
in this guidance, o� if cla�ification is desiYed, please obtain an official
inteNp�etation f�om the gove�ning agency enfo�cing the statute o� �egulation.
Table of Contents
ContactInformation ...................................................................................................................................... ii
Colorado Environmental Release Reporting ..................................................................................................1
A. Comprehensive Environmental Response, Coinpensation and Liability Act (CERCLA) ...................1
B. Emergency Planning and Community Right-to-Know Act (EPCRA) .................................................3
Reportable Quantities Under CERCLA and EPCRA ............................................................................4
Exceptionsand Exclusions .....................................................................................................................5
C. Resource Conservation and Recovery Act (RCRA) ............................................................................7
D. Radiation Control .................................................................................................................................9
E. Clean Water Act ...................................................................................................................................9
F. Safe Drinking Water Act ....................................................................................................................10
G. Clean Air Act .....................................................................................................................................10
H. Underground Storage Tanks (USTs) and Aboveground Storage Tanks (ASTs) ...............................11
I. Hazardous Materials Transportation ....................................................................................................12
J. Oil and Gas Exploration and Production .............................................................................................15
K. Polychlorinated Biphenyls .................................................................................................................16
Abbreviations & Definitions ........................................................................................................................17
Contact Information
Release Reporting Numbers
National Response Center (NRC)
24-hour reporting
Colorado Environmental Release and Incident Reporting Line
24-hour reporting
Radiation Incident Reporting Line
24-hour reporting
Colorado State Patrol
24-hour reporting
US EPA Region 8 Einergency Response Spill Report Line
24-hour reporting
Division of Oil and Public Safety (Dept. of Labor and Employment)
Fax
Oil and Gas Conservation Commission (Dept. of Natural Resources)
Division of Reclaination, Mining and Safety (Dept. of Natural Resources)
Colorado Public Utilities Coininission Gas Pipeline Safety Section
(Dept. of Regulatory Agencies)
Local Emergency Planning Committee (Dept. of Local Affairs)
Business hours only - to obtain a list of LEPC contacts
Colorado Department of Public Health and Environment
Mailing Address:
Colorado Department of Public Health and Environment
4300 Cherry Creek Drive South
Denver, CO 80246-1530
Office Hours:
Monday — Friday, except holidays 8:00 am — 5:00 pm
Environmental Divisions
Air Pollution Control Division
Website
Email
Consumer Protection Division
Website
Email
Hazardous Materials and Waste Management Division
Website
Email
Water Quality Control Division
Website
Email
1 (800) 424-8802
1 (877) 518-5608
(303) 877-9757
(303) 239-4501
1 (800) 227-8914
(303) 318-8547
(303) 318-8546
(303) 894-2100
(303) 866-3567
(303) 894-2851
(720) 852-6603
(303) 692-3100
http://www.cdphe.state.co.us/ap/
comments.apcd@state.co.us
(303) 692-3620
http://www.cdphe. state.co.us/cp/
comments.cpd@state.co.us
(303) 692-3300
http://www.cdphe.state.co.us/hm/
comments.hmwmd@state.co.us
(303) 692-3500
http://www.cdphe.state.co.us/wq/
comments.wqcd@state.co.us
Reporting Environmental Releases in Colorado
Colorado Environmental Release Reporting
January 2009
When a release of a hazardous inaterial or other substance occurs to the enviromnent, there are a
number of reporting and notification requirements that must be followed by the company or
individual responsible for the release. Environmental releases must be reported to the appropriate
authorities so that necessary response actions are taken in a timely fashion to ensure maximum
protection of huinan health and the enviromnent.
However, taking appropriate and tiinely response actions Additional reporting requirements
may be found in permits, licenses,
do not relieve you of your responsibility to report a release. registrations, contingency and
In addition, the responsible party is always liable for any pollution prevention plans, fire
damages that may result from a release, and is responsible codes, and local ordinances.
far appropriate clean up actions whether or not the release
is required to be reported.
There is no penalty for over-reporting, but there are for failing to report a release. If you are unsure
if a release needs to be reported, the Colorado Department of Public Health and Environment (the
Department) recon�mends that releases be reported immediately even if the quantity of the release
has not yet been determined. Your follow-up report will provide details that explain why the
release was or was not reportable.
"Release" includes any spilling, leaking, pumping, pouring, emitting, emptying, discharging,
injecting, escaping, leaching, dumping, or disposing into the environment, including abandonment
or discarding of barrels, containers, aild other closed receptacles containing any hazardous
substance, pollutant, or contaminant.
"Environment" is generally defined as any surface water, ground water, drinking water supply, land
surface, subsurface strata, or ainbient air. Releases into containment devices and those completely
contained within a building or other structure are not releases into the enviromnent as long as the
hazardous substance does not volatilize into the ambient air or
Most spills and releases are otherwise have the potential to enter the enviromnent (e.g.,
covered by more than one through the floor or cracks in the floor). Releases of a substance
reporting requirement, and all
requirements must be met. into a storm drain or sewer, or onto a parking lot or roadway, are
considered to be releases to the environinent.
Release reporting requirements are based on the type of inaterial released and/or the situation under
which the release occurred. Additional reporting requirements may be found in permits, licenses,
registrations, contingency and pollution prevention plans, iire codes, and local ordinances. Please
check all of the possible requirements for reporting. Most spills and releases are covered by more
than one reporting requirement, and ALL requireinents inust be met. Enforcement action may be
taken against those who fail to provide required notifications or reports.
A. Comprehensive Environmental Response, Compensation and Liability Act
(CERCLA)
The Comprehensive Environmental Response, Compensation and Liability Act, coinmonly known
as Superfund or CERCLA, provided broad Federal authority to respond directly to releases or
threatened releases of hazardous substances that may endanger public health or the enviromnent.
This Act also enabled revision of the National Contingency Plan, which provides the guidelines and
Reporting Environmental Releases in Colorado
January 2009
procedures needed to respond to releases and threatened releases of hazardous substances,
pollutants, ar contaminants.
Under CERCLA, the US EPA was directed to establish reporting quantities far all hazardous
substances. The term "hazardous substance" is defined in CERCLA Section 101(14). These are
defined by reference to substances that are listed or designated under other environmental statutes.
They include:
• all hazardous air pollutants (HAPs) listed under Section 112(b) of the Clean Air Act (CAA).
Radio-nuclides are hazardous substances because EPA designated them generically as
hazardous air pollutants under Section 112(b) of the Clean Air Act. Even though the source
of their listing is the Clean Air Act, releases of radionuclides to all media, not just to air, are
covered by CERCLA's reporting requirements.
. toxic pollutants that are subject to pretreatment standards under Section 307(a) of the Clean
Water Act (CWA) and toxic pollutants that present an imminent danger to public health
when discharged to waters of the United States as designated under Section 311(b)(2)(A) of
the Clean Water Act. All Clean Water Act hazardous substances are CERCLA hazardous
substances, but only some CERCLA hazardous substances are Clean Water Act hazardous
substances.
• wastes that are regulated as listed and/or characteristic Report releases at or above
hazardous wastes under the Resource Conservation and the reportable quantity (RQ)
Recovery Act (RCRA). This includes thousands of within 24 hours:
hazardous wastes that are not specifically listed but that • Hazardous air pollutants
exhibit one or more of the characteristics of ignitability, under Section 112(b) of
reactivity, corrosivity or toxicity. A material is Clean Air Act
considered to be a release of a CERCLA hazardous • Toxic pollutants under
Section 307(a) or under
substance if the material was a waste prior to release, or if Section 311(b)(2)(A) of
the substance is not cleaned up for reuse and thus must be Clean Water Act
disposed of as a RCRA hazardous waste after release. • RCRA hazardous wastes
• any element, compound, mixture solution or substance • Elements, compounds or
designated under Section 102 of CERCLA that may substances under Section
102 of CERCLA
present substantial danger to public health or welfare or
the environment.
• any imminently hazardous chemical substance or mixture that EPA has taken action against
under Section 7 of the Toxic Substances Control Act (TSCA). Any hazardous chemical
substance or mixture that EPA has taken action against under this Act would automatically
become a hazardous substance. To date, EPA hasn't designated any hazardous substances
under the Toxic Substances Control Act.
The person in charge of a facility or vessel must immediately report a release to the National
Response Center (NRC) as soon as they have knowledge of a release to the environment of a
CERCLA hazardous substance at or above the reportable quantity assigned to that substance within
a 24-hour period. If the release is a mixture or solution of hazardous substances, it must be reported
if the reportable quantity for any hazardous constituents is met or exceeded. If the responsible party
doesn't lcnow the quantity of one or more of the hazardous constituents contained in a mixture or
solution, they must report the release if the total amount of the mixture or solution released equals
or exceeds the reportable quantity for the hazardous constituent with the lowest reportable quantity.
Reporting is also required if a non-CERCLA substance is released into the environment and rapidly
degrades into a CERCLA hazardous substance in an amount that equals or exceeds the reportable
quantity for the newly formed CERCLA hazardous substance.
2
Reporting Environmental Releases in Colorado January 2009
These notification and reporting requirements are inchided in 40 CFR Part 302. A list of CERCLA
hazardous substances is included in Table 302.4 of these regulations.
B. Emergency Planning and Community Right-to-Know Act (EPCRA)
The Superfund Amendments and Reauthorization Act of 1986 reauthorized the Coinprehensive
Response, Compensation and Liability Act to continue cleanup activities around the country.
Several amendments, definitions, clarifications and technical requirements were added to the
legislation, including additional enforcement authorities. Title III of the Superfund Amendinents
also authorized the Emergency Planning and Community Right-to-Know Act (EPCRA), which
established the community's right to information about the chemicals that are stored, used at and/or
released from local facilities. It also established a frainework for developing emergency plans for
responding to releases and reporting requirements for facilities.
A list of EPCRA threshold Under this Act, owners or operators of facilities at which a
planning quantities (TPQ) is hazardous substance or extremely hazai•dous substance is produced,
included in 40 CFR Part used or stored must provide iininediate notification to the National
355 Appendices A& B. Response Centei� (NRC), the State Emergency Response
Commission (SERC) and the affected Local Emergency Planning
Committee (LEPC) when there is a release of a hazardous substance or extremely hazardous
substance with the potential to affect off-site persons that equals or exceeds its reportable quantity
within a 24-hour period. If the release is an EPCRA extremely hazardous substance, but not a
CERCLA hazardous substance, then only the SERC and LEPC need to be notified. Note — there
may be more than one SERC and/or LEPC potentially affected by a release. Don't wait until there
is a release to contact the SERC and LEPC(s) to ensure that the correct contacts will be made in the
event of a spill. For a list of LEPCs, contact the Colorado Department of Local Affairs.
The owner or operator of the facility must report a release as soon as they know about it. In
addition to immediate telephone notification, the responsible party must also send a follow-up
written report as soon as practicable after the release to both the State Emergency Response
Cominission (in this case, to the Colorado Department of Public Health and Environment) and the
Local Einergency Planning Committee. This report must describe the release, associated response
actions taken, and any known or anticipated health risks associated with the release.
Although EPCRA requires notification only for A table of CERCLA reportable quantities
releases that have the potential to affect persons beyond �RQI is included in 40 CFR Section 302.4.
the facility boundary, EPA and the Colorado
Department of Public Health and Environment strongly encourage facilities to report onsite releases
if there is ANY potential for the release to migrate offsite. The burden of proof is on the facility to
show that any release into the environment of a reportable quantity or more of a hazardous
substance or extremely hazardous substance has NO POTENTIAL for offsite migration (e.g., via
groundwater, the wind or getting tracked offsite by workers and vehicles).
The State Emergency Response Commission (SERC) in Colorado is called the Colorado
Emergency Plaiining Commission (CEPC). It consists of representatives of the Colorado
Department of Public Health and Environment — Hazardous Materials and Waste Management
Division, the Colorado Department of Local Affairs — Colorado Division of Emergency
Management and the Division of Local Government, the Colorado Department of Public Safety —
Reporting Environmental Releases in Colorado January 2009
Fue Safety Division, and the Colorado Siate Patrol. The Commission also includes representatives
of affected industries, local governments, public interest or community groups and the Local
Eiuergency Planning Committee (LEPC) community. The Colorado Department of Public Health
and Environment represents the Commission for reporting purposes.
Reportable Quantities Under CERCLA and EPCRA
All reportable quantities are listed in pounds (except radionuclides, which are in curies). Congress
established a one pound reportable quantity for all hazardous substances and extremely hazardous
substances until EPA could evaluate each substance and adjust the reportable quantity to a level
more appropriate for the substance. During this assessment, each hazardous substance was
evaluated for six primary criteria: aquatic toxicity, inammalian toxicity, ignitability, reactivity,
chronic toxicity, and potential carcinogenicity. Reportable quantities for CERCLA hazardous
substances are listed in 40 CFR Section 302.4.
EPCRA extremely hazardous substances that are also hazardous substances under CERCLA have
the same reportable qiiantity that is applicable under CERCLA. If not also listed as a CERCLA
hazardous substance, extreinely hazardous substances have a reportable quantity equal to the
EPCRA threshold planning qtiantity (TPQ) far that substance. The threshold planning quantity is
the quantity designated for each chemical in 40 CFR Part 355 Appendices A and B that triggers
notification by facilities to the State E�nergency Response Commission that those facilities are
subject to emergency planning requirements.
For convenience, reportable quantities for hazardous substances and extreinely hazardous
substances can also be found in flze EPA List of Lists (EPA 550-B-01-003). Bear in mind that
because this document is only updated periodically, it may not contain recently added substances.
All concurrent releases of the same substance froin a single facility must be combined to detennine
if a reportable quantity has been met or exceeded. Releases of different substances from a single
facility should not be combined for puiposes of determining if the releases need to be reported.
Rather, each substance should be evaluated separately to determine if one or more reportable
quantities have been inet or exceeded. For example, spilling a mixture containing half the
Mixtures
reportable quantiry of one hazardoiis substance and
half the reportable quantity of another hazardous
substance does not trigger the reporting
requirement. Releases from separate facilities
should be treated as separate releases and should
not be combined to detei-mine if a reportable
quantity has been met or exceeded.
Most hazardous substances and extremely hazardous substances are not used or stored in pure fonn,
but are mixtures or solutions. If a mixture of hazardous substances or extremely hazardous
substances is released and the concentration of all hazardous substances and extremely hazardous
substances in the mixture is known, then you must calculate the amount of each hazardoiis
substance and extremely hazardous substance that 11as been released. If there is more than one
hazardous substance or exh�einely hazardous substance in a mixture, you must check the reportable
quantity for each substance. The release must be reported if the reportable quantity for any
Reporting Environmental Releases in Colorado January 2009
hazardous substance or extremely hazardous substance has been met or exceeded. If the
concentrations of the hazardous substances or extremely hazardous substances in the mixture are
not known, then the release must be reported when the total amount of the mixture released equals
or exceeds the reportable quantity for the constituent with the lowest reportable quantity.
Radionuclides
Releases of radionuclides in a mixture are additive. These releases are subject to i-eporting:
• if each radionuclide in a released inixture or solution is known, then the ratio between the
quantity released and the reportable quantity for the radionuclide must be determined for
each radionuclide. If the sum of the ratios for the radionuclides in the mixture or solution
released is eqlial to or greater than one, it nlust be reported.
• if all of the radionuclides in the inixture are known but the quantiry released of one or inore
of the radionuclides is unknown, it must be reported if the total quantity released is equal to
or greater than the lowest reportable quantity of any one radionuclide in the mixture.
• if one or more radionuclides in the mixture is unknown, it must be reported if the total
quantity released is equal to or greater than either one curie or the lowest reportable quantity
of any of the known radionuclides in the mixture (whichever is lower).
Exceptions and Exclusions
Petroleum Products
Under the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA),
petroleuin products are excluded from the definition of hazardous substance. "Petroleum product"
inchides crude oil, any fraction of crude oil that is not specifically listed as a hazardous substance,
natural and synthetic gases, and mixtures of natural and synthetic gases. EPA interprets petroleum
as including those amounts of hazardous substances, like
benzene, that are indigenous to crude oil or its fractions or A release of a petroleum product
that are normally added during the refining process. containing a reportable quantity of
Hazardozas substances added to the petroleum or increased an EPCRA extremely hazardous
substance is reportable.
in concentYation solely as a result of contasnination during
use are not included in the petr�oleu�n exclusion.
Unlike the petroleum exclusion under CERCLA, extremely hazardous substances that are naturally
occurring in petroleuin products or that are normally added during refining are subject to reporting
under the Emergency Planning and Community Right-to-Know Act (EPCRA). Therefore, a release
of a petroleum product containing a reportable quantity of one or more extremely hazardous
substances is reportable to the Colorado Emergency Planning Comrriission (CERC) and the Local
Emergency Planning Committee (LEPC) if a reportable quantity is met or exceeded.
The responsible party is always
responsible for appropriate clean
up actions whether or not the
release is required to be reported.
Note: releases of oil and petroleum to water are also covered
under the Clean Water Act (Section E of this document).
Releases of petroleum from regulated starage tanlcs are covered
under the Colorado storage tank regulations (Section H of this
document).
Reporting Environmental Releases in Colorado
Metals
January 2009
Under normal handling and use, solid forms of most inetals present few health hazards. Metal iines
and inetal dust inay cause irritation of the eyes, skin, and respiratory systein, and fine particles of
certain inetals, including antiinony, arsenic, beryllium, cadmiuin, chroinium, copper, lead, nickel,
seleniuin, silver, thallium, or zinc, dispersed in the air can be an explosion and/or healtl� hazard.
EPA has determined that releases of these inetals with particles larger than 100 n�icrometers would
not nonnally require i•esponse action due to the unlilcely inhalation of such large particles.
However, notification of the release of a reportable quantity of antimony, arsenic, beryllium,
cadmiuin, chromium, copper, lead, nickel, selenium, silver, thallium, or zinc is required if the mean
diameter of the particles released is less than 100 micrometers (0.004 inches). An exception to this
is a release of a metal classified as a radionuclide, which does not qualify for this exemption even if
the particles meet the size criteria.
Naturally Occurring Radionuclides
Notification of the release of naturally occurring radionuclides from large land holdings, lilce parks
or golf courses, is not required. EPA broadened this exemption to include land containing ore
reserves even if the undisturbed ores contain elevated natural concentrations of radionuclides, and
to land disturbance activities including farming, construction, and disturbance incidental to
extraction activities at all nlines except uranium, phosphate, tin, zircon, hafniuin, vanadium,
monazite, and rare earth mines. Land disturbance incidental to extraction activities includes land
clearing, overburden removal and stockpiling, and excavating, handling, transporting and storing
ores and other raw materials. Land disturbance incidental to extraction also includes replacing
materials in mined-out areas as long as those materials have not been processed and don't contain
elevated radionuclide concentrations. Notification of the release of naturally occurring
radionuclides from sites where coal and coal ash (fly ash, bottom ash, boiler slag) are stored or
disposed is also not required.
Federally Permitted Releases
Releases that are regulated under one or more of the following progralns are exempt from CERCLA
and EPCRA reporting requirements:
• pennitted discharges under the National Pollutant Discharge Elimination System (NPDES);
• permitted dredge and fill discharges under Section 404 of the Clean Water Act;
• permitted and interim status hazardous waste units under the Resource Conservation and
Recovery Act;
• permitted discharges under the Marine Protection, Research and Sanchiaries Act;
• permitted injectioil of fluids under the Underground Injection Control (UIC) program in
accordance with the Safe Drinking Water Act;
• air einissions subject to permit ar control regulations under the Clean Air Act;
• perinitted or allowed injection of fluids to develop crude oil or natural gas supplies;
• discharges of contaminants to Publicly Owned Treatment Works (POTW) if in compliance
with pretreatment requirements under the Clean Water Act;
• releases of certain nuclear inaterials if in compliance with a license, permit, regulation or
order issued in accordance with the Atoinic Energy Act.
Registered Pesticides
The normal application of a pesticide product registered under the Federal Insecticide, Fungicide
and Rodenticide Act (FIFRA) is exempt from CERCLA and EPCRA reporting. This exemption
includes the handling and storage of the product by an agricultural producer, but does not include
Reporting Environmental Releases in Colorado January 2009
any spills of the pesticide. Pesticide spills are reportable if the ainount spilled ineets or exceeds the
reportable quantity.
Continuous Releases
A continuous release is a release that occurs without interruption or abatement or that is routine,
anticipated, intennittent, and incidental to normal operations or treatment processes. When a
release of this type occurs, officials do not have to be notified each tilne. Instead, the facility can
report it as a continuous release to the National Response Center, the Colorado Emergency Planning
Commission and the Local Emergency Planning Committee(s) by telephone. This should be
followed by a written report submitted to EPA Region 8, the Colorado Department of Public Health
and Environment and the Local Emergency Planning Committee within 30 days of the initial
telephone call. The written report should provide infarmation about the source, composition, and
nonnal range of the release. Periodic follow-up reports may also be required. Any release that
exceeds the normal range (called a"statistically significant increase") inust be reported iminediately
to the National Response Center, the Colorado Department of Public Health and Environment and
the Local Einergency Planning Committee as if they were new release events. The normal range is
determined by the amount of a hazardous substance released over any 24-hour period under nonnal
operating conditions during the preceding year. Only releases that are both continuous and stable in
quantity and rate can be included in the nonnal range.
Contuluous release of an extremely hazardous substance that is not a CERCLA hazardous substance
need only be reported to the Colorado Department of Public Health and Enviromnent and the Local
Emergency Planning Committee. A written report should also be sent to these two agencies within
30 days and any statistically significant increases in the release should be reported to both agencies.
Periodic follow-up reports may also be required.
C. Resource Conservation and Recovery Act (RCRA)
All Resource Conservation and Recoveiy Act (RCRA) listed and characteristic hazardous wastes
are designated as hazardous substances under the Comprehensive Environmental Response,
Compensation and Liability Act (CERCLA). For more information on listed and characteristic
hazardous wastes, please review the Hazardous Waste Identification Guidance Document from the
Hazardous Materials and Waste Management Division (http://www.cdphe.state.co.us/hm/hwid.pfd).
The reportable quantity for F- and K-listed hazardous wastes is based on the hazardous waste code.
If the coinposition and concentrations of all included constituents is not known, the reportable
quantity would be as listed for the waste code in 40 CFR Section 302.4. If the waste is analyzed
and the concentrations of ALL of its hazardous constituents are identified, then reportable quantities
of the specific constituents can be used to detennine when reporting is required. For example, if a
release of an F005 listed hazardous waste occurred and the concentrations of the constituents
making up the waste were unknown, the reportable quantity would be 100 pounds. If it were lcnown
that the F005 waste was comprised of 50% toluene (reportable quantity 1000 pounds) and 50%
methyl ethyl ketone (reportable quantity 5000 pounds), then the release would be reported when
2000 pounds of the mixture were released. [Since the reportable quantity for toluene is less than
that for inethyl ethyl lcetone, the amoiint of toluene released will determine when the release must
be reported. Since the mixture is 50% toluene, it would take 2000 pounds of the miXture to meet
the reportable quantity of 1000 pounds for toluene.]
7
Reporting Environmental Releases in Colorado January 2009
P- and U-listed hazardous wastes are reported based on the reportable quantity for the hazardous
substance that the waste is listed for. For example, the reportable quantiry for hazardous waste code
U122 (formaldehyde) is 100 pounds. For the purposes of release reporting, it doesn't inatter if the
formaldehyde is used or unused or is the "sole active ingredient" in order to be reportable. (Related
note: Colorado's hazardous waste regulations (6 CCR 1007-3) do not include the foomote regarding
sole active ingredients. In Colorado, chemicals may have more than one active ingredient and still
meet the listing description.)
Unlisted hazardous wastes exhibiting the characteristics of
All RCRA listed and characteristic ignitability, corrosivity and/or reactivity have a reportable
hazardous wastes are designated
as hazardous substances under quantity of 100 pounds unless the concentrations of all the
CERCLA. constituents in the waste are known. If the waste is analyzed
and the concentrations of ALL its hazardous constituents are
identified, the reportable quantities of the specific constituents should be used to determine when
reporting is required. For example, a corrosive-only waste of unknown coinposition has a
reportable quantity of I 00 pounds. If the waste is analyzed to determine that it was a 50% solution
of hydrochloric acid in water, then the reportable quantity of the solution would be 10,000 pounds.
[The reportable quantity for hydrochloric acid is 5000 pounds. Therefare it would take 10,000
pounds of the 50% solution to meet the reportable quantity for hydrochloric acid.]
Unlisted hazardous wastes that exhibit toxicity have reportable quantities specific to the constituent
on which the characteristic of toxicity is based. The reportable quantity applies to the waste itself,
not just to the toxic contaminant. If an unlisted hazardous waste e�ibits toxicity on the basis of
more than one contaminant, the reportable quantity for the waste is the lowest of the reportable
quaniities for those containinants. For example, if a waste exhibits toxicity characteristics for the
heavy metals lead (D008) and selenium (DO10), with reportable quantities of 10 and 100 pounds
respectively, the reportable quantity would be 10 pounds of the waste, or the lower of the two
reportable quantities. If a waste exhibits a toxicity characteristic and one or inore other hazardoiis
waste characteristics, the reportable quantity for that waste is the lowest of the applicable reportable
quantities.
These notification and reporting requirements are included in 40 CFR Part 302.
Permitted and Interim Status Treatment, Storage and Disposal Facilities and Large
Quantity Generators of Hazardous Waste
Large quantity generators of hazardous waste and hazardous waste treatment, storage and disposal
facilities (TSDF) are required to have and iinplement a contingency plan that describes the actions
facility personnel must take in response to fires, explosions, or any unplanned sudden or non-
sudden release of hazardous waste or hazardous waste constituents to air, soil, surface water or
groundwater at the facility. Whenever there is an iinminent or actual emergency situation,
appropriate State and local agencies with designated response roles as described in the contingency
plan must be notified immediately. Appropriate local authorities and the National Response Center
or government official designated as the regional on-scene coordinator must be notified
immediately if the facility's emergency coordinator determines that the facility has had a release,
fire, or explosion that could threaten human health or the environment outside the facility. A
treatment, storage, and disposal facility's pennit generally requires reporting to the Colorado
Department of Public Health and Environment — Hazardous Materials and Waste Management
Division of any release, fire or explosion, even if the amount of the release is less than an otherwise
reportable quantity.
�•'�
Reporting Environmental Releases in Colorado January 2009
The Departinent and local authorities must be notified when the facility is back in compliance and
ready to resume operations. In addition, the facility must send a written report to both the EPA
Regional Adininistrator and the Colorado Department of Public Health and Environment within 15
days of any incident that requires implementation of the facility contingency plan.
In the case of a release of hazardous waste stored in tanks, the facility must notify the Hazardous
Materials and Waste Management Division within 24 hours of a release to the environment of more
than one pound. A leak or spill of hazardous waste that is less than or equal to one pound from a
tank or tanlc systein does not need to be reported if the release is iminediately contained and cleaned
up. Within 30 days of the release, a written report must be submitted to the Division.
These notification and reporting requirements are included in 6 CCR 1007-3 Sections 264.56 and
265.56 and Sections 264.196(d) and 265.196(d).
D. Radiation Control
The state of Colorado has specific reporting requirements for stolen, lost or missing licensed ar
registered sources of radiation. Each licensee or registrant must report to the Colorado Department
of Public Health and Environment by telephone in the event of lost, stolen or missing licensed or
registered radioactive materials, a lost, stolen, or inissing radiation machine, releases of radioactive
materials, contamination events, and fires or explosions involving radioactive materials. Incidents
should be reported to the Radiation Incident Reporting Line. Based on the severity of the event,
notification may be required immediately, within 24 hours or within 30 days. A follow-�ip written
report must also be submitted to the Department within 30
days of initial notification. The licensee must also report any Releases of radionuclides are
additional substantive information regarding a loss or theft reportable under CERCLA.
incident within 30 days after learning of such information.
These release and notification requireinents are contained in 6 CCR 1007-1 Sections 4.51 - 4.53.
E. Clean Water Act
The Clean Water Act (CWA) requires the person in charge of a faciliry or vessel to make an
iminediate i-eport to the National Response Center of discharges of hannful quantities of oil to
navigable waters as soon as they have knowledge of the release. In this case, oil means oil of any
kind or in any form including, but not limited to, petroleum, fuel oil, sludge, oil refuse, and oil
mixed with wastes other than dredged spoil. Discharges of oil that violate applicable water quality
standards and those that cause a film, sheen or discoloration of the surface of the water or adjoining
shorelines, or cause a sludge or emulsion to be deposited beneath the surface of the water or on
adjoining shorelines must be reported. In effect, this means that any discharge of oil to waters of
the United States must be reported to the National Response Center. These release and notification
requirements are contained in 40 CFR Part 110.
The Clean Water Act (CWA) also requires the person in charge of a facility or vessel to i-eport to
the National Response Center the discharge of a designated hazardous substance froin the vessel or
facility to waters of the United States in quantities that equal or exceed the reportable quantity as
soon as they have knowledge of the release. Under the Act, the US EPA was directed to establish
reporting quantities for all hazardous substances listed in Table 116.4 A and B(40 CFR Part 116),
which were designated as hazardous substances in accordance with Section 311(b)(2)(A) of the
Reporting Environmental Releases in Colorado January 2009
Clean Water Act. This designation includes any isomers and hydrates as well as any solutions and
mixttires containing these substances. Each of these substances is included in the CERCLA list of
hazardous substances (40 CFR Part 302 Table 302.4) and is assigned the reportable quantity listed
in Table 302.4 for that substance. These release and notification requirements are contained in 40
CFR Parts 116 and 117.
Under the Clean Water Act, anyone that has a National Pollutant Discharge Eliinination System
(NPDES) permit must repart to t11e National Response Center withiil 24 hours of becoming aware
of any Linanticipated bypasses or u�psets that cause an exceedance of the effluent limits in their
permit and any violation of their maximum daily discharge limits for any pollutant listed in the
pei-mit. A written report inust be provided within five days. Other instances of noncompliance
must be reported when monitoring reports are submitted.
The Clean Water Act also requires all industrial users of Publicly Owned Treatment Works
(POTWs) to notify their treatment plant immediately if they have a discharge that could cause
problems at the treatment plant.
These notification and reporting requirements are included in 40 CFR Parts 122 and 403.
State Requirements
A spill of any chemical, oil, petroleum product, sewage, etc., which may enter waters of the state of
Colorado (which include surface water, ground water, and dry gullies and storm sewers leading to
surface water) miist be reported iinmediately to the Colorado Department of Public Health and
Environment. Any accidental discharge to the sanitary sewer system must be reported immediately
to the local sewer authority and the affected wastewater treatinent plant. If a release occurs at a
mining operation, the Division of Reclamation, Mining and Safety should also be notified.
For more information regarding State reporting requirements undei 25-8-601(2) CRS, please refer
to the "Guidance for Reporting Spills under the Colorado Water Quality Control Act and Colorado
Discharge Pennits" adopted by the Watei• Quality Control Division. This policy is available at
http://www.cdphe. state.co.us/op/wqcc/Resources/Guidance/spillguidance.pdf.
F. Safe Drinl�ing Water Act
The owner or operator of a public water system (coinmunity water sysiems, non-transient non-
community water systems, and transient non-community water systems) must immediately report
any credible threat to the water supply system to the Colorado Environinental Release and Incident
Reporting Line and to the local emergency manager. The local emergency manager may be the
county sheriff or a member of the fire department. A list of local emergency managers is available
from the Colorado Department of Local Affairs.
G. Clean Air Act
Hazardous air pollutants (HAPs) listed in Section 112(b) of the Clean Air Act (CAA) are designated
as hazardous substances under the Comprehensive Enviromnental Response, Compensation and
Liability Act (CERCLA). Hazardous air pollutants are known or suspected to cause cancer or other
serious health effects or adverse environmental effects. Health effects can include immunological,
neurological, reproductive, developmental, and respiratory problems. In soine cases, hazardous air
10
Reporting Environmental Releases in Colorado
January 2009
pollutants can be deposited onto soils or other surfaces, where they are taken in by plants and
animals and can accumulate in organic tissue or pass up the food chain due to the inability of
organisms to process the substance.
The release (or air emission) of a hazardous air pollutant that is allowed and less than any limit
specified in a facility's air permit is considered to be a federally permitted release. If the facility
releases more than is allowed under its air permit within a 24 hour period, the facility must report
the release if the quantity released exceeded the facility's permitted level by a reportable quantity or
more. For example, if a facility has an air pennit that allows the release of 30 pounds of a
hazardous substance and that substance has a reportable quantity of 100 pounds, the facility would
have to report all releases of 130 pounds or more of that substance. Releases of less than 130
pounds would not need to be reported under CERCLA or EPCRA because even fl7ough the facility
exceeded its permit limit, the amount released did not exceed the pennitted level by its reportable
quantity (in this case, 100 pounds) or more. If the air pernlit does not allow or does not specify the
release of a hazardous air pollutant, then releases in excess of the CERCLA / EPCRA reportable
quantity for that substance must be reported. Please be aware that other reporting requirements are
triggered, however, based on the facility's au permit. The Clean Air Act (CAA) requires that
permits for stationary air sources have language requiring prompt reporting of any emergencies,
upsets and deviations from what is allowed in the permit. Releases must be reported to the National
Response Center and to the Colorado Department of Public Health and Environment. Contact the
Air Pollution Control Division for details on additional air-related requirements that may also apply.
Hazardous air pollutants are included in the CERCLA list of hazardous substances in 40 CFR Part
302 and are assigned the reportable qua�Ztity listed in Table 302.4 for each substance.
State Requirements
In the case of excess emissions during an emergency or malfunction, the owner or operator must
notify the Colorado Department of Public Health and Environment as soon as possible, but no later
than noon of the next working day, and provide a written follow-up report to the Air Pollution
Control Division by the end of the facility's next reporting period.
These notification and reporting requirements are included in 5 CCR 1001-2 Section II.E and 5
CCR 1001-5, Regulation 3 Part C, Section VII.C.
H. Underground Storage Tanks (USTs) and Aboveground Storage Tanks
(ASTs)
Owners and operators of regulated storage tank systeins
The reportable quantity for petroleum inust report a release oi• suspected release of regulated
from a regulated storage tank system substances to the Division of Oil and Public Safety at the
is 25 gallons.
Colorado Department of Labor and Employment within 24
hours by telephone or facsimile. If outside normal working hours or on a weekend or holiday and
einergency assistance is needed, the release can be reported to the Colorado Enviroiunental Release
and Incident Reporting line at the Colorado Department of Public Health and Enviromnent. Any
suspected release or release of unknown quantity is a reportable quantity unless the owner/operator
can conclusively show the release is less than the reportable quantity for the released substance.
11
Reporting Environmental Releases in Colorado January 2009
Under this program, the reportable quantity for petroleum releases is 25 gallons or more from
regulated aboveground and underground storage tank systems, or any amount that causes a sheen on
nearby surface water. This is interpreted to include releases from fuel puinps and fuel delivery
trucks while comlected to the petroleum storage tank system. Releases of less than 25 gallons from
regulated petroleum storage tank systems, or a release of a hazardous substance that is less than the
CERCLA reportable quantity, do not need to be reported to the Division of Oil and Public Safety if
they are immediately contained and cleaned up. If cleanup cannot be accomplished within 24
hours, the Division of Oil and Public Safety must be notified immediately.
Spills ar releases of hazardous substances in excess of the CERCLA repartable quantity from
regulated underground storage tanks must also be reported to the National Response Center and the
local fire authority immediately. Any release, regardless of quantity, that has ar may impact waters
of the state (including surface water, groundwater, dry gullies leading to surface water or storm
sewers) must also be reported to the Colarado Environmental Release and Incident Reporting line
immediately.
These notification and reporting requirements are included in 7 CCR 1101-14 Article 4, 8-20.5-208
CRS and 25-8-601 CRS.
I. Hazardous Materials Transportation
Highway, Aircraft, Rail and Vessel
Federal hazardous inaterials transportation regulations cover the transpartation of hazardous
materials by highway, aircraft, rail, and vessel. Transportation includes activities related to
transportation like loading, unloading, and temporary storage. "Hazardous inaterial" includes
hazardous substances, hazardous wastes, marine pollutants, elevated temperature materials as
defined in 49 CFR Section 171.8, inaterials designated as hazardous in the Hazardous Materials
Table in 49 CFR Section 172.101 and materials that meet the criteria far hazardous classes and
division in 49 CFR Part 173.
The person in physical possession of the hazardous material during transportation inust notify the
National Response Center as soon as practical, but not more than 12 hours after an incident, if as a
direct result of a hazardous material:
• a person is killed or is injured and requires hospitalization,
• there is an evacuation of the general public that lasts more than an hour,
• a majar transportation artery or facility is shut down for an hour or more,
• ihe operational flight pattern or routine of an aircraft is altered,
• there is fire, brealcage, spillage, or suspected contamination involving a radioactive material,
• there is fue, breakage, spillage, or suspected contamination involving an infectious
substance other than a regulated medical waste,
• there is a release of a marine pollutant in a quantity exceeding 119 gallons for liquids or 882
pounds for solids,
• or any situation that, in the judgment of the person in possession of the hazardous inaterial,
should be reported even though it doesn't meet the above criteria.
Notice of incidents involving an infectious siibstance may be given to the Director of the Centers
for Disease Control and Prevention (1-800-232-0124) instead of notifying the National Response
Center.
12
Reporting Environmental Releases in Colorado January 2009
The person in possession of the hazardous material at the tiine of the incident must submit a written
report within 30 days of the incident to the US Department of Transportation. In addition, a written
report must be subinitted if there is an unintentional release of a hazardous material or the discharge
of any quantity of hazar•dous waste even though verbal notification may not be required. If the
incident involves air transportation, a copy of the report must also be submitted to the Federal
Aviation Administration Security Field Office nearest the location of the incident.
These notification and reparting requirements are included in 49 CFR Sections 171.15 and 171.16.
State Requirements
The State also has specific requirements for reporting incidents involving hazardous materials or
nuclear inaterials as cargo during transportation. The driver of a motor vehicle involved in a spill of
hazardous material froin a fuel tank that provides fuel for the vehicle and/or equipment on that
vehicle inust immediately notify the nearest law enforcement agency. The driver of a vehicle
transporting nuclear or hazardous materials as cargo that is involved in a spill, or an incident which
may result in a potential spill, must iinmediately notify the nearest law enforceinent agency. As
soon as possible after the initial notification of the spill or incident to the nearest law enforcement
agency, the driver or a company representative must notify the Colorado State Patrol and the 24-
hour Colorado Enviromnental Release and Incident Reporting Line. In addition, the driver of a
motoi vehicle transporting nuclear materials as cargo inust immediately notify the Colorado State
Patrol if the vehicle is involved in a crash, whether or not there is damage to the vehicle.
If the incident involves the release of hazardous
waste, the transporter must notify the Colorado
Departinent of Public Health and Environment and
report the ultimate disposition of the waste to the
Department in addition to the notifications above. In
the event of a spill of hazardous waste at a transfer
Report releases along a highway to the
National Response Center, nearest local
law enforcement agency, Colorado State
Patrol, and Colorado Environmental
Release and Incident Reporting Line.
facility, the transporter must notify the Colorado Department of Public Health and Environment
within 24 hours of a spill exceeding 55 gallons or if there is a fire or explosion. A written report
must be sent to the Departinent within 15 days after the incident.
These notification and reporting requirements are included in 8 CCR 1507-25 Parts I and IV and 6
CCR 1007-3 Part 263.
Pipelines
In Colorado, the US Department of Transportation Office of Pipeline Safety inspects, regulates, and
enforces interstate gas pipeline safety requirements. They also inspect, regulate, and enforce both
intra- and interstate liquid pipeline safety requirements in this state. Through certification by the
Office of Pipeline Safety, the Gas Pipeline Safety Division of the Colorado Public Utilities
Commission regulates, inspects, and enforces intrastate gas pipeline safety requireinents. Pipeline
facilities include transmission, distribution, regulated gathering, inaster metered, liquefied natural
gas, and propane gas systems. Be aware that these regulations are primarily for pipeline safety. Be
sure to review other environmental release reporting requirements.
Hazardous Liquids and Carbon Dioxide
13
Reporting Environmental Releases in Colorado January 2009
Federal hazardous materials transportation regulations cover the transportation of hazardous liquids
and carbon dioxide by pipeline. In this case, hazardous liquid is limited to petroleum, petroleum
products, and anhydrous aminonia in a non-gaseous state. Petroleum includes crude oil,
condensate, natural gasoline, natural gas liquids, and liquefied petroleum gas. Petroleum product
includes flammable, toxic or corrosive products obtained from distilling and processing of crude oil,
unfinished oils, natural gas liquids, blend stocks, and other miscellaneous hydrocarbon compounds.
As early as practicable following discovery of a release of a hazardous liquid or carbon dioxide
from a pipeline system, the operator musi notify the National Response CenCer by telephone if:
• a person is killed or is injured and requires hospitalization,
• ihere is a fire or explosion not intentionally set by the operaror,
• there is estimated property danlage (including cost of cleanup and recovery, value of lost
product, and damage to property) exceeding $50,000,
• there is pollution of any stream, river, reservoir, or other body of water that violated
applicable water quality standards, caused a discoloration of the surface of the water or
adjoining shoreline, or deposited a sludge or emulsion beneath the surface of the water or
adjoining shoreline, or
• there is any situation that, in the judgment of the operator, should be reported even though it
doesn't meet the above criteria.
A written accident report inust be submitted to the US Department of Transportation Office of
Pipeline Safety as soon as practicable, but not later than 30 days after discovery of a release. A
supplemental report must be submitted within 30 days if the operator receives any updates or
additions to the iizformation originally reported.
These notification and reporting requireinents are included in 49 CFR Part 195.
Natural Gas and Liquefied Natural Gas
Federal hazardous materials transportation regulations also cover the transportation of natural gas
by pipeline and activities occurring at a liquefied natural gas (LNG) facility where natural and
synthetic gas are liquefied, transferred ar stored.
As early as practicable following discovery of a release of gas from a pipeline or of liquefied natural
gas or gas from a liquefied natural gas facility, but generally not to exceed two hours after
discovery, the operator must notify the National Response Center and the Colorado Public Utilities
Cominission Gas Pipeline Safety Section by telephone if:
• a person is killed or is injured and requires hospitalization,
• there is estimated property damage (including value of lost product and damage to property)
of $50,000 or inore,
there is an event thai results in an emergency shutdown of a liquefied natural gas facility, or
there is any situation that, in the judgment of the operator, should be reported even though it
doesn't meet the above criteria.
As early as practicable, but not later than 30 days after discovery and verbal report of a release, the
operator must submit a written report to the US Department of Transportation Office of Pipeline
Safety. A supplemental report must be submitted within 30 days if the operator receives relevant
updates or additions to the information originally reported.
14
Reporting Environmental Releases in Colorado
January 2009
These notification and reporting requirements are included in 49 CFR Part 191 and 4 CCR 723-4
Sections 4900 - 4914.
State Requirements
If there is a lealc on a gas pipeline, a liquefied natural gas system, a master meter system, or a
propane system that results in the evacuation of 50 or more people from a normally occupied
building or results in the closure of a roadway, the operator miist contact the Colorado Public
Utilities Cormnission Gas Pipeline Safety Section by telephone within two hours of discovery.
This notification requirement is contained in 4 CCR 723-4 Section 49ll.
J. Oil and Gas Exploration and Production
Federal oil and gas lease surface operations are managed by the US Department of the Interior
Bureau of Land Management (BLM) in cooperation with the appropriate Federal surface
management agency ar non-Federal surface owner. On National Forest System lands, the Forest
Service has approval authority for the surface use portion of Federal oil and gas operations and for
appeals related to Foi-est Service decisions and approvals. The BLM considers the Bureau of Indian
Affairs to be the surface management agency for all Indian lands unless a Tribe has contracted the
Bureau of Indian Affairs realty function for its lands.
"... All spills or leakages of oil, gas, salt water, toxic liquids or waste materials, blowouts, fires,
personal injuries, and fatalities shall be reported by the operator to the BLM and the surface
management agency in accordance with the requirements of Notice to Lessees NTL-3A; Repoi�ting
of Undesirable Events, and in accordance with any applicable local requirements.
The BLM requires immediate reporting of all Class I major events, such as spills of more than 100
barrels of fluid/500 MCF of gas released; fires that consume 100 bbl or more oil or 500 MCF gas;
life threatening or fatal injury/loss of well conhol; release of reportable quantities of hazardous
substances; spill, venting, or fire in sensitive areas, such as parks, recreation sites, wildlife refuges,
lakes, reservoirs, streams, and urban or suburban areas" ... "Volumes discharged during any of the
above incidents will be estimated as necessary. Operators must take immediate action to prevent
and control spills and the BLM, the surface managei�ent agency, and other applicable regtiilatory
authorities must be consulted prior to treating ar disposing of wastes and spills. Operators should
becoine familiar with local surface manageinent agency requirelnents for reporting and inanaging
spills and leaks. ..." (BLM "The Gold Book," Fourth Edition, Revised 2007)
State Requirements
Spills and releases of Exploration and Production (E&P) waste and produced fluids should be
controlled and contained irmnediately upon discovery. Iinpacts resulting froin spills and releases
should be investigated and cleaned up as soon as practicable.
The rules and regulations for oil and
gas exploration and production have
recently been revised. Most of these
changes become effective May 1,
2009 on federal land and April 1, 2009
on all other land.
If there is a spill or release of mare than 20 barrels of
E&P waste, it must be verbally reported to the Colorado
Oil and Gas Conservation Commission (COGCC) as soon
as practicable, but not more than 24 hours after discoveiy.
If there is a spill or release of any size that impacts or
15
Reporting Environmental Releases in Colorado January 2009
could impact waters of the state, a residence or an occupied structure, livestock or a public byway, it
must be verbally reported to the Colorado Oil and Gas Conservation Commission as soon as
practicable, but not more than 24 hours after discovery. Spills or releases of any size that impact or
threaten to iinpact any surface water supply area inust be reported to the Colorado Oil and Gas
Conservation Commission and to the Colorado Environmental Release and Incident Reporting Line.
If the release impacts or threatens to impact a surface water intake, it must be verbally reported to
the emergency contact for that facility immediately after discovery. The operator must notify the
affected surface ow�zer or their appointed tenant of all reportable spills as soon as practicable, but
not more than 24 hours after discovery.
Chemical spills and releases inust be reported in accordance with all applicable state and federal
laws, including the Emergency Planning and community Right-to-Know Act (EPCRA), the
Comprehensive Enviromnental Response, Compensation, and Liability Act (CERCLA), the Oil
Pollution Act, and the Clean Water Act.
Releases of more than 5 barrels of E&P waste, and all other reportable releases, must also be
reported on COGCC Form 19 and submitted to the Colorado Oil and Gas Conservation
Commission within 10 days after discovery of the release.
These notification requirements are contained in the Colarado Oil and Gas Conservation
Coinmission 900-Series Rules.
K. Polychlorinated Biphenyls
Polychlorinated biphenyls (PCBs) are managed under the Toxic Substances Control Act.
Substances with concentrations greater than or equal to 50 parts per million PCBs are regulated
under 40 CFR Part 761, which is implemented by the US Environmental Protection Agency. If a
spill of the substance directly contaminates surface water, sewers, drinking water supplies, grazing
lands, or vegetable gardens and/or the spill exceeds 10 pounds of PCBs by weight, the responsible
party must notify the EPA within 24 hours. In Colorado, contact the Region 8 Emergency Response
Spill Report Line. If the spill involves 10 pounds or less of PCBs and does not involve any of these
resources, the spill must still be cleaned up, but notification to EPA isn't required. Unless
commingled with a hazardous waste, releases of suUstances containing less than 50 parts per million
PCBs are regulated under Colorado's solid waste regulations 6 CCR 1007-2. The solid waste
regulations do not have specific release reporting requirements at this time.
The Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) has set
the reportable quantity for PCBs at one (1) pound. Any release of oil or other substance containing
greater than or equal to one pound of PCBs must be reported to the National Response Center as
soon as the release is discovered. In addition, if the release iinpacts waters of the state of Colorado,
the release nzust be reported as per the Water Quality Control Division's reporting policy (see
"Guidance for Reporting Spills under the Colorado Water Quality Control Act and Colorado
Discharge Pennits", http://www.cdphe.state.co.us/op/wqcc/Resources/Guidance/spillguidance.pd�.
16
Reporting Environmental Releases in Colorado
Abbreviations & Definitions
January 2009
CAA — Clean Air Act
CCR — Code of Colorado Regulations
CDPHE — Colorado Department of Public Health and Environment
CEPC — Colorado Einergency Planning Coinmission
CERCLA — Comprehensive Environmental Response, Compensation and Liability Act
CFR — Code of Federal Regulations
CRS — Colorado Revised Statues
CWA — Clean Water Act
EPA — United States Environmental Protection Agency
EPCRA — Emergency Planning and Community Right-to-Know Act
LEPC — Local Einergency Planning Committee
NRC — National Response Center
RCRA — Resource Conservation and Recovery Act
SERC — State Einergency Response Commission
SDWA — Safe Drinlcing Water Act
EPA's List of Lists is a compendium of the lists of chemicals subject to reporting requirements
under the Emergency Planning and Community Right-to-Know Act (EPCRA), the Comprehensive
Environmental Response, Compensation and Liability Act (CERCLA) and chemicals listed under
section ll 2(r) of the Clean Air Act (CAA). Lists are also provided of Resource Conservation and
Recovery Act (RCRA) hazardous wastes and radionuclides reportable under the Comprehensive
Environmental Response, Compensation and Liability Act. These lists should be used as reference
tools, not as a definitive source of compliance infonnation. Reporting requirements for the
Emergency Planning and Community Right-to-Know Act and the Comprehensive Enviromnental
Response, Compensation and Liability Act are published in the Code of Federal Regulations (CFR),
40 CFR Parts 302 and 355 respectively. Compliance information for the Clean Air Act section
112(r) is published in 40 CFR Part 68. The List of Lists is available on the Internet at
http://yosemite.epa.gov/oswer/lol.nsf/homepage.
Exploration and production (E&P) wastes are associated with operations to locate or remove oil
or gas from the ground or to remove the impurities from oil or gas.
Extremely Hazardous Substances (EHS) are chemicals that present the most serious hazards
during release (in tenns of toxicity, reactivity, volatility, combustibility, and flamulability) and are
regulated under the Emergency Planning and Community Right-To-Know Act (EPCRA). The
extremely hazardous substances list consists of approximately 360 substances and is included in
EPA's List of Lists.
Facility means any building, equip�nent, structure, installation, containment structure, pipe, other
stationary feature, motor vehicle, rolling stock, or aircraft. Facility also includes any site where a
hazardous substance is or has been located.
Hazardous Materials are chemicals posing a hazard to human health or the environment when
transported (49 USC 5103). They include hazardous substances, hazardous wastes, marine
pollutants, elevated temperature materials, all materials in the Hazardous Materials Table (49 CFR
172.101), and materials meeting the criteria for hazard classes in part 173 of subchapter C of 49
CFR 172.101.
17
Reporting Environmental Releases in Colorado January 2009
Hazardous Substances are chemicals posing a hazard to human health or the environment and are
regulated under the Comprehensive Enviromnental Response, Compensation and Liability Act
(CERCLA). The hazardous substance list is included in EPA's List of Lists.
Reportable Quantity (RQ) is a term that applies to the amount of hazardous substances or
extremely hazardous substances released within a 24-hour period. Note that the 24-hour period is
the tzme frame for measu�ing the quantity released, not the time fNarne for reporting a f-elease.
Threshold Planning Quantity (TPQ) is a tenn that applies to the ainount of an extremely
hazardous substance that must be present onsite in concentrations greater than 1% by weight of a
compound or mixture at which the facility must ineet all emergency planning requirements. If not
also listed as a CERCLA hazardous substance, extremely hazardous substances have a reportable
quantity equal to the threshold planning quantity for that substance.
"Waters of the State of Colorado" are any and all surface waters and subsurface waters
(groundwater) that are contained in or flow in or through the state of Colorado. This includes lakes,
rivers, streams, creeks, wetlands, irrigation ditches, storm drains, livestock ponds, borrow ditches,
and dry gullies. This does not inchide waters in sewage systems, waters in treatment works of
disposal systeins, waters in potable water distribution systeins, or water withdrawn for use until use
and treatment have been completed.
18
APPENDIX E
EROSION AND SEDIMENT CONTROL INSPECTION FORM
STORMWATER MANAGEMENT FIELD INSPECTION REPORT
11 DATE OF PROJECT INSPECTION
(2) PROJECT CONTRACTOR
(3) NAME AND TITLE OF PERSON MAKING INSPECTION
(4) PROJECT NAME
(6) REASON(S) FOR INSPECTION
� REQUIRED 14 �,�LENDnR Cr1Y INSPECTION FOR SITE
�CTI`.'ITIES.
� REQUIRED RUNOFF E`:'ENT INSPECTION FOR ACTI`.'E
SITES.
� REQUIRED 30 DH1' C,;LENDhR DHY INSPECTION FOR
COPIPLETED PROJECTS.
� C0�IPLHINT:
� OTHER:
(5) PROJECT NUMBER
(7) CONSTRUCTION SITE ASSESSMENT
(a) IS THE SITE PERIP.IETER CONT':INED? (Y�'N) (dj .ARE .-,REAS USED FOR h,1i•,TERIl,L i-,ND WASTE STORnGE CONT�INED? (Y/N) I
(b) IS OFFSITE TR,;CKING P.11NIM�ZED? (YjN� (E) ESTIMi,TE OF DISTURBED :+REA AT TIP.1E OF INSPECTION. ACRES
(c) �RE DiSTURBED .iRES CONT�INED? (Y/N) (c) ARE ARE.1S THAT Hh�£ ACHIEVED FIN,;L GRHDE PERMANENTLY STH�ILIZEO
WITHIN 7 D�YS? (Y/N)
(8) SWMP MANAGEMENT
(a) .+NY CHANGES TO THE SWP.1P DURING CONSTRUCTION? (Y/N)
(b) AR� CH�,NGES NOTED ON THE PLANS? (Y/N)
BEST MANAGEMENT PRACTICES (BMP)
BP:1Ps (9) REQ'D USED RENSON FOR Bh1P CHANGES �1AINTENr,NCE
REQUIRED Y/N
EROSION CONTROL (10) (10) (11) (12)
SEEDING
P.IULCHING
EROSION CONTROL
QLANKETS
CHECK DF,�.1S
TURF REINF. MHTS
BERP.1/ DI\�ERSION
EP.1BANK1.IENT
PROTECTOR
OUTLET
PROTECTION
OTHEP.:
BMP ACTION C0�,IPLIANCE
ITEA1(S) DATE FOR
(13) CTION(S) (14)
TST, ING. CON9ULTING L•JGINEERC
BP.iPs (9) RE�'D USED REH50N FOR BP,4P CHANGES P.1,�WTENrNCE BP.�P ,4CTION COP.IPLIANCE
REQUIRED Y/N ITEP.1(S) D�,TE FOR
SEDIMENT CONTROL (10� �10) (11) (12) (13) CTION(S) (141
STORP:1 DRHIN
INLET PROTECTION
SILT FENCE
SEDIP.�ENT TRnP
SEDIP:9ENT B�SIN
CONSTRUCTION
ENTERrNCES
DEWATERING
STRUCTURE
OTHtR:
MATERIAI.S HANDLING, SPILL PREVENTION, WASTE MANGEMEN7 AND GENERAL POLLUTION PREVENTION
STOCKPILE
�.1hNAGEr.�ENT
�4ATERI�iLS
MANAGEPAENT
SPILL PERVENTION
AND CONTROL
CONCRETE WASTE
SOLID '.NASTE
S�NITARY HND
SPETIC Wi,STE
`. EHICLE AND
EQIP. P9�NGEP.IENT
STREET SWEEPING
aND Vi,CUUP.IING
WIND EROSION
CONTROL
OTHER:
(15) INSPECTION AND MAINTENANCE PROGRAM COMPLIANCE ASSESMENT
� REGULAR INSPECTIONS AT LEtiST E`.'ERY 14 CALENDER DAYS. COURSE OF ACTION:
� REGULHR INSPECTIONS PREFORP,IED HFTER RUNOFF EVENTS.
� REGULAR INSPECTIONS PREFORPAED AT LEHST E`.'ERY �0 DhYS �WCE
PROJECT COP.IPLETION
� INSPECTION REPORTS RET�INED AT THE PROJECT SITE.
� CORRECTI`!E h1EASURES COC9PLETED WITHIN 7 CHLENDHR DAYS OF
INSPECTION
CERTIFICATION: I CERTIFY THIS STORMWATER MANAGEMENT PLAN FIELD INSPECTION REPORT IS COMPLETE AND ACCURATE.
EROSION CONTROL SUPERVISOR DATE
GENERAL NOTES
Inspection Report/Records — The permittee shall keep a record of inspections. Inspection reports must
identify on� incident� of non—complionce with the terms and conditions of this permit. Inspection records must
be retoined for three �eors from e%:pirotion or inacti:ation o( permit co.eroge. At a minimum, the inspection
report must include:
i) The inspect'�on dote;
ii) Name(s) ond title(s) of personnel moking the inspectio�;
iii) Location(s) of discharges of sediment or other pollutonts from the site;
iv} Locotion(s) ot BMPs that need to be mo�ntained;
vl l.ocation(s) of BMPs that (ailed to operote as designed or pro•.ed inodequote for o particulor locotion;
vi) Locotion(s) where additional BMPc are needed that were not in ploce at the time of inspection;
vi�) De.iotions from the minimum inspection schedule a� provided in Part I.D.6.o obove;
vii) Description of corrective action for items iii, iv, i, and vi, obove, dates correcti�.e aciion(s) token, and
meosures taken to prevent future tiiolations, induding requisite changes to the SWMP, os necessar;•; and
:iii) After adequote correcti�e oction(s) hos been token, or where o report does not ldentif; ony incidents
requiring corrective oc[ion, the report shall contain o signed sta[ement Indicating the site is in complionce
with the permit to the best of the signer's knowledge and belief.
Required i+ctions Follo,ving Site Inspections —N'here site inspections note the need for BMP mointenance
activities, B�APs must be mointained in accordonce with the SWPAP ond Part I.D. � of the permit. Repoir,
replocement, or instollption of new BMPs determined necessary during site inspections to oddress ineffecti�.e or
inadequate BP;iPs musi be conducted in accordance with Port I.D.B of the permii. SW�,1P updotes required os a
result of deficiencies �n the SWMP noted during site inspections shall be mode in accordance with Port I.D.5.c of the
permit.
Stormwater P;lonogement Plon Fieid Inspection Report Instructions
i. Date of Project Inspection: Indicate the date of the inspection.
2. Project Controctor, Indicote the nome of the controctor performing the work being inspected.
3. Nome ond title of person moking inpsection: Indicate the nome of the inspector designoted b� the coniroctor.
4. Project Nome: Indicate the nome of the project for which the report is being completed.
5. Project Number: Indicate the project number of the project for which the report i; being completed.
6. Reason(sl for Inspection: Indicote the purpoce for the inspection. These inspections ore requ�red to compl� �vith the Colorodo
Dischorge Permit System (CDPS)Generol Stormwoter Discharge Permit for Construction Acti,ities. The t;pes of inspections include the
following:
r "F'equired 14 Calendar Da; Inspection for Acti:e Sites". These inspections ore requ�red at leost e ery 14 colendor da�s during the
IifA of the construction project. Suspended projects requ�re ihe 14 calendor do; inspection unless snow co �er exists for an
extended time o:er o project orea and melting conditions do noi exi;ts.
C "Required Runoff E:ent Inspection for Acti�e Sites". These inspections are required ofter an� precipitotion or snowmelt e•.ent thot
causes =urface runoff.
C "Required 30 Doy Inspection for Completed Projects'�. These inspections ore required at leosf ever, 30 calendor do;s following
the completion of the construction project.
C Specif: comploint i=sue(s) that resulted in the inspection.
' Specif,� onj other reason(s) that resulted in the inspection.
7. Construction Site Assessment: Inspect the ossessment oreos of the con�truction site and indicote with o"Y" the project oreos
whe�e BMP feotures ha.e been successfully implemented. For eo:h component of the ossessment, questions hove been de:eloped to
ossist in determining successful BMP implementation.
a. "Is the construction site perimeter contolned?" — Are the appropriote 81.1Ps in ploce and offsite sediment trocking minimized?
There is no evidence of pollutants ore entering o storm droinage s;stem?
b. ��is offsite trocking minimized?�� — Is a significont omount of dirt or mud being tracked onto pa�.ed surfoces?
c. "Are disturbed areos contoined?" — Are ihe oppropriote BMPs implemented to minimize erosion or sediment trocking from the
disturbed oreas? There is no e�idence of pollutants ore entering o storm droinoge system?
d. "Are oreas used for moteriol ond woste storoge ond fueling contoined?" — Are the appropriote B1.1Ps implemented to prevent ond
contoin spills? Are wastes removed from the site ond disposed of properly? Are the storoge oreos locoted ot least 50 feet from a
wotercourse? There is no e•ridence of pollutants are entering o storm droinoge s;stem?
e. Pro�:ide on estimote of the di�turbed oreo ot the time of the inspection.
f. Indicote whether or not oreas that hove achie:ed final grode have been permonenti; stobilized w.ithin 7 do;s.
8. SWMP P,lanogement: Indicote whether chonges hore been mode to the SWP.1P during construction.
9. Bt:1Ps: The B�APs shown moy not be o complefe Iist of whot is required by the SWMP or implemenied on site . Add to the form
ony additionol EMP; thot are required or in ploce. .+dditional sheets con be inserted to show oll the BMPs required b. the SW�,1P.
10. BMPs Required/Used: This column can be used os follow;:
C If the BMP i� required hv the SWMP and implemented, indicote br plocing o� in both the "Required" and "Used" columns.
C If the BMP is required by the SWP.1P, but not implemented, indicote b; placing a p in the ��Required�� column, Indicate the reason
For the chonge in column (11), "Reoson for B�AP Chonges��,
C If the BMP hos been odded to the SW�:1P, indicate with a� in the "Used " coiumn. Indicate the reoson for the chonge in
column (11 ), "Reoson for 8�.1P Change���.
11. Rea�on for BMP Chonges: Indicote the reoson(s) for the deletion, oddition, or modification of BMP(s) to the SWMP.
72. 1.4aintenance Required: Indicate whether BP.4P maintenance or sediment remo:al is required v,ith o Yes or No. If mointenonce and
sediment remo'•ol is required, indicote what ihe action plon is in column (13), "BMP Action Item(s)��.
13. B�.1P .+ction Items: if maintenonce ond/or sediment remo:ol is required, describe the oction plan.
14. Compliance Dote for Act�on(s): Indicote the date on which the course of acti�� sholl be completed. The course of oction must be
completed in o timel; manner, but in no case more than ' da,s aftAr ihe inspection.
15. Inspections and �Aointenance Progrom Complionce Assessment: E:aluate the inspection and mointenonce ospect of the
construction project ond check oll that opply with o�. Note the action items for ony deficiencies in the Progrom.
APPENDIX F
Inactivation and Reassignment Forms
f�" �� -
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COLORADO
Department of Public
Health & Environment
Dedicated to protecting and improving the health
and environment ofthepeopleof Colorado
� CDPHE
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FOR DIVIISION USE ONLY
Effective date
COLORADO WATER QUALITY CONTROL DIVISION CDPS PERMIT TERMINATION APPLICATION
Print or type all information. Mail original form with ink signature to the following address. Emailed and Faxed forms
will not be accepted. All items must be filled out completely and correctly. If the form is not complete, you will be
asked to resubmit it.
Colorado Dept of Public Health and Environment
Water Quality Control Division WQCD-P-B2
4300 Cherry Creek Drive South
Denver CO 80246-1530
PART A. IDENTIFICATION OF PERMIT OR AUTHORIZATION - Please limit submission to one permit, certification,
or authorization per form. All permit termination dates are effective on the date approved by the division.
Processing times vary by type of discharge. Some discharge types require onsite inspections to verify
information in this application.
PERMIT, CERTIFICATION, OR AUTHORIZATION NUMBER (DOES NOT END IN 0000)
PART B. PERMITTEE INFORMATION
Company Name
Legal Contact First Name Last Name
Title
Mailing Add
City
Phone
PART C. FACILITY OR PROJECT INFORMATION
Facility/Project n
Location/Address
ta
�
City County
Local contact name Ti
Phon
Email add
PART D. TERMINATION INFORMATION QUESTIONS Provide information for Part D that applies to your facility and
termination request. Not all questions need to be answered- only the part that applies to your facility.
Part D1 covers facilities no longer in operation. (non-mining)
Part D2 covers mining facilities no longer in operation
Part D3 covers facilities in operation but no longer discharging or needing permit coverage.
Part D4 covers Stormwater Construction facilities where construction is complete and the site is stabilized.
**Please answer questions as completely as possible to assist in timely approval of this termination request.�*
❑ D1. FAGLITY IS NO LONGER IN OPERATION AT THIS LOCATION (non-mining)
All activities and discharges at the identified site have ceased; all potential pollutant sources have been
removed; all industrial wastes have been disposed of properly; all DMR's, Annual Reports, and other reports
have been submitted; and all elements of a Stormwater Management Plan have been completed (if this
applies).
**FOR LAGOONS: please reference "information re�ardin� Domestic
Treatment Works Closure at Wastewater Treatment Facilities"
Pa�e 1 of 3 March 2019
COLORADO WATER QUALITY CONTROL DIVISION TERMINATION APPLICATION www.coloradowaterpermits.com
D2. MINING FACILITY IS NO LONGER IN OPERATION AT THIS LOCATION.
Sand and Gravel, Coal or Hard Rock Mining
� A. Mining operation is no longer discharging process/treated water. Bond has not been released by DRMS.
A stormwater only permit is requested at this time. Attach application for Stormwater Only permit.
B. Reclamation of mining site is completed. Bond has been r�ed by DRMS.
� YES Attach a copy of the Bond release letter. NO Explain below:
� C. Reclamation of mining site is complete. Any remaining mine drainage meets WQP-1 criteria (Permit
�trvation Policy Where a Discharge Remains) for termination (e.g. Adit, seeps, or spoils springs)?
YES, Please explain, attach additional pages as necessary.
D3. FACILITY IS STILL IN OPERATION BUT IS NO LONGER DISCHARGING OR NO LONGER NEEDS A PERMIT
�A. Facility continues to operate, however the activity producing the discharge has ceased (including
changes in SIC Code resulting in change in duty to apply).
❑ B. Termination is based on alternate disposal of discharges (discharge is being disposed of in another way)
or alternate coverage requirements:
a. Solid waste disposal unit (e.g. evaporative ponds)
b. No Exposure Exclusion (for industrial stormwater facilities only.) NOX Number
c. Combined with another authorized discharge. Permit Number
d. Facility is replacing a permitted discharge with 100% reclaimed water under Regulation 84 -
Reclaimed Water Control Regulation. *Please attach a completed "Termination Application
Supplemental Information Form for Transitioning a Permitted Discharge to 100% Reclaimed
Water."
e. Permit is not required (e.g., covered by low risk policy, requested permit inactivation where
discharge remains) - please explain, attach additional pages if necessary
� C. PERMITTEE IS NO LONGER THE OWNER/OPERATOR OF THE SITE and all efforts have been made to
transfer the permit to appropriate parties. Please attach copies of registered mail receipts, letters,
etc.
D4. STORMWATER CONSTRUCTION FACILITIES WHERE CONSTRUCTION IS COMPLETE (Select A, B, or C)
❑ A. SITE IS FINALLY STABILIZED OR CONSTRUCTION WAS NOT STARTED
a. The permitted activities meet the requirements for FINAL stabilization in accordance with the
permit, the Stormwater Management Plan, and as described in item b. (explanation can be
construction activities were not started).
b. Describe the methods used to meet final stabilization. (Required) `Final Stabilization defined on page 3
Pa�e 2 of 3 March 2019
COLORADO WATER QUALITY CONTROL DIVISION TERMINATION APPLICATION www.coloradowaterpermits.com
D4. STORMWATER CONSTRUCTION FACILITIES WHERE CONSTRUCTION IS COMPLETE (Continued)
❑ B. ALTERNATIVE PERMIT COVERAGE OR FULL REASSIGNMENT
a. All on�oing construction activities including all disturbed areas, covered under the permit
certification listed in Part B have coverage under a separate CDPS Stormwater Construction
permit. The Division's Reassignment form was used by the permittee to reassign all areas and
activities.
b. Permit certification number covering the ongoing activities (Required)
❑ C. PERMITTEE IS NO LONGER THE OWNER OR OPERATOR OF THE FACILITY
All efforts have been made to transfer the permit to appropriate parties.
Please attach copies of registered mail receipt, letters, etc.
*Final stabilization is reached when: all ground surface disturbing activities at the site have been completed
including removal of all temporary erosion and sediment control measure, and uniform vegetative cover has been
established with an individual plant density of at least 70 percent of predisturbance levels, or equivalent
permanent, physical erosion reduction methods have been employed.
PART E. CERTIFICATION SIGNATURE REQUIRED FOR ALL TERMINATION REQUESTS
I certify under penalty of law that this document and all attachments were prepared under my direction and/or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those individuals immediately responsible for gathering the information, the information submitted is to the
best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fine and imprisonment for knowing
violations. "(See 18 USC 1001 and 33 USC 1319)
I certify that I am the legal representative of the above named company (PART B page 1).
� Applies to Stormwater Construction terminations:
I understand that by submitting this notice of termination, I am no longer authorized to discharge stormwater
associated with construction activity by the general permit. I understand that discharging pollutants in
stormwater associated with construction activities to the waters of the State of Colorado, where such
discharges are not authorized by a CDPS permit, is unlawful under the Colorado Water Quality Control Act and
the Clean Water Act.
Signature of Legally Responsible Party
Name (printed)
Title
Date Signed
Signatory requirements: This termination request shall be signed, dated, and certified for accuracy by the permittee in
accord with the following criteria:
1. In the case of a corporation, by a principal executive officer of at least the level of vice-president, or his or her
duly authorized representative, if such representative is responsible for the overall operation of the operation
from which the discharge described herein originates;
2. In the case of a partnership, by a general partner;
3. In the case of a sole proprietorship, by the proprietor;
4. In the case of a municipal, state, or other public operation, by either a principal executive officer, ranking elected
official, or other duly authorized employee.
Pa�e 3 of 3 March 2019
APPENDIX G
Soil Information
USDA United States
= Department of
Agriculture
�I RCS
Natural
Resources
Conservation
Service
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A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
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Custom Soil Resource
Report for
Larimer County
Area, Colorado
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April 4, 2024
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Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/
portal/nres/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity
provider and employer.
3
Contents
Preface.................................................................................................................... 2
How Soil Surveys Are Made ..................................................................................5
SoilMap .................................................................................................................. 8
SoilMap ................................................................................................................9
Legend................................................................................................................10
MapUnit Legend ................................................................................................ 11
MapUnit Descriptions .........................................................................................11
Larimer County Area, Colorado ...................................................................... 13
5—Aquepts, loamy ......................................................................................13
35—Fort Collins loam, 0 to 3 percent slopes .............................................. 14
36—Fort Collins loam, 3 to 5 percent slopes .............................................. 15
95—Satanta loam, 1 to 3 percent slopes .................................................... 17
98—Satanta Variant clay loam, 0 to 3 percent slopes .................................18
Soil Information for All Uses ...............................................................................20
Soil Properties and Qualities .............................................................................. 20
Soil Qualities and Features .............................................................................20
HydrologicSoil Group ................................................................................. 20
References............................................................................................................ 25
:�
How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surFace down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5
Custom Soil Resource Report
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined, a significantly smaller
number of ineasurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
C�
Custom Soil Resource Report
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
7
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
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Custom Soil Resource Report
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Custom Soil Resource Report
MAPLEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
s:,� Soil Map Unit Lines
� Soil Map Unit Points
Special Point Features
U Blowout
Borrow Pit
p� Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
_ Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
= Severely Eroded Spot
Sinkhole
Slide or Slip
oa Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
. Special Line Features
Water Features
Streams and Canals
Transportation
�..�. Rails
ti Interstate Highways
US Routes
Major Roads
Local Roads
Background
� Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) Iisted below.
Soil Survey Area: Larimer County Area, Colorado
Survey Area Data: Version 18, Aug 24, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Jul 2, 2021—Aug 25,
2021
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
10
Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
35
36
95
98
Totals for Area of Interest
Aquepts, loamy
Fort Collins loam, 0 to 3 percent
slopes
Fort Collins loam, 3 to 5 percent
slopes
Satanta loam, 1 to 3 percent
slopes
Satanta Variant clay loam, 0 to
3 percent slopes
0.5
33.0
2.3
3.0
59.9
98.7
0.5%
33.5%
2.4%
3.0%
60.7%
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
11
Custom Soil Resource Report
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
12
Custom Soil Resource Report
Larimer County Area, Colorado
5—Aquepts, loamy
Map Unit Setting
National map unit symbol: jpws
Elevation: 4,500 to 6,700 feet
Mean annual precipitation: 12 to 18 inches
Mean annual air temperature: 39 to 50 degrees F
Frost-free period: 80 to 140 days
Farmland classification: Not prime farmland
Map Unit Composition
Aquepts and similar soi/s: 80 percent
Minor components: 20 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Aquepts
Setting
Landform: Depressions, draws, stream terraces
Landform position (three-dimensional): Base slope, tread, dip
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Loamy alluvium
Typical profile
H1 - 0 to 60 inches: variable
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Very poorly drained
Runoff class: Negligible
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to very
high (0.60 to 99.90 in/hr)
Depth to water table: About 6 to 18 inches
Frequency of flooding: Rare
Frequency of ponding: None
Interpretive groups
Land capability classification (irrigated): 5w
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: A/D
Ecological site: R067BY038C0 - Wet Meadow
Hydric soil rating: Yes
Minor Components
Nunn
Percent of map unit.• 5 percent
Ecological site: R067BY002C0 - Loamy Plains
Hydric soil rating: No
Kim
Percent of map unit.• 5 percent
13
Custom Soil Resource Report
Ecological site: R067BY002C0 - Loamy Plains
Hydric soil rating: No
Stoneham
Percent of map unit.• 5 percent
Ecological site: R067BY002C0 - Loamy Plains
Hydric soil rating: No
Fort collins
Percent of map unit.• 5 percent
Ecological site: R067BY002C0 - Loamy Plains
Hydric soil rating: No
35—Fort Collins loam, 0 to 3 percent slopes
Map Unit Setting
National map unit symbol: 2tlnc
Elevation: 4,020 to 6,730 feet
Mean annual precipitation: 14 to 16 inches
Mean annual air temperature: 46 to 48 degrees F
Frost-free period: 135 to 160 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Fort collins and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Fort Collins
Setting
Landform: Interfluves, stream terraces
Landform position (three-dimensional): Interfluve, tread
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Pleistocene or older alluvium and/or eolian deposits
Typical profile
Ap - 0 to 4 inches: loam
Bt1 - 4 to 9 inches: clay loam
Bt2 - 9 to 16 inches: clay loam
Bk1 - 16 to 29 inches: loam
Bk2 - 29 to 80 inches: loam
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.20 to 2.00 in/hr)
14
Custom Soil Resource Report
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum content.� 12 percent
Maximum salinity: Nonsaline to very slightly saline (0.1 to 2.0 mmhos/cm)
Available water supply, 0 to 60 inches: High (about 9.1 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: C
Ecological site: R0676Y002C0 - Loamy Plains
Hydric soil rating: No
Minor Components
Nunn
Percent of map unit.• 10 percent
Landform: Stream terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Ecological site: R067BY002C0 - Loamy Plains
Hydric soil rating: No
Vona
Percent of map unit: 5 percent
Landform: I nterfl uves
Landform position (three-dimensional): Interfluve, side slope
Down-slope shape: Linear
Across-slope shape: Linear
Ecological site: R067BY024C0 - Sandy Plains
Hydric soil rating: No
36—Fort Collins loam, 3 to 5 percent slopes
Map Unit Setting
National map unit symbol: 2yqpg
Elevation: 4,800 to 5,900 feet
Mean annual precipitation: 13 to 15 inches
Mean annual air temperature: 48 to 50 degrees F
Frost-free period: 135 to 150 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Fort collins and similar soils: 80 percent
Minor components: 20 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
15
Custom Soil Resource Report
Description of Fort Collins
Setting
Landform: Alluvial fans, terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear, convex
Across-slope shape: Linear
Parent material: Pleistocene or older alluvium and/or eolian deposits
Typical profile
Ap - 0 to 5 inches: loam
Bt1 - 5 to 8 inches: clay loam
Bt2 - 8 to 18 inches: clay loam
Bk1 - 18 to 24 inches: loam
Bk2 - 24 to 80 inches: loam
Properties and qualities
Slope: 3 to 5 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.20 to 2.00 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum content.• 12 percent
Maximum salinity: Nonsaline to very slightly saline (0.1 to 2.0 mmhos/cm)
Available water supply, 0 to 60 inches: High (about 9.1 inches)
Interpretive groups
Land capability classification (irrigated): 4e
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: C
Ecological site: R067BY002C0 - Loamy Plains
Hydric soil rating: No
Minor Components
Table mountain
Percent of map unit.• 15 percent
Landform: Alluvial fans, stream terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-s/ope shape: Linear
Ecological site: R067BY036C0 - Overflow
Hydric soil rating: No
Larim
Percent of map unit: 5 percent
Landform: Alluvial fans
Down-slope shape: Linear
Across-s/ope shape: Linear
Ecological site: R067BY063C0 - Gravel Breaks
Hydric soil rating: No
i[^.'
Custom Soil Resource Report
95—Satanta loam, 1 to 3 percent slopes
Map Unit Setting
National map unit symbol: 2w5f3
Elevation: 3,650 to 5,350 feet
Mean annual precipitation: 12 to 18 inches
Mean annual air temperature: 46 to 54 degrees F
Frost-free period: 115 to 155 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Satanta and similar soils: 90 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Satanta
Setting
Landform: Paleoterraces
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Head slope
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Eolian sands
Typical profile
Ap - 0 to 9 inches: loam
Bt - 9 to 18 inches: clay loam
C- 18 to 79 inches: loam
Properties and qualities
Slope: 1 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20
to 0.60 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Calcium carbonate, maximum content.• 10 percent
Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm)
Available water supply, 0 to 60 inches: Very high (about 12.2 inches)
Interpretive groups
Land capability classification (irrigated): 3e
Land capability classification (nonirrigated): 4c
Hydrologic Soil Group: C
Ecological site: R067BY002C0 - Loamy Plains
Hydric soil rating: No
17
Custom Soil Resource Report
Minor Components
Nunn
Percent of map unit.• 5 percent
Landform: Terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Ecological site: R067BY002C0 - Loamy Plains
Hydric soil rating: No
Fort collins
Percent of map unit.• 5 percent
Landform: Alluvial fans
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Head slope
Down-slope shape: Linear
Across-slope shape: Linear
Ecological site: R067BY002C0 - Loamy Plains
Hydric soil rating: No
98—Satanta Variant clay loam, 0 to 3 percent slopes
Map Unit Setting
National map unit symbol: jpyh
Elevation: 4,800 to 5,600 feet
Mean annual precipitation: 13 to 15 inches
Mean annual air temperature: 48 to 50 degrees F
Frost-free period: 135 to 150 days
Farmland classification: Prime farmland if irrigated
Map Unit Composition
Satanta variant and similar soi/s: 90 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Satanta Variant
Setting
Landform: Terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Alluvium
Typical profile
H1 - 0 to 9 inches: clay loam
H2 - 9 to 22 inches: clay loam
H3 - 22 to 60 inches: loam
18
Custom Soil Resource Report
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Somewhat poorly drained
Runoff c/ass: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately low to
moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 24 to 48 inches
Frequency of flooding: Occasional
Frequency of ponding: None
Calcium carbonate, maximum content.• 15 percent
Gypsum, maximum content: 10 percent
Maximum salinity: Very slightly saline to slightly saline (2.0 to 4.0 mmhos/cm)
Available water supply, 0 to 60 inches: Moderate (about 8.7 inches)
Interpretive groups
Land capability classification (irrigated): 2e
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: D
Ecological site: R0676Y036C0 - Overflow
Hydric soil rating: No
Minor Components
Nunn
Percent of map unit: 5 percent
Ecological site: R067BY002C0 - Loamy Plains
Hydric soil rating: No
Caruso
Percent of map unit: 3 percent
Ecological site: R067BY036C0 - Overflow
Hydric soil rating: No
Loveland
Percent of map unit.• 2 percent
Ecological site: R067BY036C0 - Overflow
Hydric soil rating: No
19
Soil Information for All Uses
Soil Properties and Qualities
The Soil Properties and Qualities section includes various soil properties and
qualities displayed as thematic maps with a summary table for the soil map units in
the selected area of interest. A single value or rating for each map unit is generated
by aggregating the interpretive ratings of individual map unit components. This
aggregation process is defined for each property or quality.
Soil Qualities and Features
Soil qualities are behavior and perFormance attributes that are not directly
measured, but are inferred from observations of dynamic conditions and from soil
properties. Example soil qualities include natural drainage, and frost action. Soil
features are attributes that are not directly part of the soil. Example soil features
include slope and depth to restrictive layer. These features can greatly impact the
use and management of the soil.
Hydrologic Soil Group
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long-duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
20
Custom Soil Resource Report
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a claypan or clay layer at
or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
21
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MAPLEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating Polygons
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0 B
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Soil Rating Lines
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Soil Rating Points
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Water Features
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MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) Iisted below.
Soil Survey Area: Larimer County Area, Colorado
Survey Area Data: Version 18, Aug 24, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Jul 2, 2021—Aug 25,
2021
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
23
Custom Soil Resource Report
Table—Hydrologic Soil Group
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
5 Aquepts, loamy A/D
35 Fort Collins loam, 0 to 3 C
percent slopes
36 Fort Collins loam, 3 to 5 C
percent slopes
95 Satanta loam, 1 to 3 C
percent slopes
98 Satanta Variant clay D
loam, 0 to 3 percent
slopes
Totals for Area of Interest
0.5
33.0
2.3
3.0
59.9
98.7
0.5%
33.5%
2.4%
3.0%
60.7%
100.0%
Rating Options—Hydrologic Soil Group
Aggregation Method: Dominant Condition
Component Percent Cutoff.� None Specified
Tie-break Rule: Higher
24
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/
nres/detail/nationaUsoils/?cid=nres142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nres 142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
25
Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/
nres/detail/soils/scientists/?cid=nres142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid=nres142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nres.usda.gov/I nternet/FSE_DOCUMENTS/nres142p2_052290. pdf
�3:
APPENDIX H
Cify of Fort Collins Dust Prevention and Control Manual
Dust Prevention and Control Manual
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F,�t CO��IIIS
CONTENTS
1.0 Introduction
1.1 Title
1.2 Purpose of Manual
1.3 Applicability
1.4 Definitions
2.0 Fugitive Dust and the Problems it Causes
2.1 What is Fugitive Dust, Generally?
2.2 Why is the City Addressing Fugitive Dust?
2.3 Health and Environmental Effects
2.4 Nuisance and Aesthetics
2.5 Safety Hazard and Visibility
3.0 Best Management Practices
3.1 Earthmoving Activities
3.2 Demolition and Renovation
3.3 Stockpiles
3.4 Street Sweeping
3.5 Track-out/Carry-out
3.6 Bulk Materials Transport
3.7 Unpaved Roads and Haul Roads
3.8 Parking Lots
3.9 Open Areas and Vacant Lots
3.10 Saw Cutting and Grinding
3.11 Abrasive Blasting
3.12 Mechanica181owing
4.0 Dust Control Plan for Land Development Greater Than Five Acres
Dust Prevention and Control Checklist
5.0 Resources
5.1 Cross Reference to Codes, Standards, Regulations, and Policies
5.2 City of Fort Collins Manuals and Policies
5.3 References for Dust Control
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Dust Prevention and Control Manual Page i
1.0 Introduction
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1.1 Title
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The contents of this document shall be known as the Dust Prevention and Control Manual ("the
Manual").
1m2 �'������� af �'����rY�l
The purpose of the Manual is to establish minimum requirements consistent with nationally recognized
best management practices for controlling fugitive dust emissions and to describe applicable best
management practices to prevent, minimize, and mitigate off-property transport or off-vehicle transport
of fugitive dust emissions pursuant to Chapter 12, Article X of the Fort Collins City Code (§§12-150 et.
seq) for specific dust generating activities and sources.
The purpose of Chapter 12, Article X of the Code is to protect the health, safety, and welfare of the
public, including prevention of adverse impacts to human health, property, sensitive vegetation and
areas, waters of the state, and other adverse environmental impacts and to prevent visibility
impairment and safety hazards caused by emissions of particulate matter into the air from human
activities.
1a3 ����i���il���r
This Manual applies to any person who conducts, or is an owner or operator of, a dust generating
activity or source, as defined in the Code and described in this Manual, within the City of Fort Collins,
subject to the exclusion set forth in Code §12-150(b)(3).
Dust Prevention and Control Manual Page 1
1.4 Definitions
Abrasive blasting shall mean a process to
smooth rough surfaces; roughen smooth
surfaces; and remove paint, dirt, grease, and
other coatings from surfaces. Abrasive blasting
media may consist of sand; glass, plastic or
metal beads; aluminum oxide; corn cobs; or
other materials.
Additeor�al best rna►acrgert�e►�t pra�tice shall
mean using at least one additional measure if
the required best management practices are
ineffective at preventing off-property transport
of particulate matter.
��f���������ar�� a������a�er�������� shall mean when
�f
applicable, any measure that is required, e.g., a
dust control plan when project sites are over 5
acres in size.
�'�s���c�a��c�e���e���ad�������� shall mean any
action or process that is used to prevent or
mitigate the emission of fugitive dust into the
air.
Bufft ��a�ate�ic�ls traers�oi�t shall mean the
carrying, moving, or conveying of loose
materials including, but not limited to, earth,
rock, silt, sediment, sand, gravel, soil, fill,
aggregate, dirt, mud, construction or demolition
debris, and other organic or inorganic material
containing particulate matter onto a public road
or right-of-way in an unenclosed trailer, truck
bed, bin, or other container.
Code shall mean the Fort Collins City Code, as
amended from time to time.
�'uver� shall mean the installation of a
temporary cover material on top of disturbed
soil surfaces or stockpiles, such as netting,
mulch, wood chips, gravel or other materials
capable of preventing wind erosion.
Dc�g•� r°��ti-�l raHecas���-r} shall mean any action
or process that is used to prevent or mitigate
the emission of fugitive dust into the air,
including but not limited to the best
management practices identified in this
Manual.
�ustgener�c�iing crctivity o�- so�rr-ce shall
mean a process, operation, action, or land use
that creates emissions of fugitive dust or causes
off-property or off-vehicle transport. Dust
generating activity or source shall include a
paved parking lot containing an area of more
than one half (1/2) acre.
Eartl��aloving shall mean any process that
involves land clearing, disturbing soil surfaces,
or moving, loading, or handling of earth, dirt,
soil, sand, aggregate, or similar materials.
�����iiv�� ����� shall mean solid particulate
matter emitted into the air by mechanical
processes or natural forces but is not emitted
through a stack, chimney, or vent
Loccr� ►�vi�t�� ������� shall mean the current or
forecasted wind speed for the Fort Collins area
as measured at the surface weather
observation station KFNL located at the Fort
Collins Loveland Municipal Airport or at
Colorado State University's Fort Collins or
Christman Field weather stations or as
measured onsite with a portable or hand-held
anemometer. The City will use anemometers
whenever practicable.
Dust Prevention and Control Manual Page 2
Mc�.xi�r��rr� speed lirnit shall mean the speed
limit on public rights-of-way adopted by the City
pursuant to Fort Collins Traffic Code adopted
pursuant to City Code Section 28-16 for private
roadways, a speed limit shall be established as
appropriate to minimize off-site transportation
of.
Mechanical blow��� shall mean any portable
machine powered with an internal combustion
or electric-powered engine used to blow leaves,
clippings, dirt or other debris off sidewalks,
driveways, lawns, medians, and other surfaces
including, but not limited to, hand-held, back-
pack and walk-behind units, as well as blower-
vacuum units.
Off-pr-o�erty tr�►is��s�t shall mean the visible
emission of fugitive dust beyond the property
line of the property on which the emission
originates or the project boundary when the
emission originates in the public right-of-way or
on public property.
Off=vehicle trans�o�-i shall mean the visible
emission of fugitive dust from a vehicle that is
transporting dust generating materials on a
public road or right-of-way.
�a�-�oe�� d��a�� �.�la��a��� a���rt��c�ta�aa shall mean
a vacuum dust collection system attached to a
construction tool that includes a dust collector
(hood or shroud), tubing, vacuum, and a high
efficiency particulate air (HEPA) filter.
��-ioo� ���t__ ��.es� �����a���sa��� shall mean the
operation of nozzles or sprayers attached to a
construction tool that continuously apply water
or other liquid to the grinding or cutting area by
a pressurized container or other water source.
O�re�r n��ecr shall mean any area of undeveloped
land greater than one-half acre that contains
less than 70 percent vegetation. This includes
undeveloped lots, vacant or idle lots, natural
areas, parks, or other non-agricultural areas.
Recreational and multi-use trails maintained by
the City are not included as an open area.
�f3percr�r�.ap ��� a�avc�c�• shall mean any person
who has control over a dust generating source
either by operating, supervising, controlling, or
maintaining ownership of the activity or source
including, but not limited to, a contractor,
lessee, or other responsible party of an activity,
operation, or land use that is a dust generating
activity or source.
Par�trculat� matte►� shall mean any material
that is emitted into the air as finely divided solid
or liquid particles, other than uncombined
water, and includes dust, smoke, soot, fumes,
aerosols and mists.
I��qu��•��' ��si �r��rr�e���aaaea�t ���act�ca�s shall
mean specific measures that are required to be
implemented if a dust generating activity is
occurring.
_�"�c�sii�v� ��-�� shall mean a specific area that
warrants special protection from adverse
impacts due to the deposition of fugitive dust,
such as natural areas (excluding buffer zones),
sources of water supply, wetlands, critical
wildlife habitat, or wild and scenic river
corridors.
��s��� ������a�a��� shall mean the stabilization of
disturbed surface areas that will remain
exposed and inactive for 30 days or more or
while vegetation is being established using
mulch, compost, soil mats, or other methods.
S��c���aP� shall mean any accumulation of bulk
materials that contain particulate matter being
stored for future use or disposal. This includes
backfill materials and storage piles for soil,
sand, dirt, mulch, aggregate, straw, chaff, or
other materials that produce dust.
Stor-rez dr�ai�rac�e faciligy shall mean those
improvements designed, constructed or used to
convey or control stormwater runoff and to
remove pollutants from stormwater runoff after
precipitation.
Dust Prevention and Control Manual Page 3
S'cr�face ro��l�e�d�c� shall mean to modify the
soil surface to resist wind action and reduce
dust emissions from wind erosion by creating
grooves, depressions, ridges or furrows
perpendicular to the predominant wind
direction using tilling, ripping, discing, or other
method.
T►�eredc=oz�� shall mean the carrying of mud, dirt,
soil, or debris on vehicle wheels, sides, or
undercarriages from a private, commercial, or
industrial site onto a public road or right-of-
way.
���c������sa shall mean the planting or seeding
of appropriate grasses, plants, bushes, or trees
to hold soil or to create a wind break. All seeded
areas must be mulched, and the mulch should
be adequately crimped and or tackified. If
hydro-seeding is conducted, mulching must be
conducted as a separate, second operation. All
planted areas must be mulched within twenty-
four (24) hours after planting.
[�J�t s����o��s����� shall mean the application of
water by spraying, sprinkling, or misting to
maintain optimal moisture content or to form a
crust in dust generating materials and applied
at a rate that prevents runoff from entering any
public right-of-way, storm drainage facility or
watercourse.
�e���� �a�����i��° shall mean an obstruction at
least five feet high erected to assist in
preventing the blowing of fugitive dust,
comprised of a solid board fence, chain link and
fabric fence, vertical wooden slats, hay bales,
earth berm, bushes, trees, or other materials
installed perpendicular to the predominant
wind direction or upwind of an adjacent
residential, commercial, industrial, or sensitive
area that would be negatively impacted by
fugitive dust.
Dust Prevention and Control Manual Page 4
2.1 What is Fugitive Dust, Generally?
Dust, also known as particulate matter, is made up of solid particles in the air that consist primarily of
dirt and soil but can also contain ash, soot, salts, pollen, heavy metals, asbestos, pesticides, and other
materials. "Fugitive" dust means particulate matter that has become airborne by wind or human
activities and has not been emitted from a stack, chimney, or vent. The Colorado Department of Public
Health and Environment (CDPHE) estimates that more than 4,300 tons of particulate matter are emitted
into the air in Larimer County annually. The primary sources of this particulate matter include
construction activities, paved and unpaved roads, and agricultural operations.
The quantity of dust emitted from a particular activity or area and the materials in it can depend on the
soil type (sand, clay, silt), moisture content (dry or damp), local wind speed, and the current or past uses
of the site (industrial, farming, construction).
�,a�2 `V�1Y�y �� ��a� �ut� Adcli��s����� F��i��ve �����
Colorado state air regulations and Larimer County air quality standards generally require owners and
operators of dust generating activities or sources to use all available and practical methods that are
technologically feasible and economically reasonable in order to prevent fugitive dust emissions.
However, state regulations and permitting requirements typically apply to larger stationary sources
rather than to activities that generate dust. Larimer County fugitive dust standards apply only to land
development.
Although state and county requirements apply to many construction activities, they do not address
many sources of dust emissions and City code compliance officers do not have authority to enforce state
or county regulations. Fort Collins is experiencing rapid growth and development that has contributed
to local man-made dust emissions. The City has established Chapter 12, Article X of the Code (§§12-150-
12-159) to address dust generating activities and sources that negatively impact citizens in Fort Collins.
Dust Prevention and Control Manual Page 5
2.0 Fugitive Dust and the Problems it Causes
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Dust particles are very small and can be easily inhaled. They can
enter the respiratory system and increase susceptibility to respiratory
infections, and aggravate cardio-pulmonary disease. Even short-term
exposure to dust can cause wheezing, asthma attacks and allergic
reactions, and may cause increases in hospital admissions and
emergency department visits for heart and lung related diseases.
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Fugitive dust emissions can cause significant environmental impacts as well as health effects. When
dust from wind erosion or human activity deposits out of the air, it may impact vegetation, adversely
affect nearby soils and waterways, and cause damage to cultural resources. Wind erosion can result in
the loss of valuable top soil, reduce crop yields, and stunt plant growth.
According to the Environmental Protection Agency (EPA), studies have linked particulate matter
exposure to health problems and environmental impacts such as:
•Health Impacts:
o Irritation of the airways, coughing, and difficulty breathing
o Reduced lung function and lung cancer
o Aggravated asthma and chronic bronchitis
o Irregular heartbeat and increases in heart attacks
•Environmental Impacts:
o Haze and reduced visibility
o Reduced levels of nutrients in soil
2.4 �iui��g��� �a�� Aesiheti��
Dust, dirt and debris that become airborne eventually settle back down to
the surface. How far it travels and where it gets deposited depends on the
size and type of the particles as well as wind speed and direction. When this
material settles, it can be deposited on homes, cars, lawns, pools and ponds,
and other property. The small particles can get trapped in machinery and
electronics causing abrasion, corrosion, and malfunctions. The deposited
dust can damage painted surfaces, clog filtration systems, stain materials and
cause other expensive clean-up projects.
2.5 Safety Hazard and Visibility
Blowing dust can be a safety hazard at construction sites and on roads and
highways. Dust can obstruct visibility and can cause accidents between
vehicles and bikes, pedestrians, or site workers. Dust plumes can also
decrease visibility across a natural area or scenic vistas. The "brown cloud"
often visible along the Front Range during the winter months, and the
brilliant red sunsets that occur are often caused by particulate matter and
other pollutants in the air.
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Dust Prevention and Control Manual Page 6
3.0 Best Management Practices
This Manual describes established best management practices for controlling dust emissions that are
practical and used in common practice to prevent or mitigate impacts to air quality from dust generating
activities and sources occurring within Fort Collins. The objective of the dust control measures included
in this Manual is to reduce dust emissions from human activities and to prevent those emissions from
impacting others and is based on the following principles:
�'��e����t— avoid creating dust emissions through good project planning and modifying or
replacing dust generating activities.
Minimize — reduce dust emissions with methods that capture, collect, or contain emissions.
Nlitie�erte — when preventing fugitive dust or minimizing the impacts are not feasible, the
Manual provides specific measures to mitigate dust.
More specifically, the Manual establishes the following procedures for each dust generating activity
outlined in this Chapter:
Required Best Mana�ement Practices — this section includes the specific measures that are
required to be implemented if the dust generating activity is occurring. For example, high wind
restrictions (temporarily halting work when wind speeds exceed 30 mph) are required best
management practices for earthmoving, demolition/renovation, saw cutting or grind, abrasive
blasting, and leaf blowing.
Additional Best Mana�ement Practices — this section includes additional measures if the
required best management practices are ineffective at preventing off-property transport of
particulate matter. At least one of the additional best management practices outlined in the
Manual must be implemented on the site to be in compliance with the Manual and Code.
Additional Requirements — When applicable, additional measures are also required, e.g., a dust
control plan when project sites are over 5 acres in size.
The Dust Prevention and Control Checklist included on page 31 of this Manual provides a"quick guide"
to dust control BMPs covered in the following sections of the Manual.
Dust Prevention and Control Manual Page 7
3.1 Earthmoving Activities
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Above: This figure illustrates earthmoving, which is an activity that can generate dust.
Dust emissions from earthmoving activities depend on the type and extent of activity being conducted,
the amount of exposed surface area, wind conditions, and soil type and moisture content, including:
• Site preparation (clearing, grubbing, scraping)
• Road construction
• Grading and overlot grading
• Excavating, trenching, backfilling and compacting
• Loading and unloading dirt, soil, gravel, or other earth materials
• Dumping of dirt, soil, gravel, or other earth materials into trucks, piles, or receptacles
• Screening of dirt, soil, gravel, or other earth materials
�est i'��e���;��a���������������°�.s �� Ca�a����l �����
(a) Required Best Management Practices: Any person, owner, or operator who conducts earthmoving
that is a dust generating activity or source shall implement the following best management practices to
prevent off-property transport of fugitive dust emissions:
(i) Minimize disturbed area: plan the project or activity so that the minimum amount of
disturbed soil or surface area is exposed to wind or vehicle traffic at any one time.
(ii) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate to mitigate off-property transport of dust entrained by vehicles.
(iii) Minimize drop height: Drivers and operators shall unload truck beds and loader or
excavator buckets slowly, and minimize drop height of materials to the lowest height possible,
including screening operations.
(iv) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(v) Restrict access: restrict access to the work area to only authorized vehicles and personnel.
Dust Prevention and Control Manual Page 8
(b) Additional Best Management Practices: In the event 3.1(a)(i)-(v) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Wet suppression: apply water to disturbed soil surfaces, backfill materials, screenings, and
other dust generating operations as necessary and appropriate considering current weather
conditions, and prevent water used for dust control from entering any public right-of-way,
stormwater drainage facility, or watercourse.
(ii) Wind barrier: construct a fence or other type of wind barrier to prevent wind erosion of top
soils.
(iii) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break.
(iv) Surface roughening: stabilize an active construction area during periods of inactivity or
when vegetation cannot be immediately established.
(v) Cover: install cover materials during periods of inactivity and properly anchor the cover.
(vi) Soil retention: stabilize disturbed or exposed soil surface areas that will be inactive for more
than 30 days or while vegetation is being established.
(c) Additional requirements: Any person, owner, or operator who conducts earthmoving that is a dust
generating activity or source at a construction site or land development project with a lot size equal to
or greater than five (5) acres also shall implement the following measures:
(i) Dust Control Plan: submit a plan that describes all potential sources of fugitive dust and
methods that will be employed to control dust emissions with the development construction
permit application or development review application (see Chapter 4 of this Manual). A copy of
the Dust Control Plan must be onsite at all times and one copy must be provided to all
contractors and operators engaged in dust generating activities at the site.
(ii) Construction sequencing: include sequencing or phasing in the project plan to minimize the
amount of disturbed area at any one time. Sites greater than 25 acres in size may be asked to
provide additional justification, revise the sequencing plan, or include additional best
management practices.
Dust Prevention and Control Manual Page 9
3.2 Demolition and Renovation
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Dust generated from demolition activities may contain significant levels of silica, lead, asbestos, and
particulate matter. Inhalation of silica and asbestos is known to cause lung cancer, and exposure to
even small quantities of lead dust can result in harm to children and the unborn.
In addition to complying with the dust control measures below, any person engaged in demolition or
renovation projects must comply with applicable state and federal regulations for asbestos and lead
containing materials and notification and inspection requirements under the State of Colorado Air
Quality Control Commission's Regulation No. 8, Part B Control of Hazardous Air pollutants.
��s� l�crnc�c�e�a������ .����c��a�e,� t� �'e��a���o� ��rs�
(a) Required Best Management Practices: Any person, owner, or operator who conducts demolition or
renovation that is a dust generating activity or source shall implement the following best management
practices to prevent off-property transport of fugitive dust emissions:
(i) Asbestos and lead containing materials: demolition and renovation activities that involve
asbestos or lead containing materials must be conducted in accordance with 20121nternational
Building Code (IBC), as adopted by the Code Sec. 5-26 and amended by Code Sec. 5-27 (59)
(amending IBC §3602.1.1) and all other state and local regulations;
(ii) Restrict access: restrict access to the demolition area to only authorized vehicles and
personnel;
(iii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport; and
(iv) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator
buckets slowly, and minimize drop height of materials to the lowest height possible, including
screening operations.
Dust Prevention and Control Manual Page 10
Above: This photo illustrates restricting access (a required best management practice) and a wind barrier
(an additional best management practiceJ for demolition and renovation activities.
(b) Additional Best Management Practices: In the event 3.2(a)(i)-(iv) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Wet suppression: apply water to demolished materials or pre-wet materials to be
demolished as necessary. Prevent water used for dust control from entering any public right-of-
way, storm drainage facility, or watercourse.
(ii) Wind barrier: construct a fence or other type of wind barrier to prevent onsite dust
generating materials from blowing offsite.
(c) Additional requirements:
(i) Building permit compliance: comply with all conditions and requirements under any building
required pursuant to the Code and/or the Land Use Code.
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Dust Prevention and Control Manual Page 11
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Above: This photo illustrates reducing drop height, a required best
management practice.
3.3 Stockpiles
Above
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This photo illustrates wet suppression, an additional best management practice for stockpiles.
Stockpiles are used for both temporary and long-term storage of soil, fill dirt, sand, aggregate,
woodchips, mulch, asphalt and other industrial feedstock, construction and landscaping materials.
Fugitive dust can be emitted from stockpiles while working the active face of the pile or when wind
blows across the pile. The quantity of emissions depends on pile height and exposure to wind, moisture
content and particle size of the pile material, surface roughness of the pile, and frequency of pile
disturbance.
��siOV��a��cac���n���� ����c�nc�s to �"��ar���l Dzd�t
(a) Required Best Management Practices: Any owner or operator of a stockpile that is a dust generating
activity or source shall implement the following best management practices to prevent off property
transport of fugitive dust emissions:
(i) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator
buckets slowly, and minimize drop height of materials to the lowest height possible, including
screening operations.
(b) Additional Best Management Practices: In the event 3.3(a)(i) is ineffective to prevent off-property
transport, the person, owner, or operator shall use at least one of the following best management
practices:
(i) Wet suppression: Apply water to the active face when working the pile or to the entire pile
during periods of inactivity. Prevent water used for dust control from entering any public right-
of-way, storm drainage facility, or watercourse.
(ii) Cover: install cover materials during periods of inactivity and anchor the cover.
(iii) Surface roughening: stabilize a stockpile during periods of inactivity or when vegetation
cannot be immediately established.
Dust Prevention and Control Manual Page 12
(iv) Stockpile location: locate stockpile at a distance equal to ten times the pile height from
property boundaries that abut residential areas.
(v) Vegetation: seed and mulch any stockpile that will remain inactive for 30 days or more.
(vi) Enclosure: construct a three-sided structure equal to or greater than the height of the pile to
shelter the pile from the predominant winds.
(c) Additional requirements:
(i) Stockpile permit compliance: comply with all conditions and requirements under any
stockpile permit required under the Code or the Land Use Code.
(ii) Erosion control plan compliance: implement and comply with all conditions and
requirements of the "Fort Collins Stormwater Criteria Manual, as adopted in Code Sec. §26-500;
specifically, Volume 3 Chapter 7"Construction BMPs". The Stormwater Criteria Manual may
require the use of Erosion Control Materials, soil stockpile height limit of ten feet, watering,
surface roughening, vegetation, silt fence and other control measures.
Dust Prevention and Control Manual Page 13
3.4 Street Sweeping
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Left: This figure illustrates the use
of a wet suppression and vacuum
system, an additional best
management practice for street
sweeping.
Street sweeping is an effective method for removing dirt and debris from streets and preventing it from
entering storm drains or becoming airborne. Regenerative air sweepers and mechanical sweepers with
water spray can also be effective at removing particulate matter from hard surfaces.
Best t�crrccac�e�r��a�t �p•�c�����s t.o C�s�fia9�l I��as•t
(a) Required Best Management Practices: Any owner or operator that conducts sweeping operations or
services on paved or concrete roads, parking lots, rights-of-way, pedestrian ways, plazas or other solid
surfaces, and whose operations are a dust generating activity or source shall implement the following
best management practices to prevent off-property transport of fugitive dust emissions:
(i) Uncontrolled sweeping prohibited: the use of rotary brushes, power brooms, or other
mechanical sweeping for the removal of dust, dirt, mud, or other debris from a paved public
road, right-of-way, or parking lot without the use of water, vacuum system with filtration, or
other equivalent dust control method is prohibited. Mechanical or manual sweeping that occurs
between lifts of asphalt paving operations or due to preparation for pavement markings are
excluded from this prohibition, due to engineering requirements associated with these
operations.
(b) Additional Best Management Practices: In the event 3.4(a)(i) is ineffective to prevent off-property
transport, the person, owner, or operator shall use at least one of the following best management
practices:
(i) Wet suppression: use a light spray of water or wetting agent applied directly to work area or
use equipment with water spray system while operating sweeper or power broom. Prevent
water used for dust control from entering any storm drainage facility or watercourse.
(ii) Vacuum system: use sweeper or power broom equipped with a vacuum collection and
filtration system.
(iii) Other method: use any other method to control dust emissions that has a demonstrated
particulate matter control efficiency of 80 percent or more.
Dust Prevention and Control Manual Page 14
iV�.- �. - - ^: r
' ��j`1 � ,��1 � : a � �
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. ' F:� ��il��� j ... - . ' ' _ ' . , - ¢ s.{= "" �s.sani►�
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Above: This figure illustrates an installed grate (IeftJ and a gravel bed (rightJ, both of which are
additional best management practices associated with track-out/carry-out.
Mud, dirt, and other debris can be carried from a site on the wheels or undercarriage of equipment and
vehicles onto public roads. When this material dries, it can become airborne by wind activity or when
other vehicles travel on it. This is a health concern and can cause visibility issues and safety hazards.
Best Nianqgeenent I'r•actiees to �ontrol Dust
(a) Required Best Management Practices: Any owner or operator of any operation that has the
potential to result in track-out of mud, dirt, dust, or debris on public roads and rights-of-way and whose
operation is a dust generating activity or source shall implement the following best management
practices to prevent off-property transport of fugitive dust emissions:
(i) Contracts and standards: comply with track-out prevention requirements and construction
best management practices as set forth in the Code, City regulations or policies, as specified in
applicable contract documents, and as set forth in the Fort Collins Stormwater Criteria Manual.
(ii) Remove deposition: promptly remove any deposition that occurs on public roads or rights-
of-way as a result of the owner's or operator's operations. Avoid over-watering and prevent
runoff into any storm drainage facility or watercourse.
(b) Additional Best Management Practices: In the event 3.5(a)(i)-(ii) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Install rails, pipes, grate, or similar track-out control device.
(ii) Install a gravel bed track-out apron that extends at least 50 feet from the intersection with a
public road or right-of-way.
(iii) Install gravel bed track-out apron with steel cattle guard or concrete wash rack.
(iv) Install and utilize on-site vehicle and equipment washing station.
(v) Install a paved surface that extends at least 100 feet from the intersection with a public road
or right-of-way.
(vi) Manually remove mud, dirt, and debris from equipment and vehicle wheels, tires and
undercarriage.
Dust Prevention and Control Manual Page 15
3.6 Bulk Materials Transport
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Above: This figure illustrates covered loads, a required best management practice for bulk materials
transport.
Haul trucks are used to move bulk materials, such as dirt, rock, demolition debris, or mulch to and from
construction sites, material suppliers and storage yards. Dust emissions from haul trucks, if
uncontrolled, can be a safety hazard by impairing visibility or by depositing debris on roads, pedestrians,
bicyclists, or other vehicles.
�e�� t������c�ea7a�r�� P��e��taces t� �'c�����o� �ust
(a) Required Best Management Practices: Any owner or operator of a dust generating activity or source
for which vehicles used to transport bulk materials to and from a site within the City on a public or
private road or on a public right-of-way shall prevent off-vehicle transport of fugitive dust emissions. To
prevent off-vehicle transport of fugitive dust to and from the site, the owner or operator shall
implement the following measures:
(i) Cover Loads: Loads shall be completely covered or all material enclosed in a manner that
prevents the material from blowing, dropping, sifting, leaking, or otherwise escaping from the
vehicle. This includes the covering of hot asphalt and asphalt patching material with a tarp or
other impermeable material.
(ii) Minimize drop height: Drivers and operators shall load and unload truck beds and loader or
excavator buckets slowly, and minimize drop height of materials to the lowest height possible,
including screening operations.
Dust Prevention and Control Manual Page 16
(b) Additional Best Management Practices: In the event 3.6(a)(i)-(ii) are ineffective to prevent off-
vehicle transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Wet suppression: apply water to bulk materials loaded for transport as necessary to prevent
fugitive dust emissions and deposition of materials on roadways. Prevent water used for dust
control from entering any public right-of-way, storm drainage facility, or watercourse.
(ii) Other technology: use other equivalent technology that effectively eliminates off-vehicle
transport, such as limiting the load size to provide at least three inches of freeboard to prevent
spillage.
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Above: This figure illustrates minimizing drop heights, a required best management practice for bulk
materials transport.
Dust Prevention and Control Manual Page 17
3.i Unpaved RoacTs and Haul Roads
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Left: This figure illustrates
, : �_�, surface improvements on an
��'� � unpaved road, an additional
,:.-'�� best management practice.
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e
Road dust from unpaved roads is caused by particles lifted by and dropped from rolling wheels traveling
on the road surface and from wind blowing across the road surface. Road dust can aggravate heart and
lung conditions as well as cause safety issues such as decreased driver visibility and other safety hazards.
��s� �����a�c���a���a�t ����c�c����s t,a �'�������d' k��a�•�
(a) Required Best Management Practices: Any owner or operator of an unpaved road located on a
construction site greater than five acres on private property or an unpaved road used as a public right-
of-way shall implement the following best management practices to prevent off-property transport of
fugitive dust emissions:
(i) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles.
(ii) Restrict access: restrict travel on unpaved roads by limiting access to only authorized vehicle
use.
(b) Additional Best Management Practices: In the event 3.7(a)(i)-(ii) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Wet suppression: apply water to unpaved road surface as necessary and appropriate
considering current weather conditions, and prevent water used for dust control from entering
any public right-of-way, storm drainage facility, or watercourse.
(ii) Surface improvements: install gravel or similar materials with sufficient depth to reduce dust
or pave high traffic areas.
(iii) Access road location: locate site access roads away from residential or other populated
areas.
t `� :i�
Dust Prevention and Control Manual Page 18
3.8 Parking Lots
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Above: This figure illustrates an unpaved parking lot in Fort Collins.
This section applies to paved and unpaved areas where vehicles are parked or stored on a routine basis
and includes parking areas for shopping, recreation, or events; automobile or vehicle storage yards; and
animal staging areas.
f��s� �c�a�ca�ep����t a���a�cfi�res ta� �'��������c�.� D�st= �n��vecf I�����ri��,� L���.�
(a) Required Best Management Practices: Any owners or operator of an unpaved parking lot greater
than one-half acre shall use at least one of the following best management practices to prevent off-
property transport of fugitive dust emissions
(i) Surface improvements: install gravel or similar materials with sufficient depth to reduce dust
or pave high traffic areas.
(ii) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break.
(iii) Wet suppression: apply water as necessary and appropriate considering current weather
conditions to prevent off-property transport of fugitive dust emissions. Prevent water used for
dust control from entering any public right-of-way, storm drainage facility, or watercourse.
(iv) Wind barrier: construct a fence or other type of wind barrier.
(v) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles.
(vi) Restrict access: restrict travel in parking lots to only those vehicles with essential duties and
limit access to hours of operation or specific events.
Dust Prevention and Control Manual Page 19
d3est Manage�►lent Practices to Control Dust- P������� ��rking Lots
(a) Required Best Management Practices: An owner or operator of a paved parking lot greater than
one-half acre and shall use at least one of the following best management practices to prevent off-
property transport of fugitive dust emissions.
(i) Maintenance: repair potholes and cracks and maintain surface improvements.
(ii) Mechanical sweeping: Sweep lot with a vacuum sweeper and light water spray as necessary
to remove dirt and debris. Avoid overwatering and prevent runoff from entering any public
right-of-way, storm drainage facility, or watercourse.
(iii) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to
reduce speeds to a rate that prevents off-property transport of dust entrained by vehicles.
(iv) Restrict access: restrict travel in parking lots to only those vehicles with essential duties and
limit access to hours of operation or specific events.
3
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Above: This photo represents improving the surface of a parking area, which is one measure to
comply with the Manual.
Dust Prevention and Control Manual Page 20
3.9 Open Areas and Vacant Lots
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Left: This photo
represents adding
vegetation by
hydroseeding,
which is one
measure to comp/y
with the Manual.
Open areas are typically not a significant source of wind-blown dust emissions if the coverage of
vegetation is sufficient or soil crusts are intact. However, if soils in open areas are disturbed by vehicle
traffic, off-highway vehicle use, bicycling or grazing, or if they have become overpopulated by prairie
dogs, dust emissions can become a problem.
��s� P��cr�cz�e�rz�a�t ��e�c�c�o��s t,o (,'�a���a��� 1)�ast
(a) Required Best Management Practices: Any owner or operator of an open area greater than one-half
acre shall use at least one of the following best management practices to stabilize disturbed or exposed
soil surface areas that are intended to or remain exposed for 30 days or more and to prevent off-
property transport of fugitive dust emissions:
(i) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break.
(ii) Cover: install cover materials over exposed areas during periods of inactivity and properly
anchorthe cover.
(iii) Surface roughening: stabilize an exposed area during periods of inactivity or when
vegetation cannot be immediately established.
(iv) Soil retention: stabilize disturbed or exposed soil surface areas that will be inactive for more
than 30 days or while vegetation is being established, using mulch, compost, soil mats, or other
methods.
(v) Wet suppression: apply water to disturbed soil surfaces as necessary and appropriate
considering current weather to prevent off-property transport of fugitive dust emissions.
Prevent water used for dust control from entering any public right-of-way, storm drainage
facility, or watercourse.
(vi) Wind barrier: construct a fence or other type of wind barrier to prevent wind erosion of top
soils.
Dust Prevention and Control Manual Page 21
3.10 Saw Cutting and Grinding
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Above: This photo illustrates concrete cutting and how the activity can generate dust.
►
�_
�
Cutting and grinding of asphalt, concrete and other masonry materials can be a significant short-term
source of fugitive dust that may expose workers and the public to crystalline silica. Inhalation of silica
can cause lung disease known as silicosis and has been linked to other diseases such as tuberculosis and
lung cancer. Using additional best management practices during cutting and grinding operations can
significantly reduce dust emissions.
Best Nfcaf�c�c�er�ze�z� P1-c�ctdces to Cor��e�oJ 1)z�st
(a) Required Best Management Practices: Any person, owner, or operator that cuts or grinds asphalt,
concrete, brick, tile, stone, or other masonry materials and whose operations are a dust generating
activity or source shall use the following best management practices to prevent off-property transport
of fugitive dust emissions:
(i) Restrict access: prevent the public from entering the area where dust emissions occur.
(ii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(iii) Equipment and work area clean up: use wet wiping, wet sweeping, or vacuuming with HEPA
filtration for equipment and work area clean up and do not cause dust to become airborne
during clean up.
(iv) Slurry clean up: prevent water used for dust control or clean up from entering any public
right-of-way, storm drainage facility, or watercourse by using containment, vacuuming,
absorption, or other method to remove the slurry, and dispose of slurry and containment
materials properly. Follow additional procedures prescribed in the Fort Collins Stormwater
Criteria Manual or contract documents and specifications.
Dust Prevention and Control Manual Page 22
(b) Additional Best Management Practices: In the event 3.10(a)(i)-(iv) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) On-tool local exhaust ventilation: use a tool-mounted dust capture and collection system.
(ii) On-tool wet suppression: use a tool-mounted water application system.
(iii) Vacuuming: use a vacuum equipped with a HEPA filter simultaneously with cutting or
grinding operations.
(iv) Wet suppression: use a water sprayer or hose simultaneously with cutting or grinding
operations.
(v) Enclosure: conduct cutting or grinding within an enclosure with a dust collection system or
temporary tenting over the work area.
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Above: These photos illustrate how dust generated from cutting can be minimized by app/ying on-tool
wet suppression, an additiona/ best management practice associated with saw cutting and grinding.
Dust Prevention and Control Manual Page 23
3.11 Abrasive Blasting
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, x „ ��.sv � � -i�'+� :� ` "�` � =k3 ' 3���ii3..4� k _ J�-1 ia � v�. � .. �I� � z'..V+M� , ..
Above: This photo illustrates abrasive blasting without dust mitigation in place.
Abrasive blasting is used to smooth rough surfaces; roughen smooth surfaces; and remove paint, dirt,
grease, and other coatings from surfaces. Abrasive blasting media may consist of sand; glass, plastic or
metal beads; aluminum oxide; corn cobs; or other materials. Abrasive blasting typically generates a
significant amount of fugitive dust if not controlled. The material removed during abrasive blasting can
become airborne and may contain silica, lead, cadmium or other byproducts removed from the surface
being blasted.*
�3est Management Practices to Control Dust
(a) Required Best Management Practices: Any person, owner, or operator who conducts outdoor
abrasive blasting or indoor abrasive blasting with uncontrolled emissions vented to the outside and
whose operations are a dust generating activity or source shall implement the following best
management practices to prevent off-property transport of fugitive dust emissions:
(i) Restrict access: prevent the public from entering the area where dust emissions occur.
(ii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(iii) Equipment and work area clean up: use wet wiping, wet sweeping, or vacuuming with HEPA
filtration for equipment and work area clean up and do not cause dust to become airborne
during clean up.
(iv) Slurry clean up: prevent water used for dust control or clean up from entering any public
right-of-way, storm drainage facility, or watercourse by using containment, vacuuming,
absorption, or other method to remove the slurry, and dispose of slurry and containment
materials properly.
(b) Additional Best Management Practices: In the event 3.11(a)(i)-(iv) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Enclosure: conduct abrasive blasting within an enclosure with a dust collection system or
temporary tenting over the work area.
Dust Prevention and Control Manual Page 24
(ii) Wet suppression blasting: use one of several available methods that mix water with the
abrasive media or air during blasting operations.
(iii) Vacuum blasting: conduct air-based blasting that uses a nozzle attachment with negative air
pressure to capture dust.
(iv) Abrasive media: select less toxic, lower dust-generating blasting media.
* Blasting on surfaces that contain lead paint or wastes from sand blasting that contain hazardous materials may be subject
to additional state and federal requirements.
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Above: This photo illustrates wet suppression blasting, an additional best management practice.
Dust Prevention and Control Manual Page 25
3.12 Mechanical Blowin�
Mechanical blowers are commonly used to move dirt, sand, leaves, grass clippings and other
landscaping debris to a central location for easier pick-up and removal. Mechanical blowing with a leaf
blower can be a significant source of fugitive dust in some situations and can create nuisance conditions
and cause health effects for sensitive individuals. Mechanical blowing can re-suspend dust particles that
contain allergens, pollens, and molds, as well as pesticides, fecal contaminants, and toxic metals causing
allergic reactions, asthma attacks and exacerbating other respiratory illnesses.
f��s� 1�"�r�a���������r�t Practpc�s �o Contral i�u�t
(a) Required Best Management Practices: Any person, owner, or operator who operates a mechanical
leaf blower (gas, electric, or battery-powered) in a manner that is a dust generating activity or source
shall use the following best management practices as necessary to prevent off-property transport of
fugitive dust emissions
(i) Low speed: use the lowest speed appropriate for the task and equipment.
(ii) Operation: use the full length of the blow tube and place the nozzle as close to the ground as
possible.
(iii) High winds restriction: temporarily halt work activities during high wind events greater than
30 mph if operations would result in off-property transport.
(b) Additional Best Management Practices: In the event 3.11(a)(i)-(iii) are ineffective to prevent off-
property transport, the person, owner, or operator shall use at least one of the following best
management practices:
(i) Alternative method: use an alternative such as a rake, broom, shovel, manually push
sweeper or a vacuum machine equipped with a filtration system.
(ii) Prevent impact: do not blow dust and debris off-property or in close proximity to people,
animals, open windows, air intakes, or onto adjacent property, public right-of-way, storm
drainage facility, or watercourse.
Dust Prevention and Control Manual Page 26
Above: This photo illustrates mechanical blowing without dust mitigation in place.
(iii) Minimize use on dirt: minimize the use of inechanical blower on unpaved surfaces, road
shoulders, or loose dirt.
(iv) Wet suppression: use a light spray of water, as necessary and appropriate considering
current weather conditions, to dampen dusty work areas. Prevent water, dirt, and debris from
entering any storm drainage facility, or watercourse.
(v) Remove debris: remove and properly dispose of blown material immediately.
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Above: These photos illustrate alternative methods to mechanical blowing that can minimize dust
generation.
Dust Prevention and Control Manual Page 27
4.0 Dust Control Plan for Land Development Greater Than Five Acres
A dust control plan is required for all development projects or construction sites with greater than five
(5) acres in size. If the project is required to obtain a development construction permit, then the dust
control plan shall be submitted with the development review application or the development
construction permit application. A copy of the dust control plan shall be available onsite at all times for
compliance and inspection purposes.
For dust control plans associated with a Development Construction Permit (DCP) issued by the City,
applications for the DCP are available online at www.fc�ov.com/developmentreview/applications.php.
The dust control plan may be submitted on the Dust Control Plan Form included in Chapter 4 of this
Manual or other equivalent format and shall include the following information:
• Project name and location.
• Name and contact information of property owner.
• Project start and completion dates.
• Name and contact information of the developer, general contractor, and each contractor or
operator that will be engaged in an earthmoving activity.
• Total size of the development project or construction site in acres.
• A description of the project phasing or sequencing of the project to minimize the amount of
disturbed surface area at any one time during the project.
• A list of each dust generating activity or source associated with the project.
• A list of each best management practice and engineering control that will be implemented for
each dust generating activity or source.
• A list of additional best management practices that will be implemented if initial controls are
ineffective.
• A signed statement from the property owner, developer, general contractor, and each
contractor or operator engaged in an earthmoving activity acknowledging receipt of the Dust
Control Plan and an understanding of and ability to comply with the best management practices
in the plan.
Dust Prevention and Control Manual Page 28
r F ��ty of
ort Collins
�
PROJECT INFORMATION
Project Name
Project Location
Start and Completion Dates
Total Size of Project Site (acres)
Property Owner
name, address, phone, e-mail
General Contractor
name, address, phone, e-mail
Subcontractor or Operator
of a dust generating activity or source
name, address, phone, e-mail
DUST CONTROL PLAN
Maximum disturbed surface area at
any one time (acresJ
Developer
name, address, phone, e-mail
Subcontractor or Operator
of a dust generating activity or source
name, address, phone, e-mail
Subcontractor or Operator
of a dust generating activity or source
name, address, phone, e-mail
PROJECT PHASING OR SEQUENCING
Provide a description of how this project will be phased or sequenced to minimize the disturbed surface
area. Attach phasin� alan or maa if available.
Dust Prevention and Control Manual Page 29
DUST CONTROL PLAN CERTIFICATION
I certify the information and attachments contained in this Dust Control Plan are true and correct to the
best of my knowledge and that I and the project's subcontractors have received a copy of this Dust
Control Plan and acknowledge my understanding of and ability to comply with best management
practices for controlling fugitive dust emissions. I hereby permit City officials to enter upon the property
for the purpose of inspection of any dust generating activity or source for which I am the responsible
person, owner, or operator.
Name:
Title: Role on project:
Address: Phone:
Signature: Date:
***********************************************************
List of Subcontractors:
Title: Role on project:
Title: Role on project:
Title: Role on project:
Title: Role on project:
Title: Role on project:
Title: Role on project:
Title: Role on project:
Title: Role on project:
Dust Prevention and Control Manual Page 30
Dus� ����ven�ior� ancl Canti-o� Clieci�Yist
Instructions:
For projects over 5 acres, in addition to developing a Dust Control Plan (see chapter 4 of the manual), place an X in each
box indicating all best management practices (BMPs) that will be implemented for each activity. Fully shaded boxes are
required BMPs, hatched boxes are additional BMPs.
For projects less than 5 acres, the BMPs for bulk materials transport and saw cutting/grinding are required; other BMPs
are listed for use as a guide for preventing and controlling dust.
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a
Abrasive media
Asbestos or lead materials
Construction sequencing
Cover
CoverLoad
Enclosure
Equipment & work area clean up
Erosion control plan
High winds restriction
Location
Mechanical blowing techniques
Minimize disturbed area
Minimize drop height
On-tool local exhaust ventilation
On-tool wet suppression
Other method
Reduce vehicle speeds
Remove deposition
Restrict access
Slurry clean up
Soil retention
Stockpile permit
Surface improvements
Surface roughening
Sweeping
Track-out prevention system
Uncontrolled sweeping prohibited
Vacuum
Vegetation
Wet suppression
Wind barrier
*Note that in the parking lot and open area standards, only select one of the required BMPs to be in compliance.
Dust Prevention and Control Manual Page 31
5.0 Resources
5.1 Cross Reference to Codes, Standards, Regulations, and Palicies
Earthmoving Activities
Fort Collins Land Use Code Article 3 General Development Standards §3.2.2 Access, Circulation and
Parking.
Fort Collins Land Use Code Article 3 General Development Standards §3.4.1(N) Standards for Protection
During Construction.
Fort Collins Land Use Code Article 3 General Development Standards §3.4.2 Air Quality.
Fort Collins City Code, Chapter 5 Buildings and Building Regulations, Section 5-27 (59) §3602.1.1
Building demolitions.
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 23 Public Property §23-16. Permit required; exception in case of
emergency.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual, Volume 3, Chapter 7, Section 1.3 Policy, Standards and
Submittal Requirements, §1.3.3.e.5.
Fort Collins Stormwater Criteria Manual — Fact Sheet SM-1 Construction Phasing/Sequencing and Fact
Sheet EC-1 Surface Roughening.
Larimer County Land Use Code §8.11.4. Fugitive dust during construction.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.b
Construction Activities.
OSHA Safety and Health Regulations for Construction 29 CFR Part 1926.55 Gases, vapors, fumes, dusts,
and mists.
Demolition and Renovation
Fort Collins Land Use Code, Division 2.7 Building Permits §2.7.1
Fort Collins City Code, Chapter 5 Buildings and Building Regulations, Section 5-27 (59) §3602.1.1
Building demolitions.
Dust Prevention and Control Manual Page 32
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
State of Colorado, Air Quality Control Commission, Regulation Number 8, Part B Control of Hazardous
Air Pollutants, 5 CCR 1001-10.
Stockpiles
Fort Collins Land Use Code, Division 2.6 Stockpiling Permits and Development Construction Permits
§2.6.2.
Fort Collins Land Use Code §2.6.3 (K) Stockpiling Permit and Development Construction Permit Review
Procedures.
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual Volume 3, Chapter 7, Section 1.3 Policy, Standards and
Submittal Requirements, §1.3.3.e.7.
Fort Collins Stormwater Criteria Manual - Fact Sheet MM-2 Stockpile Management.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.c Storage and
Handling of Materials.
Street Sweepin�
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual - Fact Sheet SM-7 Street Sweeping and Vacuuming.
Track-out/Carry-out
Fort Collins Traffic Code, Part 1407 Spilling loads on highways prohibited.
Fort Collins Land Use Code §5.2.1 Definitions Maintenance (of a new/y constructed streetJ.
Fort Collins City Code: Chapter 20 — Nuisances, Article V- Dirt, Debris and Construction Waste, §Sec.
20-62. Depositing on streets prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual, Volume 3, Chapter 7, Section 1.3 Policy, Standards and
Submittal Requirements, §1.3.3.e.8.
Dust Prevention and Control Manual Page 33
Fort Collins Stormwater Criteria Manual — Fact Sheet SM-4 Vehicle Tracking Control.
Fort Collins Stormwater Criteria Manual — Fact Sheet SM-7 Street Sweeping and Vacuuming.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.a.(ii).(B)
General Requirements.
Bulk Materials Transport
Fort Collins Traffic Code, Part 1407 Spilling loads on highways prohibited.
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.f Haul Trucks.
Colorado Revised Statutes. 42-4-1407 Spilling loads on highways prohibited.
Unpaved Roads and Haul Roads
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.a Roadways
and §III.D.2.e Haul Roads.
Parkin� Lots
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Open Areas and Vacant Lots
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Saw Cutting and Grindin�
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Fort Collins Stormwater Criteria Manual — Fact Sheet SM-12 Paving and Grinding Operations.
Dust Prevention and Control Manual Page 34
Colorado Department of Transportation Standard Specifications for Road and Bridge Construction,
Section 208.04 Best Management Practices for Stormwater.
Abrasive Blastin�
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
Mechanical (Leaf) Blowin�
Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances
prohibited.
Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control.
�m2 ���� �f �'�r� Cc��lit�s 1�����ls �nc� Po�ic��s
Fort Collins Stormwater Criteria Manual http://www.fc�ov.com/utilities/business/builders-and-
developers/development-forms-�uidelines-re�ulations/stormwater-criteria
City of Fort Collins Parks and Recreation Environmental Best Management Practices Manual 2011,
Chapter Four: Best Management Practices for Construction http://www.fc�ov.com/parks/pdf/bmp.pdf
City of Fort Collins Building Design and Construction Standards, Oct. 2013
http://www.fc�ov.com/opserv/pdf/buildin�-desi�n-standards2.pdf?1390850442
City of Fort Collins, Recommended Species and Application Rates of Perennial Native Upland Grass Seed
for Fort Collins, Colorado.
City of Fort Collins Plant List, Apri12011.
5a3 R����e�ic�s fo�9 �u�� C���tt�o➢
Leaf Blowin�
A Report to the California Legislature on the Potential Health and Environmental Impacts of Leaf
Blowers, California Environmental Protection Agency—Air Resources Board, Feb. 2000.
http://www.arb.ca.�ov/mspro�/mailouts/msc0005/msc0005.pdf
Abrasive Blastin�
Sandblasting and Other Air-based Blasting Fact Sheet, Minnesota Pollution Control Agency, Dec. 2011.
Protecting Workers from the Hazards of Abrasive Blasting Materials, OSHA Fact Sheet.
California Air Resources Board, Abrasive Blasting Program.
http://www.arb.ca.�ov/ba/certabr/certabr.htm
Dust Prevention and Control Manual Page 35
Saw Cutting
OSHA Fact Sheet on Crystalline Silica Exposure
https://www.osha.�ov/OshDoc/data General Facts/crvstalline-factsheet.pdf
State of New Jersey — Dry Cutting and Grinding Fact Sheet
http://www.state.nl.us/health/surv/documents/dry cuttin�.pdf
Centers for Disease Control and Prevention - Engineering Controls for Silica in Construction
http://www.cdc.�ov/niosh/topics/silica/cutoffsaws.html
Shepherd-S; Woskie-S, Controlling Dust from Concrete Saw Cutting. Journal of Occupational and
Environmental Hygiene, 2013 Feb; 10(2):64-70. http://www.cdc.�ov/niosh/nioshtic-2/20042808.html
Akbar-Khanzadeh F, Milz SA, Wagner CD, Bisesi MS, Ames AL, Khuder S, Susi P, Akbar-Khanzadeh M,
Effectiveness of dust control methods for crystalline silica and respirable suspended particulate matter
exposure during manual concrete surface grinding. Journal of Occupational and Environmental Hygiene,
2010 Dec;7(12):700-11. http://www.ncbi.nlm.nih.�ov/pubmed/21058155
HSE, On-Tool Controls to Reduce Exposure to Respirable Dusts in the Construction Industry — A Review.
Health and Safety Executive, RR926, 2012, Derbyshire, U.K.
http://www.hse.�ov.uk/research/rrpdf/rr926.pdf
Croteau G, Guffey S, Flanagan ME, Seixas N, The Effect of Loca/ Exhaust Ventilation Controls on Dust
Exposures During Concrete Cutting and Grinding Activities. American Industrial Hygiene Association
Journal, 2002 63:458-467
http://deohs.washin�ton.edu/sites/default/files/ima�es/�eneral/CroteauThesis.pdf
Unpaved Roads, Parkin� Lots, and Open Areas
Dust Control from Unpaved Roads and Surfaces, Code 373, USDA-NRCS, April 2010.
http://www.nres.usda.�ov/Internet/FSE DOCUMENTS/nres143 025946.pdf
CPWA, 2005, Dust Control for Unpaved Roads, A Best Practice by the National Guide to Sustainable
Municipal lnfrastructure, Canadian Public Works Association.
Colorado Forest Road Field Handbook, Colorado State Forest, Editor: Richard M. Edwards, CF; CSFS
Assistant Staff Forester, July 2011.
Fay L., Kociolek A., Road Dust Management and Future Needs: 2008 Conference Proceedings, Western
Transportation Institute, March 2009.
Chemical Stabilizers
Interim Guidelines on Dust Palliative Use in Clark County, Nevada. Nevada Division of Environmental
Protection, Feb. 2001. http://ndep.nv.�ov/admin/dustpal.pdf
Bolander, Peter, ed. 1999. Dust Palliative Selection and Application Guide. Project Report. 9977-1207-
SDTDC. San Dimas, CA: U.S. Department of Agriculture, Forest Service, San Dimas Technology and
Development Center. http://www.fs.fed.us/en�/pubs/html/99771207/99771207.html
Dust Prevention and Control Manual Page 36
Techniques for Fugitive Dust Control — Chemical Suppressants, City of Albuquerque NM, website last
accessed on Oct. 25, 2014.
http://www.cabq.�ov/airqualitv/business-pro�rams-permits/ordinances/fu�itive-dust/fu�itive-dust-
control
USDA BioPreferred Catalog: Dust Suppressants
http://www.biopreferred.�ov/BioPreferred/faces/catalo�/Catalo�.xhtml
USGS Columbia Environmental Research Center Project: Environmental Effects of Dust Suppressant
Chemicals on Roadside Plant and Animal Communities,
http://www.cerc.us�s.�ov/Prolects.aspx?Prolectld=77
Street Sweepin�
U.S. Department of Transportation, Federal Highway Administration, Stormwater Best Management
Practices: StreetSweeperFactSheet. http://environment.fhwa.dot.�ov/ecosystems/ultraurb/3fs16.asp
A�riculture and Livestock
Agricultural Air Quality Conservation Measures - Reference Guide for Cropping Systems and General
Land Management, USDA-NRCS, Oct. 2012.
http://www.nres.usda.�ov/Internet/FSE DOCUMENTS/stelprdb1049502.pdf
Dust Control from Animal Activity on Open Lot Surfaces, Code 375, USDA-N RCS, Sept. 2010.
http://www.nres.usda.�ov/Internet/FSE DOCUMENTS/nres143 025821.pdf
Residue and Tillage Management, Reduced Till, Code 345, USDA-NRCS, Dec. 2013.
http://www.nres.usda.�ov/Internet/FSE DOCUMENTS/stelprdb1251402.pdf
Herbaceous Wind Barriers, Code 603, USDA-NRCS, Jan. 2010.
http://www.nres.usda.�ov/Internet/FSE DOCUMENTS/nres143 025927.pdf
Michalewicz, D. A., J. D. Wanjura, B. W. Shaw, and C. B. Parnell. 2005. Evaluation of sources and controls
of fugitive dust from agricultural operations. In Proc. 2005 Beltwide Cotton Conference.
http://caaqes.tamu.edu/Publication-Particulate%20Matter.html
Harner J., Maghirang R., Razote E., Water Requirements for Dust Control on Feedlots, from the
proceedings of Mitigating Air Emissions From Animal Feeding Operations Conference, May 2008.
http://www.extension.or�/pa�es/23966/water-requirements-for-dust-control-on-feedlots
California Air Pollution Control Officers Association Agriculture Clearinghouse
http://www.capcoa.or�/ag-clearin�house/
U.S. Department of Agriculture Natural Resources Conservation Service - Nevada, Fugitive Dust: A Guide
to the Control of Windblown Dust on Agricultural Lands in Nevada. Jan. 2007.
http://www.cdsn.or�/ima�es/Fu�itiveDustGuide v7 201 .pdf
Demolition and Renovation
CDPHE, Demolition and Asbestos Abatement forms and information
https://www.colorado.�ov/pacific/cdphe/asbestos-forms
Dust Prevention and Control Manual Page 37
Earthmovin� Activities
CDPHE, An Overview of Colorado Air Regu/ations for Land Development, August 2014
https://www.colorado.�ov/pacific/sites/default/files/AP Land-Development-Guidance-Document 1.pdf
Working With Dirt When the Wind Blows
http://www.gradin�andexcavation.com/GX/Articles/Workin� With Dirt When the Wind Blows 5455
.aspx
EPA — Stormwater Best Management Practices: Dust Control
http://water.epa.�ov/polwaste/npdes/swbmp/Dust-Control.cfm
EPA—Stormwater Best Management Practices: Wind Fences and Sand Fences
http://water.epa.�ov/polwaste/npdes/swbmp/Wind-Fences-and-Sand-Fences.cfm
EPA—Stormwater Best Management Practices: Construction Sequencing
http://water.epa.�ov/polwaste/npdes/swbmp/Construction-Sequencin�.cfm
EPA — Stormwater Best Management Practices: Construction Entrances
http://water.epa.�ov/polwaste/npdes/swbmp/Construction-Entrances.cfm
An Overview of Colorado Air Regulations for Land Development. Colorado Department of Public Health
and Environment—Air Pollution Control Division.
https://www.colorado.�ov/pacific/sites/default/files/AP Land-Development-Guidance-Document 1.pdf
Health Effects of Particulate Matter
U.S. Environmental Protection Agency, Integrated Science Assessment for Particulate Matter.
EPA/600/R-08/139F Dec. 2009.
http://cfpub.epa.�ov/ncea/cfm/recordisplay.cfm?deid=216546#Download
World Health Organization, Health Effects of Particulate Matter- Policy. 2013
http://www.euro.who.int/ data/assets/pdf file/0006/189051/Health-effects-of-particulate-matter-
final-En�.pdf
Preventing Silicosis in Construction Workers, NIOSH http://www.cdc.�ov/niosh/docs/96-112/
General
DustAbatement Handbook, Maricopa County Air Quality Department, June 2013.
http://www.maricopa.�ov/aq/divisions/compliance/dust/docs/pdf/Rule%20310-Dust%20Handbook.pdf
Fugitive Dust Control: Self Inspection Handbook, California Air Resources Board, 2007.
http://www.arb.ca.�ov/pm/fu�itivedust lar�e.pdf
WRAP Fugitive Dust Handbook, Western Governors' Association. Sept. 2006.
Managing Fugitive Dust: A Guide for Compliance with the Air Regulatory Requirements for Particulate
Matter Generation, Michigan Department of Environmental Quality. March 2014.
Colorado Oil and Gas Conservation Commission, Rules and Regulations, Rule 805 Odors and Dust
http://co�cc.state.co.us/
Dust Prevention and Control Manual Page 38
APPENDIX I
EROSION CONTROL PLANS
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KEY MAP
N.T.S.
INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
WASTE DISPOSAL AREAS, FUELING AND CONSTRUC110N
WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE ' ��
FLOW ARROWS �
STABILIZED STAGING AREA ssa �
CONCRETE WASHOUT AREA �WA O
VEHICLE TRACKING CONTROL ��
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748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE 1 " = 50�
DATE
JULY 17, 2024
SHEET
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KEY MAP
N.T.S.
INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
WASTE DISPOSAL AREAS, FUELING AND CONSTRUC110N
WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE ' ��
FLOW ARROWS �
STABILIZED STAGING AREA ssa �
CONCRETE WASHOUT AREA �WA O
VEHICLE TRACKING CONTROL ��
SILT FENCE SF SILT—
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CONSULIING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE 1 " = 50�
DATE
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21 of 218
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KEY MAP
N.T.S.
INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
WASTE DISPOSAL AREAS, FUELING AND CONSTRUC110N
WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE ' ��
FLOW ARROWS �
STABILIZED STAGING AREA ssa �
CONCRETE WASHOUT AREA �WA ■
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VEHICLE TRACKING CONTROL ��
SILT FENCE SF SILT—
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TST, INC.
CONSULIING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE 1 " = 50�
DATE
JULY 17, 2024
SHEET
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KEY MAP
N.T.S.
INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
WASTE DISPOSAL AREAS, FUELING AND CONSTRUC110N
WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTAT10N OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCT10N. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE ' ��
FLOW ARROWS �
STABILIZED STAGING AREA ssa �
CONCRETE WASHOUT AREA �WA �
VEHICLE TRACKING CONTROL ��
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Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE 1 " = 50�
DATE
JULY 17, 2024
SHEET
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N.T.S.
INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
WASTE DISPOSAL AREAS, FUELING AND CONSTRUC110N
WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE
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FLOW ARROWS �
STABILIZED STAGING AREA ssa �
CONCRETE WASHOUT AREA �WA O
VEHICLE TRACKING CONTROL ��
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TST, INC.
CONSULIING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE 1 " = 50�
DATE
JULY 17, 2024
SHEET
24 of 218
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INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
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WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
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MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE
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Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE 1 " = 50�
DATE
JULY 17, 2024
SHEET
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INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
WASTE DISPOSAL AREAS, FUELING AND CONSTRUC110N
WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE � ��
FLOW ARROWS �
STABILIZED STAGING AREA ssA �
CONCRETE WASHOUT AREA cwa, �
VEHICLE TRACKING CONTROL ��
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CONSULIING ENGINEERS
748 Whalers Way
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Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE 1 " = 50�
DATE
JULY 17, 2024
SHEET
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INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
WASTE DISPOSAL AREAS, FUELING AND CONSTRUC110N
WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO TIMBERLINE RD AND
MOUNTAIN VISTA DR
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TEMPORARY EROSION PREVEN110N CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDITIONAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL
STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIPTION OF
BEST MANAGEMENT PRACIICES.
IT IS THE CONTRACTOR'S RESPONSIBILJTY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTAl10N OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUCTION.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETTING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE
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CONCRETE WASHOUT AREA �WA O
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1230.0009.00
SCALE 1 " = 50�
DATE
JULY 17, 2024
SHEET
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INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
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WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE � ��
FLOW ARROWS �
STABILIZED STAGING AREA ssA �
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TST, INC.
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Phone: 970.226.0557
JOB N0.
1230.0009.00
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DATE
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KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE
FLOW ARROWS
SEEDING AND MULCHING
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CONSULIING ENGINEERS
748 Whalers Way
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Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
DATE
JULY 17, 2024
feet ' SHEET
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KEY MAP
N.T.S.
INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
WASTE DISPOSAL AREAS, FUELING AND CONSTRUC110N
WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE
FLOW ARROWS
SEEDING AND MULCHING
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CONSULIING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE 1 " = 50�
DATE
JULY 17, 2024
SHEET
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INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
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WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE
FLOW ARROWS
SEEDING AND MULCHING
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JOB N0.
1230.0009.00
SCALE 1 " = 50�
DATE
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N.T.S.
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• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
WASTE DISPOSAL AREAS, FUELING AND CONSTRUC110N
WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSIT10NS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
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STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
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REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCT10N. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE
FLOW ARROWS
SEEDING AND MULCHING
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748 Whalers Way
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Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE 1 " = 50�
DATE
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N.T.S.
INITIAL BMP'S:
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
WASTE DISPOSAL AREAS, FUELING AND CONSTRUC110N
WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KiTs)
• SILT FENCE INSTALLATION ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFTER THE INITIAL FILLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVENTION CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDI110NAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSITIONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDI110NS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FlNAL
STABILIZAl10N WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DIS1lJRBED AREA WHICH HAS NOT REACHED FINAL
STABILIZAl10N WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACTiCES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE
,^•�
RP
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FLOW ARROWS
SEEDING AND MULCHING
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748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE
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DATE
JULY 17, 2024
SHEET
34 of 218
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KEY MAP
INITIAL BMP'S: N. T. S.
• STABILIZED STAGING AREA (INCLUDES SOLID AND SANITARY
WASTE DISPOSAL AREAS, FUELING AND CONSTRUC110N
WATER FILLING AREAS, AND LOCATION OF SPILL CLEAN UP
KITS)
• SILT FENCE INSTALLATtON ADJACENT TO 11MBERLINE RD AND
MOUNTAIN VISTA DR
THESE AND ANY OTHER CONTROLS DEEMED NECESSARY BY THE
CONTRACTOR ARE INTENDED TO BE INSTALLED BEFORE THE
MAJORITY OF CONSTRUCTION BEGINS.
INTERIM AND FINAL BMP'S:
AFIER THE INI?lAL FlLLING AND GRADING OF THE SITE, THE
CONTRACTOR SHALL ALSO MARK ON THIS PLAN THE
TEMPORARY EROSION PREVEN110N CONTROLS SUCH AS:
• TEMPORARY SEEDING
• MULCHING
• SURFACE ROUGHENING
• ADDITIONAL SILT FENCE
CONTROLS ARE TO BE INSTALLED AS THE SITE TRANSI?IONS
FROM ONE SEQUENCE TO ANOTHER AND THEY SHALL BE
UPDATED AND FIELD CHANGED AS SITE CONDITIONS CHANGE.
ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL
STABILIZATION WITHIN 2 WEEKS OF BEING DISTURBED SHALL
RECEIVE SURFACE ROUGHENING.
ANY DISTURBED AREA WHICH HAS NOT REACHED FINAL
STABILIZATION WITHIN 30 DAYS SHALL BE TEMPORARILY SEEDED
AND MULCHED. MULCH SHOULD BE SPREAD EVENLY AT A RATE
OF 2 TONS PER ACRE AND SHALL BE TACKED OR FASTENED BY
AN APPROVED METHOD SUITABLE FOR THE TYPE OF MULCH
USED.
THESE MUST BE INSTALLED WITHIN 30 DAYS OF COMPLETED
GRADING OPERATIONS.
REFER TO THE SWMP REPORT FOR A DETAILED DESCRIP110N OF
BEST MANAGEMENT PRACIICES.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND
IMPLEMENT THE SWMP PLAN. THESE EROSION CONTROL PLANS
PROVIDE A PLACE FOR THE CONTRACTOR TO DOCUMENT THE
IMPLEMENTATION OF THE PLAN AND DO NOT NECESSARILY
SHOW ALL OF THE BMPS THAT WILL BE NEEDED DURING
CONSTRUCTION. THESE PLANS NEED TO BE UPDATED, BY THE
CONTRACTOR, THROUGHOUT CONSTRUC110N.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES
GREATER THAN 3:1. PROPEX LANDLOK CS2, OR OTHER
BLANKET MADE OF LOOSE, WOVEN NETIING, SHALL BE USED TO
PREVENT ANIMAL ENTRAPMENT.
LEGEND
LIMIT OF DISTURBANCE
f 7��Pi'�1:�:%1'i`E�`7
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TABLE OF CALCULATIONS
Total Disturbed Project Area 143.40 Acres
Total "Onsite" Area of Disturbance 143.40 Acres
Total "Offsite" Area of Disturbance N/A
Total Storage/StagingArea N/A
Total Haul Roads Area N/A
Construction Vehicle Traffic Area N/A
Est. Percent of Project Area Exposed 100%
Est. Percent Vegetative Cover 90% Density
ExistingSoil Type Group D Clay Loam
Groundwater Depth 15 Feet
Number of Phases w/ Project N/A
Total Volume of Imported (+) /
Exported (-) Materials N/A
Total Area ofStockpilingof Fill or
Borrow Areas Off Site 0 Sq. Feet
Steepest Slope 4:1 H:V
Distance from a Riparian Area or
Sensitive Area 30 Feet
100 � 100 200
scale 1 "=100' feet
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TST, INC.
CONSULIING ENGINEERS
748 Whalers Way
Suite 200 Fort Collins
Colorado 80525
Phone: 970.226.0557
JOB N0.
1230.0009.00
SCALE 1 " = 100�
DATE
JULY 17, 2024
SHEET
35of218