HomeMy WebLinkAboutLINCOLN CORRIDOR HOTEL - PDP - PDP170026 - SUBMITTAL DOCUMENTS - ROUND 1 - STORMWATER MANAGEMENT PLANSTORM WATER MANAGEMENT PLAN
PREPARED FOR
Lincoln Hotel
Fort Collins, Co
PREPARED BY
Olsson Associates
1880 Fall River Drive, Suite 200
Loveland, CO 80538
970.461.7733
Contact: Mike Maurer
July, 2017
Olsson Associates Project No. 017-0150
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Table of Contents
1.0 Site Description ................................................................................................................. 2
1.1.1 Site Location ..................................................................................................... 2
1.1.2 Nature of Construction ...................................................................................... 2
1.1.3 Existing Site Conditions ..................................................................................... 2
1.1.4 Acreage & Earthwork Volumes .......................................................................... 2
1.1.5 Soils .................................................................................................................. 2
1.1.6 Drainage Patterns ............................................................................................. 3
1.1.7 Receiving Body of Water(s) ............................................................................... 3
1.1.8 Proposed Sequence for Major Activities ............................................................ 4
2.0 Stormwater Management Controls .................................................................................... 5
2.1.1 Administrator ..................................................................................................... 5
2.1.2 Materials on site ................................................................................................ 5
2.1.3 Potential Pollutants ............................................................................................ 7
2.1.4 Non-Stormwater Discharges ............................................................................. 9
2.1.5 Materials Handling and Spill Prevention ...........................................................11
2.1.6 Waste Management and Materials Handling ....................................................13
3.0 Best Management Practices ............................................................................................ 16
3.1.1 Purpose ............................................................................................................16
3.1.2 Description and Maintenance ...........................................................................16
3.1.3 Phasing and Sequencing ..................................................................................17
4.0 Final Stabilization ............................................................................................................. 18
4.1.1 Purpose ............................................................................................................18
4.1.2 Post-Construction BMPs ..................................................................................18
List of Appendices
Appendix A Site Map
Appendix B Inspection Form
Appendix C Inspection Qualifications
Appendix D NOI Application & Permit
Appendix E Construction Site Notice, Spill Report Form, NRCS Soil Map/Report
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1.0 SITE DESCRIPTION
1.1.1 Site Location
The proposed project is located in the southeast quarter of section 12, township 7 north, range
69 west of the 6th P.M. City of Fort Collins, County of Larimer, State of Colorado. The proposed
site is bordered on the north by Lincoln Avenue and on the south by the Cache La Poudre
River.
The approximate center of the site is located at the following coordinates:
Decimal
Degrees
Degrees
Minutes
Seconds
Latitude 40.587964 40 35 16.67
Longitude -105.065383 -105 03 55.38
1.1.2 Nature of Construction
The project consists of construction of a hotel building, parking lot and infrastructure on the site.
The stormwater runoff will be directed to the south via overland flow to the proposed detention
ponds which drain into the Cache La Poudre River. The Limits of Construction (LOC) for the
work have been established on the Erosion Control Plan. The project will provide permanent
stabilization through vegetation on all disturbed areas.
1.1.3 Existing Site Conditions
The contractor is responsible for taking pre-disturbance photos.
1.1.4 Acreage & Earthwork Volumes
Total Site Acreage
4.37
AC
Excavation (Cut)
Fill
2,230 CY
12,803 CY
Total Disturbed
Acreage
4.37
AC
Net
10,573 CY
(Fill)
The earthwork cut and fill quantities are based on the difference between finished and existing surfaces,
including a fill factor of 1.20, and should not to be used for bidding purposes.
1.1.5 Soils
According to the NRCS Soil Survey conducted for the area of interest, soils for the project
consist of:
• Loveland Clay Loam, 0 to 1 percent slopes
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Loveland Clay Loam with a slope between 0 and 1 percent containing a whole soil K-Factor of
0.20, exhibit a risk for sheet and rill erosion. These soils are classified as Hydrologic Group A
and have a Wind Erodibility rating of 6, which indicates that the soil has a low susceptibility to
wind erosion.
1.1.6 Drainage Patterns
Drainage patterns will be altered to direct flows to the proposed detention ponds. The detention
pond will be released into the Cache La Poudre River.
1.1.6.1 Pre-Construction Drainage Patterns
In the existing conditions, runoff flows south towards the Cache La Poudre River. Currently the
site has an office building, workshop, multiple storage sheds, paved parking lot, and a gravel
storage area and has slopes from 0 to 1 percent.
1.1.6.2 Post Construction Drainage Patterns
Due to the proposed changes in site grading, the site will drain to the south where runoff will be
collected in the detention ponds.
1.1.7 Receiving Body of Water(s)
The existing site drains to the Cache La Poudre River to the south. The Cache La Poudre River
is classified as impaired. Information about this is provided in the following tables:
Table 1 – Names of Receiving Waters
Name(s) of the first surface water that receives stormwater directly from the site and/or
from the MS4 (note: multiple rows provided where your site has more than one point of
discharge that flows to different surface waters)
Distance to
receiving water(s).
1. Cache La Poudre River 90 feet
Table 2 – Impaired Waters / TMDLs (Answer the following for each surface water listed in Table 1 above)
Is this surface water
listed as “impaired”?
If you answered yes, then answer the following:
What pollutant(s) are
causing the
impairment?
Has a TMDL
been completed?
Title of the
TMDL
document
Pollutant(s) for
which there is a
TMDL
1. YES NO Selenium YES NO
Describe the method(s) you used to determine whether or not your project/site discharges to an impaired water:
EPA My Waters Mapper Online Application. http://watersgeo.epa./gov/mwm/
Table 3 – Tier 2, 2.5, or 3 Waters (Answer the following for each surface water listed in Table 1 above)
Is this surface water designated as
a Tier 2, Tier 2.5, or Tier 3 water?
If you answered yes, specify which Tier (2, 2.5, or 3) the surface
water is designated as?
1. YES NO Water is designated as Category 5 of Colorado 303(d) listings.
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1.1.8 Proposed Sequence for Major Activities
The following summarizes the proposed sequence of major activities for construction:
• Installation of temporary erosion and sediment control measures along the perimeter
of the site (i.e. silt fence, construction fence, stabilized staging area) in addition to
vehicle tracking control at the construction site entrance, inlet protection for the
existing inlets, and a concrete washout area.
• Site clearing and grubbing.
• Site overlot grading.
• Installation of utilities and infrastructure.
• Excavation/Fill of overlot grading and stormwater diversion structures.
• Re-vegetation in disturbed areas for final stabilization.
• Removal of temporary BMPs that are no longer required.
*Please refer to Section 3.1.3 of this SWMP for phasing of BMPs associated with the sequencing of major construction activities.
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2.0 STORMWATER MANAGEMENT CONTROLS
2.1.1 Administrator
TO BE DETERMINED
Contact info:
Name
Phone
Email:
Fax:
2.1.2 Materials on site
The table listed below is an inventory of potential materials that will be on site during
construction. These materials have potential to become pollutants associated with stormwater
discharge. The table shows the materials, potential pollutants associated with the materials,
and the BMP(s) that will be used on site to eliminate the possible discharge of pollutants.
Please note that some of the BMPs are considered administrative (or non-structural) in that
they are more concerned with proper guidance and education with on-site staff, while the other
BMPs are structural.
Note to SWMP Administrator: The populated list below will serve as an initial
guidance to the potential on site material and the potential pollutants associated
with those materials. The list also provides BMPs (structural and non-structural)
for the associated pollutants. However, it is the responsibility of the SWMP
Administrator to continually update and monitor the inventory list and ensure that
each potential pollutant has a BMP installed to eliminate their discharge
possibility.
Material Trade
Name
Applicable
to Site
Y or N
Potential
Pollutant
Associated BMP(s)
Glue, Adhesives Y Polymers, epoxies
• Disposal of used containers must follow
manufacturer specifications.
• Proper application (see manufacturer
recommendations).
• Storage of glues and adhesives:
Properly sealed containers on a pallet,
preferably under shelter or tarp.
• Secondary containment practices.
Fertilizer Y
Nitrogen,
Phosphorous
• Follow manufacturer’s application
specifications.
• Do not apply prior to storm event.
• Storage: Tightly sealed containers,
placed on a pallet, preferably under
shelter or tarp.
• Secondary containment practices.
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Material Trade
Name
Applicable
to Site
Y or N
Potential
Pollutant
Associated BMP(s)
Cleaning Solvents Y
Perchloroethylene,
methylene
chloride,
trichloroethylene,
petroleum
distillates
• Proper application (see manufacturer
recommendations).
• Disposal of used containers and excess
material must follow manufacturer
specifications.
• Storage: Tightly sealed containers,
placed on a pallet, preferably under
shelter or tarp.
• Secondary containment practices.
Hydraulic Oil/Fluids Y Mineral oil
• Proper application (see manufacturer
recommendations).
• Disposal of used containers and excess
material must follow manufacturer
specifications.
• Storage: Tightly sealed containers,
placed on a pallet, preferably under
shelter or tarp.
• Secondary containment practices.
• All on-site vehicles will be routinely
inspected for leaks and drips.
Gasoline Y
Benzene, ethyl
benzene, toluene,
xylene, MTBE
• Proper application (see manufacturer
recommendations).
• Disposal of used containers and excess
material must follow manufacturer
specifications.
• Storage: Tightly sealed containers,
placed on a pallet, preferably under
shelter or tarp.
• Secondary containment practices.
• All on-site vehicles will be routinely
inspected for leaks and drips.
Antifreeze/ Coolant Y
Ethylene glycol,
propylene glycol,
heavy metals
(copper, lead, zinc)
• Proper application (see manufacturer
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Material Trade
Name
Applicable
to Site
Y or N
Potential
Pollutant
Associated BMP(s)
generating processes movement of dust and particulates
include but are not limited to the
following:
• watering practices during earth moving
activities
• the application of a chemical substance
to bind the dirt to the earth during
construction
• speed limit controls to ensure minimal
dust kick up produced by moving
vehicles
• Ceasing any earth moving activity
during high wind.
• Other BMPs may be introduced on site
during construction. These BMPs will
be reflected in Section 3.1.2 and
Section 3.1.3 of this SWMP.
Boring Activities N Bentonite
The use of Bentonite may be used on site
when temperatures and conditions
warrant its use. While using Bentonite on
site the following BMPs will be
implemented to protect its discharge into
stormwater:
• Proper application (see manufacturer
recommendations).
• Disposal of used containers and excess
material must follow manufacturer
specifications.
• Storage: Tightly sealed containers,
placed on a pallet, preferably under
shelter or tarp.
• Secondary containment practices.
• Use of a designated containment pit
and/or a vacuum truck for removal from
project site.
2.1.3 Potential Pollutants
The following table lists the major construction activities and the potential pollutants that are
associated with the activities. The table also identifies the BMPs (structural and non- structural)
used to minimize and eliminate possible discharge of the potential pollutants with stormwater
discharge.
Note to SWMP Administrator: The populated list below will serve as an initial
guidance to the potential pollutants associated with major construction activities.
The list also provides BMPs (structural and non-structural) for the associated
pollutants. However, it is the responsibility of the SWMP Administrator to
continually update and monitor the inventory list and ensure that each potential
pollutant has a BMP installed to eliminate their discharge possibility.
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Major Construction
Activity
Applicable
to Site
Y or N
Potential Pollutant Associated BMP(s)
Clearing and
grubbing operations
Y
Sediment; oil;
grease; hydraulic
fluid; fuel
• Perimeter BMPs must be in place and
functional prior to activity.
Grading Operations Y
Sediment (including
dust particles); oil;
grease; hydraulic
fluid; fuel
• Perimeter BMPs must be in place and
functional prior to activity.
• Dust control practices must be
implemented.
• All disturbed soils that will not be
paved, built on or fully landscaped
within 60 days must be seeded with a
temporary or permanent vegetative
cover within 14 days after completion
of grading operations.
• All on-site vehicles will be routinely
inspected for leaks and drips.
Soil Import
Operations
Y
Sediment; oil;
grease; hydraulic
fluid; nutrients.
• All imports of soil materials must be
appropriately covered to prevent the
loss of any material.
• Stockpiling of imported soils must
adhere to stockpiling practices in this
table.
Utility Excavation
Operations
Y
Sediment; oil;
grease; hydraulic
fluid.
• Perimeter BMPs must be in place and
functional prior to activity.
• Vehicle tracking controls must be
implemented.
Landscaping
Operations
Y
Sediment; oil;
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Major Construction
Activity
Applicable
to Site
Y or N
Potential Pollutant Associated BMP(s)
is prohibited (i.e. construction fence;
concrete barrier).
Loading and
Unloading Operations
Y
Sediment (including
dust particles).
Damage to
structural BMPs.
• SWMP Administrator must educate
site workers on appropriate loading
and unloading procedures to minimize
vehicle tracking and damage to
structural BMPs.
Dedicated Asphalt
and Concrete Batch
Plants
N
Limestone, sand,
pH; Oil, petroleum
distillates
N/A to the site
2.1.4 Non-Stormwater Discharges
In accordance with I.D.3.b. of the CDPS General Permit for Stormwater Discharges Associated
with Construction Activity, discharges from the following sources that are combined with
stormwater discharges associated with construction activity may be authorized by the
Stormwater Construction permit, provided that the non-stormwater component of the discharge
is identified in the SWMP (see Part I.C.1.g of the permit):
• Emergency firefighting activities
• Landscape irrigation return flow
• Uncontaminated springs
• Discharges to the ground of concrete washout water from washing of tools and concrete
mixer chutes are allowed under this SWMP, provided that: the washout water is confined
in a concrete washout area and does not leave the site as surface runoff or to surface
waters, and does not connect directly to the groundwater table.
• Certain construction dewatering discharges. The WQCD’s General Permit for
Stormwater Discharges from Construction Activities allows for dewatering of
groundwater and stormwater to the ground surface to allow for infiltration on the site. No
groundwater from construction dewatering will be discharged as surface runoff or to
surface waters on the site. It is not anticipated that dewatering activities will be required
during this project. However, if dewatering becomes necessary, groundwater and/or
stormwater may be pumped from excavations or trenches to the ground surface on the
site for infiltration or evaporation. The location of pumping and deposition of the
groundwater or stormwater will be marked on the site plan prior to the start of pumping
activities. If it becomes necessary to pump groundwater off site or into a waterway or
storm sewer, then a groundwater discharge permit must be obtained from the State prior
to engaging such activities.
The following table lists remaining non-stormwater discharge activities and the associated
BMPs (structural and non-structural) used to minimize and eliminate discharge of pollutants.
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Note to SWMP Administrator: The populated list below will serve as an initial guidance to
non-stormwater discharge activities. The list also provides BMPs (structural and non-
structural) for the associated activities. However, it is the responsibility of the SWMP
Administrator to continually update and monitor the inventory list and ensure that each
activity has a BMP installed to eliminate any discharge possibility.
Non-Stormwater Discharge
Activity
Associated BMPs
Vehicle Equipment
Maintenance and Fueling
• Designate a specific location for vehicle maintenance.
• Provide proper containment around the perimeter of
maintenance area.
• Designate a specific location for vehicle fueling.
• All fuel to be used and stored on site shall be placed in
secondary containment.
• Spill kits should be available at maintenance and fueling
areas.
• Areas shall be inspected thoroughly preferably at more
frequent intervals than regular stormwater inspections.
• Educate all personnel on proper fueling and maintenance
practices to avoid any discharge of pollutants.
• Educate personnel on spill response techniques.
• Identify maintenance and fueling location(s) on the SWMP
site map.
Illegal Connections/Illicit
Discharges into Storm Sewer
System
• Pre-existing areas of contamination or known discharges
will be expressed in site conditions Section 1.1.3 of this
SWMP (if these areas or occurrences are known).
• Inspect site prior to beginning work for evidence of illegal
discharges or connections.
Sanitary and Septic Wastes
• All sanitary waste will be collected from portable units a
minimum of three times per week or as required by local,
State, or Federal regulation.
• The responsible party shall ensure that a qualified and
licensed sanitary waste management contractor collect the
sanitary waste from the portable units.
Construction Dewatering
• Construction dewatering water cannot be discharged to
surface waters or storm sewer systems without separate
permit coverage.
• The discharge of construction dewatering waters to the
ground may be allowed by the Stormwater Construction
Permit when appropriate BMPs are implemented and the
discharge does not leave the site as surface runoff or to
storm sewer systems/surface waters.
• The SWMP Administrator will be responsible for making the
necessary changes to the SWMP if dewatering must be
completed on site. The changes will be reflected in
Appendix E of this SWMP.
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2.1.5 Materials Handling and Spill Prevention
2.1.5.1 Purpose
The purpose is to prevent or reduce the discharge of pollutants to drainage systems or
watercourses from leaks and spills by reducing the chance for spills, stopping the source of
spills, containing and cleaning up spills, properly disposing of spill materials, and training
employees on spill prevention control measures, proper cleanup and notification/reporting
requirements.
2.1.5.2 Practices
The following lists the proposed spill response practices for on-site personnel:
1. Manufacturer’s recommended methods for spill cleanup will be clearly posted and site
personnel will be made aware of the procedures, the location of the information, and
cleanup supplies.
2. Materials and equipment necessary for spill cleanup (spill kit) will be kept in the material
storage area on-site. Equipment and materials will include, but not limited to, brooms,
dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal
trash containers specifically for this purpose. Spill kit shall be inspected regularly and
maintained by the contractor. Contractor shall provide spill kit and any additional items
required for spill cleanup.
3. All spills will be cleaned up immediately after discovery. Spills shall be disposed of at an
approved waste site.
4. The spill area will be kept well ventilated and personnel will wear appropriate protective
clothing to prevent injury from contact with a hazardous substance.
5. All spills of 5 gallons or more shall be reported to Larimer County and the general
contractor, as well as those spills which threaten to leave the site or affect any
stormwater conveyance.
6. Spills of toxic or hazardous material will be reported to the appropriate local, State, or
Federal agency, regardless of the size.
7. The contractor shall document all spills, discharges, leaks, upsets, events or overflows.
Documentation shall include date, time, location, material, corrective action taken,
response procedure taken, response personnel involved, notification of
authorities/agencies, and a location map.
8. The spill prevention plan will be adjusted to include measures to prevent this type of spill
from reoccurring and how to clean up the spill if there is another one. A description of the
spill, what caused it, and the cleanup measures will also be included.
9. Educational practices for spill prevention and response as well as all spill response
measures and practices are the SWMP Administrator’s duties through the life of the
project unless otherwise directed in the SWMP amendment section of this plan.
The responsibilities for spill prevention and response include but are not limited to the following:
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• Education of all personnel who will be conducting work at any time on the job site.
• Identify and continually update Potential Pollutant Table listed in this SWMP.
• Specify where all spill kits will be located on site and post this information inside the
construction trailer.
Material Released to: State Reportable Quantity
Engine oil, diesel, fuel, hydraulic
oil
Land 25 gallons
Engine oil, diesel, fuel, hydraulic
oil
Water Visible sheen
Antifreeze Land 100 lbs. (13 gallons)
Battery Acid Land, Water 100 lbs.
Refrigerant Air 1 lb.
Gasoline Air, Land, Water 100 lbs. (13 gallons)
Solvents and degreasers Air, Land, Water 100 lbs. (13 gallons)
Minor spills are defined as those spills which are less than the reportable quantity listed above,
stay in the permitted area and do not threaten any stormwater conveyance.
Significant spills are defined as those spills which are greater than or equal to the reportable
quantity listed above, permit any amount of the contaminant to leave the permitted area, or
threaten stormwater conveyance. Cleanup shall include:
• Notify Larimer County within 24 hours and provide written documentation within 5 days
of the spill.
• Notify the general contractor’s on-site foreman or superintendent immediately. The
foreman or superintendent shall ensure the spill cleanup methods and procedures are
followed.
• If the spill occurs on a paved or impermeable surface, clean up using “dry” methods
(absorbent materials, cat litter, and/or rags). Contain the spill by encircling with
absorbent materials and do not let the spill spread. If the spill occurs in dirt areas,
immediately contain the spill by constructing an earthen dike. Dig up and dispose of
contaminated soil to an approved waste site.
Hazardous spills are those spills which cannot be controlled/contained by personnel in
the immediate vicinity. Cleanup shall include:
• Notify the superintendent immediately, remove personnel from the spill site and consult
MSDS for clean-up information.
• Notify the local emergency response by dialing 911. Also notify the proper City and
County officials. All telephone notifications shall be followed with a written notification.
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• For spills greater than or equal to the Federal reportable quantity, the contractor shall
notify the EPA National Response Center, CDPHE and Larimer County. All telephone
notifications shall be followed with a written notification.
A spill contractor or Haz-Mat team shall be contacted immediately for site cleanup. Construction
personnel should not attempt to clean the spill until qualified staff have arrived at the site
and assessed the situation.
2.1.6 Waste Management and Materials Handling
Waste Management and Materials Handling will address the following components:
1. Solid Waste Management
2. Hazardous Waste Management
3. Contaminated Soils – Not applicable to the project and will not be included in Section
2.1.6.
4. Liquid Waste Management
5. Material Storage
Please note that vehicle fueling/washing, concrete waste management, construction
dewatering, sanitary/septic waste management are all addressed in Section 2.1.4. of this
SWMP.
Solid Waste Management
Solid waste management procedures and practices are designed to prevent or reduce the
discharge of pollutants to stormwater from solid or construction waste by providing designated
waste collection areas and containers, arranging for regular disposal, and training employees
and subcontractors.
All waste materials will be collected and stored in a securely lidded dumpster. All trash and
construction debris from the site will be deposited in the dumpster. The dumpster shall meet all
local, State, and Federal solid waste management regulations. The dumpster will be emptied a
minimum of twice per week by a qualified and licensed solid waste management contractor, and
will be hauled to an approved dumping site. No construction waste materials will be buried on
the project site. All personnel will be instructed regarding the correct procedure for waste
disposal. Notices stating these practices shall be posted on the job site. The SWMP
Administrator will ensure these practices are being followed.
Hazardous Materials Management
Prevent or reduce the discharge of pollutants to stormwater from hazardous waste through
proper material use, waste disposal, and training of employees and subcontractors.
The responsible parties shall manage Hazardous Materials on site by implementing the
following five BMPs to Hazardous Materials Management:
• Material Use
• Waste Recycling Disposal
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• Disposal Procedures specified by local, State or Federal regulations
• Education
• Inspection and Maintenance
Liquid Waste Management
Liquid waste management includes procedures and practices to prevent discharge of pollutants
to the storm drain system or to watercourses as a result of the creation, collection, and disposal
of non-hazardous liquid wastes.
The responsible parties shall manage Liquid Waste on site by implementing the following
five BMPs to Liquid Waste Management:
• Education
• Containment
• Capture
• Disposal
• Inspection and Maintenance
Material Storage
The purpose is to prevent, reduce, or eliminate the discharge of pollutants from material storage
to the stormwater system or watercourses by minimizing the storage of hazardous materials on-
site, storing materials in a designated area, installing secondary containment, conducting
regular inspections, and training employees and subcontractors.
The site will designate a specific location where the Material Storage Area or areas will be
located.
The following BMPs will be implemented at each Material Storage location on site:
• Designate entrance and exit points.
• Install vehicle tracking control at entry and exit point(s)
• Appropriate perimeter BMPs need to be installed.
All materials must be properly and tightly sealed in original containers with manufacturer’s label
for identification. Damaged or illegible labels should be replaced immediately.
Materials must be stored at a minimum on pallets, but preferably in secondary containment to
prevent any leaks or spills to exit into the ground or come into contact with stormwater.
Materials preferably will be stored under a cover or tightly secured tarp to prevent contact with
stormwater.
The Material Storage Area must be inspected at a minimum during regularly scheduled
stormwater inspections. Inspector should pay close attention to any signs of leaks or spills.
Spill kits should be present at the Material Storage Area.
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All on site workers shall be trained and educated in proper material handling and storage prior
to conducting any work with materials.
Material Safety Data Sheets (MSDS) sheets should be made available for all materials stored
on site.
If more than 1,320 gallons of petroleum products in 55 gallon drums or larger containers will be
stored on-site overnight, then a site specific Spill Prevention, Control and Countermeasure plan,
stamped by a certified engineer is required.
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3.0 BEST MANAGEMENT PRACTICES
3.1.1 Purpose
Section 3.0 of this Stormwater Management Plan will identify the Best Management Practices
associated with the project. This section will call out phasing of the BMPs that will coincide with
the sequencing for major construction activities on the site. A section of technical drawings and
installation specifications of each BMP will also be included.
Note to SWMP Administrator: It is the responsibility of the SWMP Administrator to
ensure all BMPs called out in this plan are adequate for the current conditions on site. It
is the responsibility of the SWMP Administrator to make necessary changes to the
SWMP concerning BMPs, when BMPs are replaced or new BMPs are needed on site due
to changing site conditions in order to keep the site in compliance with the stormwater
permit.
3.1.2 Description and Maintenance
Structural and non-structural BMPs shall be implemented on site to help prevent erosion and
sedimentation. Below is a description of each on site BMPs purpose, limitations, installation,
inspection, and maintenance requirements.
Temporary and permanent erosion sediment controls shall be used to provide soil stabilization
and divert stormwater runoff for both pre- and post-construction conditions. Structural controls,
such as fugitive dust mitigation, will be used to limit off-site tracking of sediment during
construction.
All BMPs used on site must be maintained in effective operating condition and in accordance
with good engineering, hydrologic, and pollution control practices. During routine inspections,
the site BMPs must be inspected for their effective operating condition. If a BMP or several
BMPs are found not to be operating effectively, maintenance to those BMPs must be initiated
immediately.
Replacement of failed BMPs must occur immediately upon findings of noncompliance and failed
performance of any particular BMP on the project site. New BMPs that are installed or replaced
will result in a need to properly update the SWMP and the site map to show the changes.
Note: CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES DURING UTILITY
INSTALLATION TO ENSURE THAT SEDIMENT IS NOT RELEASED FROM THE SITE. TO
INCLUDE, BUT NOT LIMITIED TO: UTILITY TRENCHES EXIST ONLY FOR INSTALLATION
OF CORRESPONDING UTILITIES. SPOILS SHALL BE PLACED ON THE UPHILL SLOPE
SIDE OF THE TRENCH.
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3.1.3 Phasing and Sequencing
The following table lists the phases of construction for the Project and the implementation of
structural and non-structural BMPs associated with the particular phase of construction:
Phases of Construction
Implemented BMP(s) for
Phase of Construction
Date of BMP Installation
Installation of temporary erosion
controls
Silt Fence (SF)
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Concrete Washout Area (CWA)
Stabilized Staging Area (SSA)
Site clearing and grubbing
Silt Fence (SF)
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Concrete Washout Area (CWA)
Soil Stockpiles (SP)
Overlot grading
Silt Fence (SF)
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Concrete Washout Area (CWA)
Soil Stockpiles
Utility and infrastructure
installation
Silt Fence (SF)
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Concrete Washout Area (CWA)
Soil Stockpiles (SP)
Excavation/fill of overlot grading
Silt Fence (SF)
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Concrete Washout Area (CWA)
Soil Stockpiles (SP)
Re-vegetation in disturbed areas
for final stabilization
Seed & Mulch / Landscaping
(SM/LS)
Remove temporary BMPs that
are no longer required
Silt Fence (SF)
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Concrete Washout Area (CWA)
Soil Stockpiles (SP)
Lincoln Hotel, SWMP
Lincoln Hotel 017-0150
18
4.0 FINAL STABILIZATION
4.1.1 Purpose
Section 4.0 of the SWMP details how the site will achieve final stabilization/re-vegetation for the
project. It is required by the permit for Stormwater Discharges associated with Construction
Activities that final stabilization will be achieved when all ground disturbing activities are
completed and a uniform vegetative cover has been established with an individual plant density
of at least 70% pre-disturbance level, or equivalent permanent, physical erosion reduction
methods have been employed.
Note to SWMP Administrator: The removal of temporary BMPs must not take place until
the site has completed ground disturbing activities and a uniform vegetative cover has
been established in the designated re-vegetation areas with the individual plant density
of 70% pre-disturbance levels.
Note: Landscaping shall be installed per the landscape plan.
Site Specific Re-Vegetation Plan
The re-vegetation plan for the project consists of landscaping and seeding and mulching (if
necessary) upon completion of all construction activities. All disturbed areas not covered by
gravel paving or the building pad shall be seeded & mulched or landscaped per the enclosed
erosion control plan and accompanying notes.
The project will utilize sod, ornamental grasses, native plantings, rock mulch, trees, and shrubs
as a final stabilization method of all disturbed areas.
Note to SWMP Administrator: It is the responsibility of the SWMP Administrator to
oversee seeding operations to ensure proper application for expected growth.
4.1.2 Post-Construction BMPs
Post Construction BMPs or permanent structures that will remain on site include permanent
landscaping. An Operating and Maintenance manual may be developed in accordance to the
CDPHE requirements and can thus be referenced for future maintenance procedures. Phasing
of the stabilization plan, changes in inspection frequency, and closing of the CDPS permit shall
be documented.
APPENDIX A
SITE MAP
TEL 970.431.7733
Loveland, CO 80538
Suite 160
5285 McWhinney Boulevard
R
APPENDIX B
INSPECTION FORM
Lincoln Hotel
FORT COLLINS, COLORADO
SWMP
INSPECTION AND MAINTENANCE REPORT FORM
INSPECTOR: DATE:
INSPECTOR’S QUALIFICATIONS:
DAYS SINCE LAST RAINFALL:
AMOUNT OF LAST RAINFALL INCHES
STABILIZATION MEASURES
AREA DATE
SINCE LAST
DISTURBED
DATE OF
NEXT
DISTURBANCE
STABILIZED ?
(YES/NO)
STABILIZED
WITH
CONDITION
STABILIZATION REQUIRED:
TO BE PERFORMED BY:
ON OR BEFORE:
Lincoln Hotel
FORT COLLINS, COLORADO
SWMP
INSPECTION AND MAINTENANCE REPORT FORM
STRUCTURAL CONTROLS
CONTROL
LOCATION CONDITION EVIDENCE OF
STRUCTURAL
FAILURE
EVIDENCE OF
IMPROPER
FUNCTIONING
MAINTENANCE REQUIRED FOR CONTROL:
TO BE PERFORMED BY:
ON OR BEFORE:
Lincoln Hotel
FORT COLLINS, COLORADO
SWMP
INSPECTION AND MAINTENANCE REPORT FORM
OTHER CONTROLS
CONTROL NAME
LOCATION CONDITION EVIDENCE OF
FAILURE
EVIDENCE OF
IMPROPER
FUNCTIONING
MAINTENANCE REQUIRED FOR CONTROL:
TO BE PERFORMED BY:
ON OR BEFORE:
Lincoln Hotel
FORT COLLINS, COLORADO
SWMP
INSPECTION AND MAINTENANCE REPORT FORM
CHANGES REQUIRED TO THE MANAGEMENT PLAN:
REASONS FOR CHANGES:
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 gathered and
evaluated 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.
SIGNATURE: DATE:
APPENDIX C
INSPECTION QUALIFICATIONS
(TO BE PROVIDED BY G.C.)
APPENDIX D
NOI APPLICATION & PERMIT
(TO BE PROVIDED BY PERMITTEE)
APPENDIX E
1. CONSTRUCTION SITE NOTICE
2. SPILL REPORT FORM
3. NRCS SOIL MAP/REPORT
CONSTRUCTION
SITE NOTICE
For
Colorado Department of Health and Public
Environment Stormwater Program
CDPS General Permit COR-030000
CDPS Permit Certification # COR-
Contact Name
Contact Phone Number
Location of SWMP
Spill Report Form
Spill Reported by:
Date/Time Spill:
Describe spill location and events leading to spill:
Material spilled:
Source of spill:
Amount spilled: Amount spilled to waterway:
Containment or clean up action:
Approximate depth of soil excavation:
List Injuries or Personal Contamination:
Action to be taken to prevent future spills:
Modifications to the SWMP necessary due to this spill:
Agencies notified of the spill:
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.
Project Construction Manager Date
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grease; hydraulic
fluid; nutrients
• Perimeter BMPs must be in place and
functional prior to activity.
• Stockpiling of all landscaping materials
must adhere to stockpiling practices
below.
Soil Stockpiling
Operations
Y
Sediment; oil;
grease; hydraulic
fluid; nutrients;
organics
• All stockpiles must be kept out of flow
lines, off impervious areas and away
from adjacent waterways.
• Stockpiles must be protected from run-
on and runoff using perimeter controls
such as silt fence, fiber rolls, and
gravel bags.
• Stockpiles shall be stabilized within 14
days of establishment by surface
roughening, seeding and mulching.
• Stockpiles must not reach a height
greater than 15 feet.
Building Operations Y
Sediment; oil;
grease; hydraulic
fluid; gross
pollutants(trash and
debris); chemicals;
pesticides; concrete
waste; organics
• Perimeter BMPs must be in place and
functional prior to activity.
• Curbside BMPs must be in place and
functional prior to activity.
Entry and Exit Points
to Site
Y
Sediment (including
dust particles)
• Designated entry and exit points must
be identified on site.
• Barriers may be used where entry/exit
recommendations).
• Disposal of used containers and excess
material must follow manufacturer
specifications.
• Storage: Tightly sealed containers,
placed on a pallet, preferably under
shelter or tarp.
• Secondary containment practices.
• All on-site vehicles will be routinely
inspected for leaks and drips.
Pesticides(herbicides,
insecticides,
fungicides,
rodenticides)
Y
Chlorinated
hydrocarbons,
organophosphates,
carbonates,
arsenic
• Follow manufacturer’s application
specifications.
• Do not apply prior to storm event.
• Storage: Tightly sealed containers,
placed on a pallet, preferably under
shelter or tarp.
• Secondary containment practices.
Dust or particulate Y Dust, particulates
BMPs used on site to reduce the