HomeMy WebLinkAboutSPIRIT AT THE RIVER - FDP180015 - SUBMITTAL DOCUMENTS - ROUND 4 - STORMWATER MANAGEMENT PLANSTORM WATER MANAGEMENT PLAN
PREPARED FOR
Spirit at the River Hotel
Fort Collins, Co
PREPARED BY
Olsson
1880 Fall River Drive, Suite 200
Loveland, CO 80538
970.461.7733
Contact: Mike Maurer
May 2019
Olsson 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 Water Quality Control Plan ...............................................................................17
3.1.4 Phasing and Sequencing ..................................................................................17
4.0 Final Stabilization ............................................................................................................. 19
4.1.1 Purpose ............................................................................................................19
4.1.2 Post-Construction BMPs ..................................................................................20
List of Appendices
Appendix A Site Maps, Details, and Calculations
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
2,245 CY
12,972 CY
Total Disturbed
Acreage
4.37
AC
Net
10,727 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:
• Education of all personnel who will be conducting work at any time on the job site.
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• 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.
• 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
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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
• Disposal Procedures specified by local, State or Federal regulations
• Education
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• 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.
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.
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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 and a concrete washout area will be used to limit off-site tracking
of sediment during construction onto Lincoln Ave.
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.
Spirit at the River Hotel, SWMP
Spirit at the River Hotel 017-0150
17
3.1.3 Water Quality Control Plan
Several temporary sedimentation and erosion control devices will be used during construction to
reduce the amount of sediment transport from and across the site. During Phase 1, silt fence will
be installed along the perimeter of the site, wattles will be installed up slope of the silt fence along
the river, vehicle tracking control, stabilized staging area, concrete washout and the inlet
protection for the rain garden in Lincoln Avenue just west of the project site. This will protect the
Cache La Poudre from any sediment release from the construction site. While construction is
underway the BMP’s in place will work in conjunction such that if one fails there will be redundant
measures to prevent any sediment from reaching the river. During Phase 2, a treatment train of
redundant BMP’s are in place starting with rock check dams, then to inlet protections, running into
the sediment basin, wattles up slope from the river, and silt fence around the disturbed area of
the site. In Phase 3 the treatment train of redundant BMP’s starts in the north with rock check
dams and runs south past inlet protections, towards the rain garden which is surrounded by
wattles. Silt fence is also in place along the outside of the site disturbed area with wattles up slope
from the river. For the Phase 4 treatment train, the site will be seeded and mulched in all
landscaped areas, and sediment erosion will be limited and mitigated by the detention pond and
rain gardens, and the outfall to the river will be controlled by the pond outlet structure. The
detention pond will serve as a sediment basin during overlot grading and until Phase 3. The Inlets
noted on the plan sheets along Lincoln Ave impacted by the project will be protected with BMP’s
through Pase2 and 3 to mitigate sediment pollution into existing storm systems. Once the
Infrastructure and hardscape are installed in Phase 3 the sediment basin will converted over to
the detention pond and rain garden. The rain garden will be protected by wattles until the site is
completely stabilized in Phase 4. In Phase 4, seed and mulch will be installed to stabilize slopes
and allow vegetation after construction is completed.
Permanent stormwater quality features incorporated into this development include one extended
detention basin and one rain garden. The rain garden is located in the bottom of the extended
detention basin. The detention facility is designed to treat the water quality capture volume in the
Rain Garden. The Rain Garden is designed to drain within 12 hours.
3.1.4 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. The
phases are defined as follows:
• Phase 1: Initial / Pre-Overlot Grading phase
• Phase 2: Overlot Grading and Vertical Construction Phase
• Phase 3: Infrastructure Phase, paving, curb and gutter
• Phase 4: Final Stabilization and Permanent BMPs
Spirit at the River Hotel, SWMP
Spirit at the River Hotel 017-0150
18
Sediment/Erosion
control BMP
Phase of
Construction
Description*
Silt Fence 1-3
A woven geotextile fabric attached to wooden posts and
trenched into the ground. Its purpose includes intercepting sheet
flow runoff from disturbed areas.
Vehicle Tracking
Control
1-3
Provides 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 tracking on the paved surface.
Stabilized Staging
Area
1-3
A designated area where construction equipment and vehicles,
stockpiles, waste bins, and other construction related materials
are stored.
Concrete Washout
Area
2-3
Concrete waste management involves designating and properly
managing a specific area of the construction site as a concrete
washout area. A concrete washout area is one of the following:
excavation of a pit in the ground, use of an above ground
storage area, or use of prefabricated haul away concrete
washout containers.
Inlet Protection 2-3
Permeable barriers installed around an inlet to filter runoff and
remove sediment prior to entering a storm drain inlet. Can be
constructed from rock socks, sediment control logs, silt fence,
block and rock socks, or other materials approved by the local
jurisdiction.
Seed & Mulch 2-4
Seeding includes preparing a seedbed selection of an
appropriate seed mixture, proper planting techniques and
protection of the seeded area with mulch. Seeding is used to
stabilize areas that will be inactive for an extended period. Mulch
consists of evenly applying straw, hay, shredded wood mulch,
rock, bark or compost to disturbed soils and securing the mulch
by crimping, tackifiers, netting or other measures. Mulch is used
to help reduce erosion by protecting bare soil from rainfall
impact, increasing infiltration, and reducing runoff.
Stock Pile 1-3
Stockpiles should be located away from all drainage systems. If
practical use undisturbed areas. The stockpile surface shall be
stabilized with surface roughening, temporary seeding and
mulching, erosion control blankets, or soil binders. Seeding and
mulching will be used to prevent wind erosion. When the
stockpile is no longer needed, dispose of the excess materials
and revegetate area.
Curbside
Checkdam
Spirit at the River Hotel, SWMP
Spirit at the River Hotel 017-0150
19
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.
Areas in close proximity to Natural Areas will use a Native Seed Mix. Refer to following notes for
proper native seed area installation:
1. Prepare soil as necessary and appropriate for native seed mix species through aeration and
addition of amendments, then seed in two directions to distribute seed evenly over entire area.
2. If changes are to be made to seed mix based on site conditions then approval must be provided
by city environmental planner.
3. Appropriate native seeding equipment will be used (standard turf seeding equipment or
agriculture equipment shall not be used).
4. Drill seed application recommended per specified application rate to no more than 1/2 inch
depth. For broadcast seeding instead of drill seeding method double specified application rate.
Refer to native seed mix table for species,
Percentages and application rates.
5. Treat native seed mix area prior to installation of seed with appropriate herbicide to proactively
mitigate herbaceous weed species growth during establishment period then after appropriate time
period apply native seed as called for
On approved plans.
6. After seeding the area shall be covered with crimped straw or other appropriate methods and
provided temporary irrigation until seed is established.
7. Contractor shall monitor seeded area for proper irrigation, erosion control, germination and
reseeding as needed to establish cover.
Spirit at the River Hotel, SWMP
Spirit at the River Hotel 017-0150
20
8. The approved seed mix area is intended to be maintained in a natural like landscape aesthetic.
If and when mowing occurs in native grass seed mix areas do not mow lower than 6 to 8 inches
in height to avoid inhibiting native plant growth.
9. Native seed area will be considered established when seventy percent total cover is reached
with no larger than one foot square bare spots and/or until deemed established by city planning
services
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 MAPS, DETAILS, AND CALCULATIONS
VICINITY MAP LINCOLN AVE 1880 Fall River Drive, Suite 200
Loveland, CO 80538
Tel. 970-461-7733
SITE
E LINCOLN AVE
LEGEND
EXISTING PROPOSED
PROPERTY LINE
FLOWLINE
BACK OF CURB
STORM SEWER
CONCRETE WASHOUT AREA
SEED & MULCH /
LANDSCAPING
SILT FENCE
STOCKPILE
STABILIZED STAGING AREA
VEHICLE TRACKING CONTROL
LIMITS OF DISTURBANCE
STORM WATER FLOW
DIRECTION
INLET PROTECTION
MAJOR CONTOUR
MINOR CONTOUR
STORM MANHOLE
GRATE INLET
WATER LINE
SANITARY SEWER
ROCK CHECKDAM
SEDIMENT BASIN
WATTLES
ROLLED EROSION CONTROL
PRODUCTS
BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST
ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR
SUBDIVISION, SAID EAST LINE MONUMENTED AT THE
NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR
WITH A GREEN CAP MARKED "PLS 38430" AND AT THE
SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH
REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED
AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED
"PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS
SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR
SUBDIVISION.
BASIS OF BEARING
BENCHMARKS
REVISIONS
NO.
REV.
DATE REVISIONS DESCRIPTION
project no.:
approved by:
checked by:
drawn by:
drawing no.:
QA/QC by:
date:
SHEET
OLSSON, INC ASSUMES NO
RESPONSIBILITY FOR EXISTING
UTILITY LOCATIONS (HORIZONTAL
OR VERTICAL). THE EXISTING
UTILITIES SHOWN ON THIS
DRAWING HAVE BEEN PLOTTED
E LINCOLN AVE
LEGEND
EXISTING PROPOSED
PROPERTY LINE
FLOWLINE
BACK OF CURB
STORM SEWER
CONCRETE WASHOUT AREA
SEED & MULCH /
LANDSCAPING
SILT FENCE
STOCKPILE
STABILIZED STAGING AREA
VEHICLE TRACKING CONTROL
LIMITS OF DISTURBANCE
STORM WATER FLOW
DIRECTION
INLET PROTECTION
MAJOR CONTOUR
MINOR CONTOUR
STORM MANHOLE
GRATE INLET
WATER LINE
SANITARY SEWER
ROCK CHECKDAM
SEDIMENT BASIN
WATTLES
ROLLED EROSION CONTROL
PRODUCTS
BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST
ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR
SUBDIVISION, SAID EAST LINE MONUMENTED AT THE
NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR
WITH A GREEN CAP MARKED "PLS 38430" AND AT THE
SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH
REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED
AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED
"PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS
SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR
SUBDIVISION.
BASIS OF BEARING
BENCHMARKS
REVISIONS
NO.
REV.
DATE REVISIONS DESCRIPTION
project no.:
approved by:
checked by:
drawn by:
drawing no.:
QA/QC by:
date:
SHEET
OLSSON, INC ASSUMES NO
RESPONSIBILITY FOR EXISTING
UTILITY LOCATIONS (HORIZONTAL
OR VERTICAL). THE EXISTING
UTILITIES SHOWN ON THIS
DRAWING HAVE BEEN PLOTTED
E LINCOLN AVE
LEGEND
EXISTING PROPOSED
PROPERTY LINE
FLOWLINE
BACK OF CURB
STORM SEWER
CONCRETE WASHOUT AREA
SEED & MULCH /
LANDSCAPING
SILT FENCE
STOCKPILE
STABILIZED STAGING AREA
VEHICLE TRACKING CONTROL
LIMITS OF DISTURBANCE
STORM WATER FLOW
DIRECTION
INLET PROTECTION
MAJOR CONTOUR
MINOR CONTOUR
STORM MANHOLE
GRATE INLET
WATER LINE
SANITARY SEWER
ROCK CHECKDAM
SEDIMENT BASIN
WATTLES
ROLLED EROSION CONTROL
PRODUCTS
BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST
ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR
SUBDIVISION, SAID EAST LINE MONUMENTED AT THE
NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR
WITH A GREEN CAP MARKED "PLS 38430" AND AT THE
SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH
REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED
AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED
"PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS
SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR
SUBDIVISION.
BASIS OF BEARING
BENCHMARKS
REVISIONS
NO.
REV.
DATE REVISIONS DESCRIPTION
project no.:
approved by:
checked by:
drawn by:
drawing no.:
QA/QC by:
date:
SHEET
OLSSON, INC ASSUMES NO
RESPONSIBILITY FOR EXISTING
UTILITY LOCATIONS (HORIZONTAL
OR VERTICAL). THE EXISTING
UTILITIES SHOWN ON THIS
DRAWING HAVE BEEN PLOTTED
E LINCOLN AVE
LEGEND
EXISTING PROPOSED
PROPERTY LINE
FLOWLINE
BACK OF CURB
STORM SEWER
CONCRETE WASHOUT AREA
SEED & MULCH /
LANDSCAPING
SILT FENCE
STOCKPILE
STABILIZED STAGING AREA
VEHICLE TRACKING CONTROL
LIMITS OF DISTURBANCE
STORM WATER FLOW
DIRECTION
INLET PROTECTION
MAJOR CONTOUR
MINOR CONTOUR
STORM MANHOLE
GRATE INLET
WATER LINE
SANITARY SEWER
ROCK CHECKDAM
SEDIMENT BASIN
WATTLES
ROLLED EROSION CONTROL
PRODUCTS
BASIS OF BEARINGS (RECORD): SOUTH 09° 06' 15" WEST
ALONG THE EAST LINE OF LOT 1, BALDWIN MINOR
SUBDIVISION, SAID EAST LINE MONUMENTED AT THE
NORTHEAST CORNER OF SAID LOT 1 BY A 5/8 INCH REBAR
WITH A GREEN CAP MARKED "PLS 38430" AND AT THE
SOUTHEAST CORNER OF SAID LOT 1 BY A FOUND 1/2 INCH
REBAR WITH A CAP MARKED "PLS 14823" (NOW UPGRADED
AND RESET WITH A 5/8 REBAR WITH A GREEN CAP MARKED
"PLS 38430", HAVING A GROUND DISTANCE OF 773.39 FEET, AS
SHOWN ON THE RECORDED PLAT OF SAID BALDWIN MINOR
SUBDIVISION.
BASIS OF BEARING
BENCHMARKS
REVISIONS
NO.
REV.
DATE REVISIONS DESCRIPTION
project no.:
approved by:
checked by:
drawn by:
drawing no.:
QA/QC by:
date:
SHEET
OLSSON, INC ASSUMES NO
RESPONSIBILITY FOR EXISTING
UTILITY LOCATIONS (HORIZONTAL
OR VERTICAL). THE EXISTING
UTILITIES SHOWN ON THIS
DRAWING HAVE BEEN PLOTTED
REVISIONS
NO.
REV.
DATE REVISIONS DESCRIPTION
project no.:
approved by:
checked by:
drawn by:
drawing no.:
QA/QC by:
date:
SHEET
OLSSON, INC ASSUMES NO
RESPONSIBILITY FOR EXISTING
UTILITY LOCATIONS (HORIZONTAL
OR VERTICAL). THE EXISTING
UTILITIES SHOWN ON THIS
DRAWING HAVE BEEN PLOTTED
FROM THE BEST AVAILABLE
INFORMATION. IT IS HOWEVER
THE RESPONSIBILITY OF THE
CONTRACTOR TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT
OF ANY CONSTRUCTION
ACTIVITIES.
NOTE
THIS DOCUMENT HAS BEEN
RELEASED BY OLSSON
ASSOCIATES ONLY FOR REVIEW
BY REGULATORY AGENCIES AND
OTHER PROFESSIONALS, AND IS
SUBJECT TO CHANGE. THIS
DOCUMENT IS NOT TO BE USED
FOR CONSTRUCTION.
CALL 811 SEVENTY-TWO HOURS
PRIOR TO DIGGING, GRADING OR
EXCAVATING FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
DATE
DATE
DATE
DATE
DATE
DATE
CITY ENGINEER
WATER AND WASTEWATER UTILITY
STORMWATER UTILITY
PARKS AND RECREATION
TRAFFIC ENGINEER
ENVIRONMENTAL PLANNER
TEL 970.461.7733 www.olsson.com
REVISIONS
NO.
REV.
DATE REVISIONS DESCRIPTION
project no.:
approved by:
checked by:
drawn by:
drawing no.:
QA/QC by:
date:
SHEET
OLSSON, INC ASSUMES NO
RESPONSIBILITY FOR EXISTING
UTILITY LOCATIONS (HORIZONTAL
OR VERTICAL). THE EXISTING
UTILITIES SHOWN ON THIS
DRAWING HAVE BEEN PLOTTED
FROM THE BEST AVAILABLE
INFORMATION. IT IS HOWEVER
THE RESPONSIBILITY OF THE
CONTRACTOR TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT
OF ANY CONSTRUCTION
ACTIVITIES.
NOTE
THIS DOCUMENT HAS BEEN
RELEASED BY OLSSON
ASSOCIATES ONLY FOR REVIEW
BY REGULATORY AGENCIES AND
OTHER PROFESSIONALS, AND IS
SUBJECT TO CHANGE. THIS
DOCUMENT IS NOT TO BE USED
FOR CONSTRUCTION.
CALL 811 SEVENTY-TWO HOURS
PRIOR TO DIGGING, GRADING OR
EXCAVATING FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
DATE
DATE
DATE
DATE
DATE
DATE
CITY ENGINEER
WATER AND WASTEWATER UTILITY
STORMWATER UTILITY
PARKS AND RECREATION
TRAFFIC ENGINEER
ENVIRONMENTAL PLANNER
TEL 970.461.7733 www.olsson.com
Project: Disturbed Acres: 3.41
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F. 2101 $2.50 $5,252.50
EA 6 $225.00 $1,350.00
E.A. 1 $1,000.00 $1,000.00
Acre 1.35 $5,000.00 $6,750.00
S.F. 2305 $2.75 $6,338.75
L.F. 600 $2.75 $1,650.00
C.Y. 200 $3.00 $600.00
L.F. 180 $2.75 $495.00
E.A. 1 $1,000.00 $1,000.00
E.A. 1 $2,000.00 $2,000.00
Sub-Total: $26,436.25
1.5 x Sub-Total: $39,654.38
Amount of security: $39,654.38
Total Acres x Price/acre: $17,050.00
$5,000.00 Sub-Total: $17,050.00
1.5 x Sub-Total: $25,575.00
Amount to Re-seed: $25,575.00
Minimum escrow amount: $3,000.00
Erosion Control Escrow: $39,654.38
Miniumum Escrow Amount
Spirit at the River
Unit Price of Seeding per acre:
Curbside Check Dam
Stabilized Staging Area
Spirit at the River Erosion and Sediment Control
Escrow/Security Calculation for The City of Fort Collins
BMP Amount
Silt Fence (SF)
Vehicle Tracking Control (VTC)
“The amount of the security must be based on one and one-half times the estimate of the cost to install the approved measures, or one and one-half times
the cost to re-vegetate the disturbed land to dry land grasses based upon unit cost determined by the City's Annual Revegetation and Stabilization Bid,
whichever is greater. In no instance, will the amount of security be less than one thousand five hundred dollars ($1,500) for residential development or three
thousand dollars ($3,000) for commercial development”
Inlet Protection (IP)
Concrete Washout (CW)
Final Escrow Amount
Sediment Basin
Reseeding Amount
Seed and Mulch (SM)
Stockpile
Wattles
1/24/2019 8:49 AM F:\2017\0001-0500\017-0150\40-Design\Reports\GNCV\SWMP\work\Erosion and Sediment Control Calc.xls
APPENDIX B
INSPECTION FORM
Spirit at the River
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:
Spirit at the River
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:
Spirit at the River
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:
Spirit at the River
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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Suite 200
Loveland, CO 80538
1880 Fall River Drive,
EROSION CONTROL DETAILS
FORT COLLINS, CO 2019
05-15-2019
017-0150
SPIRIT AT THE RIVER HOTEL
MM
C_ERC4_70150.dwg
MG
MG
C4.5
UTILITY PLANS
MG
Suite 200
Loveland, CO 80538
1880 Fall River Drive,
EROSION CONTROL DETAILS
FORT COLLINS, CO 2019
05-15-2019
017-0150
SPIRIT AT THE RIVER HOTEL
MM
C_ERC4_70150.dwg
MG
MG
C4.4
UTILITY PLANS
MG
FROM THE BEST AVAILABLE
INFORMATION. IT IS HOWEVER
THE RESPONSIBILITY OF THE
CONTRACTOR TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT
OF ANY CONSTRUCTION
ACTIVITIES.
NOTE
THIS DOCUMENT HAS BEEN
RELEASED BY OLSSON
ASSOCIATES ONLY FOR REVIEW
BY REGULATORY AGENCIES AND
OTHER PROFESSIONALS, AND IS
SUBJECT TO CHANGE. THIS
DOCUMENT IS NOT TO BE USED
FOR CONSTRUCTION.
CALL 811 SEVENTY-TWO HOURS
PRIOR TO DIGGING, GRADING OR
EXCAVATING FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
DATE
DATE
DATE
DATE
DATE
DATE
CITY ENGINEER
WATER AND WASTEWATER UTILITY
STORMWATER UTILITY
PARKS AND RECREATION
TRAFFIC ENGINEER
ENVIRONMENTAL PLANNER
TEL 970.461.7733 www.olsson.com
Suite 200
Loveland, CO 80538
1880 Fall River Drive,
EROSION CONTROL PLAN
FORT COLLINS, CO 2019
05-15-2019
017-0150
SPIRIT AT THE RIVER HOTEL
MM
C_ERC4_70150.dwg
MG
MG
C4.3
UTILITY PLANS
PHASE 4: FINAL STABILIZATION
MG
NOTES
FROM THE BEST AVAILABLE
INFORMATION. IT IS HOWEVER
THE RESPONSIBILITY OF THE
CONTRACTOR TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT
OF ANY CONSTRUCTION
ACTIVITIES.
NOTE
THIS DOCUMENT HAS BEEN
RELEASED BY OLSSON
ASSOCIATES ONLY FOR REVIEW
BY REGULATORY AGENCIES AND
OTHER PROFESSIONALS, AND IS
SUBJECT TO CHANGE. THIS
DOCUMENT IS NOT TO BE USED
FOR CONSTRUCTION.
CALL 811 SEVENTY-TWO HOURS
PRIOR TO DIGGING, GRADING OR
EXCAVATING FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
DATE
DATE
DATE
DATE
DATE
DATE
CITY ENGINEER
WATER AND WASTEWATER UTILITY
STORMWATER UTILITY
PARKS AND RECREATION
TRAFFIC ENGINEER
ENVIRONMENTAL PLANNER
TEL 970.461.7733 www.olsson.com
Suite 200
Loveland, CO 80538
1880 Fall River Drive,
EROSION CONTROL PLAN
FORT COLLINS, CO 2019
05-15-2019
017-0150
SPIRIT AT THE RIVER HOTEL
MM
C_ERC3_70150.dwg
MG
MG
C4.2
UTILITY PLANS
PHASE 3: INFRASTRUCTURE
MG
NOTES
FROM THE BEST AVAILABLE
INFORMATION. IT IS HOWEVER
THE RESPONSIBILITY OF THE
CONTRACTOR TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT
OF ANY CONSTRUCTION
ACTIVITIES.
NOTE
THIS DOCUMENT HAS BEEN
RELEASED BY OLSSON
ASSOCIATES ONLY FOR REVIEW
BY REGULATORY AGENCIES AND
OTHER PROFESSIONALS, AND IS
SUBJECT TO CHANGE. THIS
DOCUMENT IS NOT TO BE USED
FOR CONSTRUCTION.
CALL 811 SEVENTY-TWO HOURS
PRIOR TO DIGGING, GRADING OR
EXCAVATING FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
DATE
DATE
DATE
DATE
DATE
DATE
CITY ENGINEER
WATER AND WASTEWATER UTILITY
STORMWATER UTILITY
PARKS AND RECREATION
TRAFFIC ENGINEER
ENVIRONMENTAL PLANNER
TEL 970.461.7733 www.olsson.com
Suite 200
Loveland, CO 80538
1880 Fall River Drive,
EROSION CONTROL PLAN
FORT COLLINS, CO 2019
05-15-2019
017-0150
SPIRIT AT THE RIVER HOTEL
MM
C_ERC2_70150.dwg
MG
MG
C4.1
UTILITY PLANS
PHASE 2: OVERLOT GRADING AND VERTICAL CONSTRUCTION
MG
NOTES
FROM THE BEST AVAILABLE
INFORMATION. IT IS HOWEVER
THE RESPONSIBILITY OF THE
CONTRACTOR TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT
OF ANY CONSTRUCTION
ACTIVITIES.
NOTE
THIS DOCUMENT HAS BEEN
RELEASED BY OLSSON
ASSOCIATES ONLY FOR REVIEW
BY REGULATORY AGENCIES AND
OTHER PROFESSIONALS, AND IS
SUBJECT TO CHANGE. THIS
DOCUMENT IS NOT TO BE USED
FOR CONSTRUCTION.
CALL 811 SEVENTY-TWO HOURS
PRIOR TO DIGGING, GRADING OR
EXCAVATING FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
DATE
DATE
DATE
DATE
DATE
DATE
CITY ENGINEER
WATER AND WASTEWATER UTILITY
STORMWATER UTILITY
PARKS AND RECREATION
TRAFFIC ENGINEER
ENVIRONMENTAL PLANNER
TEL 970.461.7733 www.olsson.com
Suite 200
Loveland, CO 80538
1880 Fall River Drive,
EROSION CONTROL PLAN
FORT COLLINS, CO 2019
05-15-2019
017-0150
SPIRIT AT THE RIVER HOTEL
MM
C_ERC1_70150.dwg
MG
MG
C4.0
UTILITY PLANS
PHASE 1: INITIAL/PRE-OVERLOT GRADING
MG
NOTES
2-3
Temporary grade control structures placed in drainage areas to
limit erosivity of stormwater by reducing flow velocity. Typically
constructed from rock, gravel bags, sandbags, or sometimes
proprietary devices.
Wattles 3
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. Used as sediment barriers to intercept
sheet flow runoff from disturbed areas.
Sediment Basin 1-2
A temporary pond built on a construction site to capture eroded
or disturbed soil transported in storm runoff prior to discharge
from the site.
*All descriptions are provided by Urban Drainage Stormwater Criteria.
Location of proposed sediment and erosion control measures can be found in the Erosion Control Plan
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