HomeMy WebLinkAboutPERMIT 621 Big Thompson Ave New Fuel Station 2010-06-10
Planning Division Building Permit Checklist
Building Permit # B-8920 Date 6/15/2010
Address 621 Big Thompson Ave (Safeway Fueling Facility)
Choose an item.,If yes, add comment to PTWin
Attend pre-con meeting
Zoning and Setbacks
Zoning CO PUD/building envelope No
Front River/Stream Setback: Building NA
25 Hwy
Side River/Stream Setback Parking NA
Rear NA Wetlands NA
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Stanley Historic District or
an item.
Lot size Source Historic Tax Credits No
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Special Requirements: Plat, County Status Books, Annexation Agreement
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Hazard Areas and Ridgeline Protection
Geologic
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Wildlife
(Review maps not GIS)
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Steep slopes >20% Floodplain
Ridgeline Protection
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Area
Prior Approvals
Variance granted Yes Variance name and date BOA 7/7/2009
Yes If yes, update BP
Dev Plan required Development Plan # DP 09-05
Tracking Sheet
Improvement Agreement
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LOC current Signed & recorded
Set up & recording fees
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charged
Accessory Uses and Structures
Multiple kitchens or
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Accessory structure accessory dwelling unit
Total sq. ft. of accessory Total # accessory
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uses structures on property
Development Standards
Check LARCO web for improvements garages/acces structures & kitchens (only 1)
Legal lot Yes Use permitted Yes
SF lot created prior to
Permitted use on “A” 2/2/2000 EVDC effective
zoned property Not Zoned A - N/A date N/A
Drainage patterns affect Site plans & floor plans
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neighbors consistent
Building Height
Length of garage doors &
Garage size NA walls facing street NA
Utilities co-located on Utility impact to trees
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steep slopes minimized
Compliance with Appendix D, e.g. curb cuts,
driveway slope, driveway width, etc
Check aerial for impact to vegetation (except sf lots
before 2/1/00) and drainage
Comply with FAR (non-Comply with impervious
residential, except “A” coverage (non-residential
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zoned, and multi-family) & multi-family)
Property History
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Existing code violationsCheck file for past history
Other
N/A – Water Dept. working on
County permits only, in NCWCD
NCWCD
No,
Neighborhood Association: Fall River Estates, Carriage Hills (outside Town limits
only), Dunraven Heights, Uplands, Koral Heights, North End, Windcliff?
if yes, notify
Any issuance of a permit for public and private schools as defined in CRS 14-
47-313 must be checked against the location of any store or restaurant holding
a license to sell liquor. Conversely, any issuance of a permit for the sale of liquor
must be checked against school locations. It is our responsibility to monitor and
maintain compliance with the state mandated 500 ft. minimum separation. N/A
County Permits:
1. Notify UTSD all for additions and remodels (including decks).
2. Notify water department for all permits on town water system.
3. Stamp plans (include various notes on plans, such as setbacks, where certificates are needed, and other
“redlined” changes such as culvert, drainage, etc).
4. Email approved plans and zoning form to Dan Ellis, Katherine Huber, Chris Bieker (UPSD).
5. Store email in the street file on server.
Town Permits:
1. PTWin
a. In PTWin, update the “Plan Review” form.
b. Place approved permits, in Building Permit Technician inbox.
2. Application form:
a. Write in the applicable zoning district, setbacks and hazards.
b. Note any BOA/Staff-Level variances.
c. Sign date and initial the “Approved” box.
3. Plans:
a. Stamp and sign Field and Office sets of plans (only the pages reviewed by Planning, e.g., site plan,
foundation plan, architectural elevations, and floor plans.)
b. Note min. required setbacks on the site plan, if missing and building is within 10 feet of a property line.
c. If a height elevation certificate is required, note this on the foundation plan.
d. If a setback certificate is required, note this on the site plan and circle the location area on the plan.
TABLE OF CONTENTS
Section Page
SWMP Cover........................................................................................................................1
Table of Contents..................................................................................................................2
I. INTRODUCTION...........................................................................................................4
A. P urpose......................................................................................................................4
II. SITE DESCRIPTION...................................................................................................4
A. Description of Construction Activities.......................................................................4
B. C onstruction Sequence...............................................................................................4
C. Site Location and Area to be Disturbed......................................................................5
D. Runoff Coefficient and Soils......................................................................................5
E. V egetation..................................................................................................................5
F. Potential Pollution Sources.........................................................................................5
G. Non-Stormwater Discharges.......................................................................................6
H. Receiving Waters........................................................................................................6
III. EROSION/SEDIMENT CONTROLS AND OTHER BMP’S...................................6
A. Erosion and Sediment Controls..................................................................................6
1. S oil Stabilization...................................................................................................7
a. Temporary Seeding or Stabilization..................................................................7
b. Permanent Seeding or Sodding.........................................................................7
2. S tructural Controls................................................................................................7
a. Sediment Traps.................................................................................................7
b. Silt Fence.........................................................................................................7
c. Vehicle Tracking Control Pad...........................................................................8
d. Storm Sewer Inlet Protection............................................................................8
e. Check Dams.....................................................................................................8
f. Swales..............................................................................................................8
g. Wattles.............................................................................................................8
B. Other Pollutant Controls.............................................................................................9
1. Dust Control........................................................................................................9
2. Dewatering..........................................................................................................9
3. Solid Waste Disposal...........................................................................................9
4. Sanitary Facilities...............................................................................................10
5. Concrete Waste..................................................................................................10
6. Mason’s Area.....................................................................................................10
7. Fuel Tanks.........................................................................................................10
8. Hazardous Material Management and Spill Reporting Plan................................11
9. Long-Term Pollutant Controls............................................................................12
C. Other Best Management Practices............................................................................13
1. Stockpiles..........................................................................................................12
2. Construction Staging Area.................................................................................13
3. Use of Detergents...............................................................................................13
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4. Storage...............................................................................................................13
IV. SWMP ADMINISTRATOR, INSPECTIONS, & MAINTENANCE.......................13
A. S WMP Administrator..............................................................................................13
B. Evaluation of BMPs During Site Inspection.............................................................14
1. Vehicle Tracking Control Pad Trackout.............................................................14
2. Sediment Control Devices..................................................................................14
3. Material Storage Areas.......................................................................................14
4. Vegetation..........................................................................................................14
5. Discharge Points................................................................................................14
6. Record Keeping.................................................................................................14
V. FINAL SITE STABILIZATION.................................................................................15
APPENDICES TABLE OF CONTENTS.........................................................................16
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I. INTRODUCTION
A.Purpose
This report addresses the requirements of the Colorado Discharge Permit System (CDPS)
General Permit (see Appendix for a copy of the General Permit). This document will serve
as the site’s Stormwater Management Plan (SWMP). It is to be kept onsite during
construction and until final site stabilization of this site is achieved. It is also to be
available for inspection upon request from Town or EPA inspectors. The permittee is
required to retain copies of this SWMP for three years after expiration or inactivation of
permit coverage.
The General Contractor and all site contractors involved with a construction activity that
disturbs site soil or who implement a best management practice (BMP) must comply with
the requirements of this SWMP in conjunction with the General Permit.
The Construction Site Notice (see Appendix) is to be completed and posted onsite once the
CDPS permit has been granted.
II. SITE DESCRIPTION
A.Description of Construction Activities
Construction activities for this site will include clearing/grubbing, demolition of existing
structures, grading, installation of site utilities, paving, landscaping, and other activities
associated with the construction of a Safeway fueling station (includes 6 multiple product
dispensers and a canopy) and an 850 square foot kiosk. Grading activities with cuts of
about 10’ and fills of about 5’ will be required to achieve final grade. Aggregate base
course will be required within all paved areas, which will be imported.
The contractor will be required to redline and/or revise this SWMP including the associated
erosion and sediment control plans (located in plan pockets at the end of this report) within
72 hours of making the change to reflect any BMP changes as construction progresses.
B.Construction Sequence
Phase I
1.Install stabilized vehicle tracking control pad and construction entrance sign.
2.Install silt fence and wattles on the site (clear only those areas necessary to
install the fence and wattles).
3.Prepare temporary parking and storage area.
4.Construct sediment traps. Clear only those areas necessary to install traps.
5.Grade and construct swale (with rock check dams) leading to sediment trap
ST-1. Clear only those areas necessary for swale.
6.Begin clearing and grubbing the site.
7.Begin demolition of existing onsite structures as indicated by demolition
plan.
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8.Begin grading the site. Use roughened slope protection as noted in Note 5 of
the “Erosion and Sediment Control Notes” of the Erosion and Sedimentation
Control Plan (Sheet C2.0).
9.Start construction of building pad and structures.
Phase II
1.Temporarily seed, throughout construction, disturbed areas that will be
inactive for 30 days or more.
2.Install utilities once grades are within 1 foot of final grades.
3.Install inlet protection around storm sewer inlets as they are constructed.
4.Inlet protection shall be installed at existing inlets prior to any construction
within right-of-way. Perform construction work within right-of-way. Inlet
protection shall be removed immediately after right-of-way construction is
completed.
5.Permanently stabilize areas to be vegetated as they are brought to final
grade.
6.Prepare site for paving.
7.Pave site.
8.Install j-hook curb traps and reinstall inlet protection as paving progresses.
9.Complete grading and permanent stabilization over all areas within the site.
C.Site Location and Area to be Disturbed
The property is located at the northwest quadrant of the intersection of Steamer Drive and
Highway 34 in Estes Park, Colorado. The subject property consists of 1.59 acres and
contains an existing horse stable facility with fencing and other associated structures. The
site is sparsely vegetated with native weeds and grasses. The total area expected to be
disturbed by construction activities is approximately 1.77 acres (see erosion and sediment
control plan \[Site Map\] in the plan pocket).
D.Runoff Coefficient and Soils
The runoff coefficient for the undeveloped site is 0.33. The runoff coefficient after full
development is complete is expected to be 0.54. Per theGeotechnical Engineering and
Pavement Thickness Design, Proposed Fuel Facility, Safeway Store #920, Northwest
Corner U.S. Highway 34 and Steamer Drive, Estes Park, Colorado by Kumar &
Associates, Inc. dated March 23, 2010 (Geotechnical Report), the onsite soils consist of a
thin veneer of topsoil overlying 4 to 12 feet of natural silty to clayey sand with occasional
sandy lean clay lenses The natural soils are underlain by a 3.5 to 8 foot thick layer of
weathered granite. These soil types correspond with hydrologic soil types C/D.
E.Vegetation
Currently, the site is sparsely vegetated at approximately 50% vegetative coverage.
F.Potential Pollution Sources
The primary potential pollution source for this site is sediment from grading and other
construction activities. Other potential sources of pollution include: dust, dewatering, solid
waste disposal, temporary sanitary facilities, concrete/mason’s waste, small temporary fuel
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containers, and other materials due to staging and construction activities. The contractor is
required to note the locations of concrete/mason’s waste areas, solid waste disposal
facilities, porta-pottys, chemicals/fertilizers, and any other potential pollution source on the
site map. See site map for additional information.
G.Non-Stormwater Discharges
The General Permit for Storm Water Discharges Associated with Construction Activities
prohibits most non-storm water discharges during the construction phase. Allowable non-
storm water discharges that may occur during construction on this project, which are
covered by the General Permit, include:
1.Discharges from fire fighting activities;
2.Landscape irrigation return flow and;
3.Springs and uncontaminated groundwater.
Non-Stormwater discharges such as construction dewatering are not covered under this
permit. If construction dewatering is anticipated to be discharged from the site, it shall be
the contractor’s responsibility to obtain a construction dewatering permit through the
Colorado Department of Public Health and Environment (CDPHE). Likewise, concrete
washout water shall not be released from the site, unless a separate permit is obtained by
the contractor.
H.Receiving Waters
The runoff for the site will be conveyed to the public storm sewer system, which crosses
Highway 34 and then outfalls to Big Thompson River approximately 0.1 miles to the south.
Big Thompson River then flows into Lake Estes approximately 0.5 miles to the east.
III.EROSION/SEDIMENT CONTROLS AND OTHER BMP’S
A variety of BMP’s will be implemented to minimize erosion and control sediment at the
site. Some controls are intended to function temporarily and will be used as needed for
pollutant control during the construction period. These include silt fence, wattles,
temporary sediment traps, inlet protection, rock check dams, slope protection, and the
vehicle tracking control pad.
Disturbed areas that will be inactive for 30 days or more will be stabilized by providing
temporary seeding and crimping of straw mulch. Erosion control matting consisting of a
mixture of straw and coconut fiber will need to be placed on any slope of 10:1 or steeper
subsequent to seeding.
Permanent stabilization will be accomplished in all disturbed areas by covering the soil
with pavement, building foundation, vegetation, or other approved forms of soil
stabilization.
A. Erosion and Sediment Controls
1.Soil Stabilization-The purpose of soil stabilization is to prevent soil from
eroding and leaving the site. In the natural condition, soil is stabilized by native
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vegetation. The primary technique to be used at this project for stabilizing site soils
will be to provide a protective cover of grass, pavement, or building structure.
a.) Temporary Seeding or Stabilization – Areas may be stabilized
temporarily with the use of fast-germinating annual grass/grain varieties,
straw/hay mulch, wood cellulose fibers, tackifiers, netting or blankets. For
temporary or permanent seeding, please submit proposed seed mix to
engineer (Galloway) for approval prior to seeding.
b.) Permanent Seeding or Sodding – All areas at final grade must be
seeded or sodded within 30 days after completion of work in any area. The
entire site must have permanent vegetative cover established in all areas not
covered by hardscape at the completion of all soil disturbing activities on
site. All seeded areas should be protected with straw mulch or a rolled
erosion control product. For temporary or permanent seeding, please submit
proposed seed mix to engineer (Galloway) for approval prior to seeding.
2.Structural Controls- Structural controls for this project will consist of
BMP’s to be utilized in two different phases of construction. Phasing of the BMP’s
for the different construction activities is described in Section IIB (see Site Map
\[Sheet C2.0\] for additional detail). Once these BMPs are properly installed, they
will minimize erosion and the transport of sediment from the site during
construction. Structural BMP details are shown on Sheet C2.1 of the Construction
Drawings.
a)Sediment Traps– Temporary sediment traps are depressions
constructed down slope of construction activity and located such that storm
water runoff from upland areas of less than 5 acres are diverted through the
trap. Sediment traps shall be constructed as indicated by the Site Maps and
shall be constructed as part of the initial BMPs whenever practical.
Sediment traps are called out on Sheet C2.0, and may also be used as
necessary as site conditions dictate. Sediment traps are detailed on Sheet
C2.1. An overflow weir and check dam will be incorporated at the outlet to
discharge flow from the trap. Sediment traps shall be phased with the
earthwork activity where practical.
b)Silt Fence – Silt fence is a synthetic permeable woven or non-woven
geotextile fabric incorporating wood or metal support stakes at intervals
sufficient to support the fence (5-feet minimum), water, and sediment
retained by the fence. The fence is designed to retain sediment-laden storm
water and allow settlement of suspended soils before the storm water flows
through the fabric and discharges off-site. Install silt fence at a fairly level
grade (along the contour) to provide sufficient upstream storage volume for
the anticipated runoff. Drainage area shall not exceed ¼ acre per 100 feet of
silt fence.
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c)Vehicle Tracking Control Pad– All access points from the public
street into the construction site shall include a vehicle tracking control pad
composed of course stone to the dimensions shown on Sheet C2.1. The
rough texture of the stone helps to remove clumps of soil adhering to the
construction vehicle tires through the action of vibration and jarring over the
rough surface and the friction of the stone matrix against soils attached to
vehicle tires.
d)Storm Sewer Inlet Protection– Curb and grated inlets are protected
from the intrusion of sediment through a variety of measures as shown on
the details included on Sheet C2.1. The primary mechanism is to place
controls in the path of flow sufficient to slow the sediment-laden water to
allow settlement of suspended soils before discharging into the storm sewer.
It is possible that as construction progresses from storm sewer installation
through to paving that the inlet protection devices could change. All inlet
protection devices create ponding of storm water. This should be taken into
consideration when deciding on which device or devices should be used.
e)Check Dams – Defined channels subject to concentrated flows in
larger quantities and higher velocities may be protected with rock or other
manufactured device that can be used as a check dam. The dams impound
sediment-laden water and allow for settlement of suspended soil before the
storm water flows over and through the device. Dams shall be placed along
the water course at linear intervals in which the elevation of the bottom of
the upper most check dam is at the same elevation as the top of the check
dam immediately below it. This will allow the most ponding capacity and
will not increase the velocity of the water flowing along the channel.
Locations and spacing of the check dams is shown on the Site Maps. Check
dams are composed of crushed stone or rip rap or of other manufactured
devices. See Sheet C2.1 for the types of dams to be used on this site.
f)Swales –Swales are constructed as shown on the Site Maps at
locations within the construction site to intercept overland flow and direct or
divert flow to a sediment basin or other point where discharge can be
controlled. Ditches are excavated in the surface soils with the spoils from
the excavation typically placed along the downstream edge of the ditch to
provide additional capacity. Berms are built up on the surface soils and
compacted to create a stable diversion.
g)Wattles – Wattles are tubes consisting of straw, compost, excelsior,
or coconut fiber. As with silt fence, wattles are designed to slow the flow of
sediment-laden storm water and allow settlement of suspended soils before
the storm water flows through the fabric and discharges off-site. Wattles
shall be installed per the detail on Sheet C2.1.
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B.Other Pollutant Controls
This section includes the controls of pollutants other than sediment and additional
requirements of the General Permit.
1.Dust Control -Construction traffic must enter and exit the site at the
stabilized vehicle tracking control pad. The purpose is to trap dust and mud that
would otherwise be carried off-site by construction traffic. Large areas of soil that
are denuded of vegetation and have no protection from particles being picked up
and carried by wind should be protected with a temporary cover or kept under
control with water or other soil adhering products to limit wind transported particles
exiting the site perimeter.
Water trucks or other dust control agents will be used as needed during construction
to reduce dust generated on the site. Dust control must be provided by the General
Contractor to a degree that is in compliance with applicable local and state dust
control regulations.
2.Dewatering – Discharges from dewatering activities are not allowed under
the Colorado General Permit. If groundwater from construction dewatering will be
discharged from the site, the General Contractor must obtain a dewatering permit
according to state and local regulations. This permit must be obtained through the
Water Quality Control Division with CDPHE. Discharges from dewatering
operations must be directed through an appropriate pollution prevention/treatment
measure, such as a pump discharge filter bag, sediment trap or sediment basin prior
to being discharged from the site or into a water body of the State. Under no
circumstances are discharges from dewatering operations to be discharged directly
into streams, rivers, lakes or other areas beyond the permitted project area.
Likewise, discharges into storm sewer systems that do not drain to a suitable on-site
treatment facility, such as a basin, are also prohibited. Discharges from dewatering
operations must also be conducted in a manner sufficient to prevent erosion from
the discharge runoff.
Use best management practices when dewatering. Place intake hose on a flotation
or similar device and do not pump directly from the bottom of the basin, trench, etc.
Always pump through a sediment control BMP and dewater within the permitted
limits of disturbance to ensure discharge criteria are achieved. Do not discharge on
a slope greater than three percent or within 20’ of a surface water body.
Dewatering should not occur during or immediately after precipitation events, but
exceptions will be evaluated on a case by case basis.
3.Solid Waste Disposal -No solid materials, including building materials, are
allowed to be discharged from the site with storm water. All solid waste, including
disposable materials incidental to the major construction activities, must be
collected and placed in containers. The containers will be emptied as necessary by
a contract trash disposal service and hauled away from the site. Covers for the
containers will be provided as necessary to meet state and local requirements.
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Substances that have the potential for polluting surface and/or groundwater must be
controlled by whatever means necessary in order to ensure that they do not
discharge from the site. As an example, special care must be exercised during
equipment fueling and servicing operations. If a spill occurs, it must be contained
and disposed of so that it will not flow from the site or enter groundwater, even if
this requires removal, treatment, and disposal of soil. In this regard, potentially
polluting substances should be handled in a manner consistent with the impact they
represent.
4.Sanitary Facilities -All personnel involved with construction activities must
comply with state and local sanitary or septic system regulations. Temporary
sanitary facilities will be provided at the site throughout the construction phase.
They must be utilized by all construction personnel and will be serviced by a
commercial operator. The location of sanitary facilities shall be shown on the Site
Map by the contractor. Portable toilets must be securely anchored and are not
allowed within 30’ of inlets or permitted limit of disturbance or within 50’ of a
water of the State.
5.Concrete Waste -Discharge of excess or waste concrete and/or wash water
from concrete trucks will be allowed on the construction site, but only in
specifically designated diked areas prepared to prevent contact between the
concrete and/or wash water and storm water that will be discharged from the site.
The General Contractor shall eliminate or minimize the number of seams in the
liner.
Alternatively, waste concrete can be placed into forms to make rip rap or other
useful concrete products. The cured residue from the concrete washout diked areas
shall be disposed in accordance with applicable state and federal regulations. The
SWMP administrator is responsible for assuring that these procedures are followed.
The location of concrete washout areas shall be shown on the Site Map.
6.Mason’s Area -Contractor shall identify mason’s area on the site and
indicate location on the Site Map. To the extent practical, all masonry tools,
material, including sand and sacked cement or mortar materials, and equipment
shall be located within the area identified. Runoff control, such as berms or
diversion ditches, silt fence, straw wattles, or other means of containment shall be
provided to prevent the migration of storm water runoff from the mason’s area.
Receptacles for debris and trash disposal shall also be provided.
7.Fuel Tanks -Temporary on-site fuel tanks for construction vehicles shall
meet all state and federal regulations. Tanks shall have approved spill containment
with the capacity required by the applicable regulations. From NFPA 30: All tanks
shall be provided with secondary containment (i.e. containment external to and
separate from primary containment). Secondary containment shall be constructed of
materials of sufficient thickness, density, and composition so as not to be
structurally weakened as a result of contact with the fuel stored and capable of
10
containing discharged fuel for a period of time equal to or longer than the maximum
anticipated time sufficient to allow recovery of discharged fuel. It shall be capable
of containing 110% of the volume of the primary tank if a single tank is used, or in
the case of multiple tanks, 150% of the largest tank or 10% of the aggregate,
whichever is larger.
The tanks shall be in sound condition free of rust or other damage which might
compromise containment. Fuel storage areas will meet all EPA, OSHA and other
regulatory requirements for signage, fire extinguisher, etc. Hoses, valves, fittings,
caps, filler nozzles, and associated hardware shall be maintained in proper working
condition at all times. The location of fuel tanks shall be shown on the Site Map by
the Contractor.
8.Hazardous Material Management and Spill Reporting Plan -Any hazardous
or potentially hazardous material that is brought onto the construction site will be
handled properly in order to reduce the potential for storm water pollution. All
materials used on this construction site will be properly stored, handled, dispensed
and disposed of following all applicable label directions. Material Safety Data
Sheets (MSDS) information will be kept on site for any and all applicable materials.
In the event of an accidental spill, immediate action will be undertaken by the
General Contractor to contain and remove the spilled material. All hazardous
materials will be disposed of by the Contractor in the manner specified by federal,
state and local regulations and by the manufacturer of such products. As soon as
possible, the spill will be reported to the appropriate agencies. As required under
the provisions of the Clean Water Act, any spill or discharge entering waters of the
United States will be properly reported. The General Contractor will prepare a
written record of any such spill and associated cleanup activities of petroleum
products or hazardous materials in excess of 1 gallon or reportable quantities,
whichever is less. The General Contractor will provide notice to Owner within 24-
hours of the occurrence of the spill. A spill report form is included in the
Appendix.
Any spills of petroleum products or hazardous materials in excess of Reportable
Quantities as defined by EPA or the state or local agency regulations, shall be
immediately reported to the EPA National Response Center (1-800-424-8802) and
the Colorado Department of Public Health and Environment (CDPHE) (1-877-518-
5608). The reportable quantity for petroleum releases is 25 gallons or more (or that
cause a sheen on nearby surface waters). Spills from regulated aboveground and
underground fuel storage tanks must be reported to the State Oil Inspector within 24
hours (after-hours contact CDPHE Emergency Spill Reporting Line). This includes
spills from fuel pumps. Spills or releases of hazardous substances from regulated
storage tanks in excess of the reportable quantity (40 CFR Part 302.6) must be
reported to the National Response Center and the local fire authority immediately
and to the State Oil Inspector within 24 hours.
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In order to minimize the potential for a spill of petroleum product or hazardous
materials to come in contact with storm water, the following steps will be
implemented:
a)All materials with hazardous properties (such as pesticides,
petroleum products, fertilizers, detergents, construction chemicals, acids,
paints, paint solvents, additives for soil stabilization, concrete, curing
compounds and additives, etc.) will be stored in a secure location, under
cover, when not in use.
b)The minimum practical quantity of all such materials will be kept on
the job site and scheduled for delivery as close to time of use as practical.
c)A spill control and containment kit (containing for example,
absorbent material such as kitty litter or sawdust, acid neutralizing agent,
brooms, dust pans, mops, rags, gloves, goggles, plastic and metal trash
containers, etc.) will be provided at the storage site.
d)All of the product in a container will be used before the container is
disposed of. All such containers will be triple rinsed, with water prior to
disposal. The rinse water used in these containers will be disposed of in a
manner in compliance with state and federal regulations and will not be
allowed to mix with storm water discharges.
e)All products will be stored in and used from the original container
with the original product label.
f)All products will be used in strict compliance with instructions on
the product label.
g)The disposal of excess or used products will be in strict compliance
with instructions on the products label.
9.Long-Term Pollutant Controls -Storm water pollutant control measures
installed during construction that will also provide storm water management
benefits after construction, include an extended detention basin (which will
incorporate water quality into its design), and revegetation of all disturbed areas
with soil cover.
C.Other Best Management Practices
During the construction phase, the General Contractor shall implement the
following measures:
1)Stockpiles- Materials resulting from the clearing and grubbing or
excavation operations shall be stockpiled up slope from adequate sedimentation
controls. Materials removed to an off-site location shall be protected with
appropriate controls and properly permitted.
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2)Construction Staging Area - The General Contractor shall designate areas
on the Site Map for equipment cleaning, maintenance, and repair. The General
Contractor and subcontractors shall utilize such designated areas. Cleaning,
maintenance, and repair areas shall be protected by a temporary perimeter berm,
shall not occur within 150 feet of any waterway, and in areas located as far as
practical from storm sewer inlets.
3)Use of detergents for large scale washing is prohibited (i.e. vehicles,
buildings, pavement surfaces, etc.).
4)Storage - Chemicals, paints, solvents, fertilizers, and other toxic materials
must be stored in waterproof containers. Except during application, the containers
and contents must be kept in trucks or within storage facilities. Runoff containing
such material must be collected, removed from the site, treated, and disposed of at
an approved solid waste and chemical disposal facility.
IV. SWMP ADMINISTRATOR, INSPECTIONS & MAINTENANCE
A.SWMP Administrator
The General Contractor shall be responsible for designating a SWMP Administrator as
required by the General Permit. The SWMP Administrator shall be a specific individual
employed by the General Contractor and shall be responsible for developing,
implementing, maintaining, and revising the SWMP as long as the permit is active. The
SWMP Administrator shall be the contact for all SWMP-related issues and should have the
authority to adequately manage and direct day-to-day stormwater quality management
activities at the site. The SWMP Administrator shall work directly with the engineer
(Galloway) any time major changes to the Site Map are proposed prior to its
implementation. See section C.3.a of the General Permit (in Appendix) for specific
information on the SWMP Administrator.
Between the time this SWMP is implemented and the final Inactivation Notice has been
submitted, all disturbed areas and pollutant controls must be inspected at a minimum of
once every fourteen (14) calendar days. The purpose of site inspections is to assess
performance of pollutant controls. The inspections will be conducted by the SWMP
Administrator. Based on these inspections, the SWMP Administrator will decide whether
it is necessary to modify this SWMP, add or relocate controls, or revise or implement
additional Best Management Practices in order to prevent pollutants from leaving the site
via storm water runoff. The SWMP Administrator has the duty to cause pollutant control
measures to be repaired, modified, supplemented, or take additional steps as necessary in
order to achieve effective pollutant control.
13
B.Evaluation of BMPs During Site Inspections
Examples of specific items to evaluate during site inspections are listed below. This list is
not intended to be comprehensive. During each inspection, the SWMP Administrator must
evaluate overall pollutant control system performance as well as particular details of
individual system components. Additional factors should be considered as appropriate to
the circumstances.
1)Vehicle Tracking Control Pad Trackout -Locations where vehicles enter and exit
the site must be inspected for evidence of off-site sediment tracking. A stabilized
construction exit shall be constructed where vehicles enter and exit. Exits shall be
maintained or supplemented with additional rock as necessary to prevent the release of
sediment from vehicles leaving the site. Any sediment deposited on the roadway shall be
swept as necessary throughout the day or at the end of every day and disposed of in an
appropriate manner. Sediment shallNOT be washed into storm sewer systems.
2)Sediment Control Devices -Sediment barriers, traps and basins must be inspected
and they must be cleaned out at such time as their original capacity has been reduced by 50
percent. All material excavated from behind sediment barriers or in traps and basins shall
be incorporated into on-site sols or spread out on an upland portion of the site and
stabilized. To minimize the potential for sediment releases from the project site perimeter,
control devices shall be inspected with consideration given to changing up-gradient
conditions. Additional sediment barriers must be constructed as needed.
3)Material Storage Areas -Inspections shall evaluate disturbed areas and areas used
for storing materials that are exposed to rainfall for evidence of, or the potential for,
pollutants entering the drainage system or discharging from the site. If necessary, the
materials must be covered or original covers must be repaired or supplemented. Also,
protective berms must be constructed, if needed, in order to contain runoff from material
storage areas. All state and local regulations pertaining to material storage areas will be
adhered to.
4)Vegetation -Grassed areas shall be inspected to confirm that a healthy stand of
grass is maintained. The site has achieved final stabilization once all areas are covered
with building foundation or pavement, or have a stand of grass with a minimum of 70
percent density or greater over the entire vegetated area in accordance with the General
Permit requirements. The vegetative density must be maintained to be considered
stabilized. Areas must be watered, fertilized, and reseeded as needed to achieve this
requirement. Areas protected by erosion control blankets are not permanently stabilized
until a vegetative density of 70% is achieved.
5)Discharge Points -All discharge points must be inspected to determine whether
erosion and sediment control measures are effective in preventing discharge of sediment
from the site or impacts to receiving waters.
6)Record Keeping -The contractor shall keep a log of inspections and maintenance of
the site BMP’s. This log will contain the date, time, conditions, and actions if any taken.
14
The log must be signed after each entry. This log should be available for inspection upon
request. A standard log is included as attachment to this SWMP.
V.FINAL SITE STABILIZATION
Final site stabilization is achieved when perennial vegetative cover provides permanent
stabilization with a vegetative density of 70 percent or greater over the entire disturbed area when
compared to pre-disturbance levels. This is exclusive of building, paved, and rocked areas. Prior
to any seeding, the General Contractor shall submit the proposed seed mix to the Engineer
(Galloway) for approval.
Once final stabilization has been achieved, it is this SWMP signatory’s responsibility to submit a
Notice of Inactivation with the State. A notice of Inactivation Form has been attached to this
SWMP (See Appendix).
Ultimately, it is the responsibility of the General Contractor and SWMP Administrator to assure
the adequacy of site pollutant discharge controls. Actual physical site conditions or contractor
practices could make it necessary to install more structural controls than are shown on the plans.
For example, localized concentrations of runoff could make it necessary to install additional
sediment barriers. Assessing the need for additional controls and implementing them or adjusting
existing controls will be a continuing aspect of this SWMP until the site achieves final
stabilization. Any modifications, additions or deletions of sediment control devices that may alter
the hydraulic design of the site or are located in areas of potential high flow (basins, traps, check
dams, diversions. etc.) must be approved by the Engineer (Galloway) prior to making the change.
15
APPENDIX ACOLORADO GENERAL PERMIT AND APPLICATION
APPENDIX BOTHER STATE FORMS
PERMIT MODIFICATION FORM
NOTICE OF AMENDMENT OF PERMIT COVERAGE
NOTICE OF REASSIGNMENT
APPLICATION FOR TRANSFER OF OWNERSHIP
CHANGE OF CONTACT(S) FORM
INACTIVATION NOTICE
APPENDIX CCONSTRUCTION SITE NOTICE
APPENDIX DSPILL REPORT FORM
16
APPENDIX A
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APPENDIX B
APPENDIX C
CONSTRUCTION SITE NOTICE
FOR THE
CDPS GENERAL PERMIT
Contractor Firm:
Contractor
Address:
Contact Name &
_________________________________ ___________________
Number:
Name Phone Number
(Site Superintendent &
SWMP Administrator)
_________________________________ ___________________
Name Phone Number
Project
Description:
Safeway Fueling Station & 850 SF Kiosk –
Located at Northwest corner of Highway 34 and
Steamer Drive, Estes Park, Colorado
APPENDIX D
Spill Report Form
Safeway Fueling:
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.
SWMP AdministratorDate
H2425YM261NI231CSQ
INVOICE
TOWN OF ESTES PARK Name:Safeway
170 MacGregor AvenueService Address621 Big Thompson Avenue
P.O. Box 1200Phone:
Estes Park, CO 80517Calculated By:WJL
970-586-5331Date:7/26/2010
Work Order #:11424
Cost Summary
Unit CostQuantityTotal
Labor42.50$ 321,360.00$
Truck hours47.50$ 16760.00$
Mileage0.80$ 2016.00$
Materials total$ 4,081.14
Service change100.00$ -$
Connect fee - overhead290.00$ -$
Connect fee - underground190.00$ 1190.00$
Temporary fee50.00$ 150.00$
Construction temporary$ -100.00$
GRAND TOTAL:6,457.14$
Materials Itemization
ItemStock #Unit CostQuantityTotal
6' ground rod675-070-000027.30$ 17.30$
Tank ground675-070-000092.10$ 12.10$
Ground rod clamp675-070-000100.88$ 10.88$
4 str. cu. softdrawn / ft.208-010-000100.35$ 62.10$
15kva1,300.00$ 11,300.00$
MOV elbow arrester900-030-0000181.00$ 181.00$
2 str. safe break elbow900-030-0000532.00$ 264.00$
2 str.-4/0 str. jacket seal kit900-030-0000410.00$ 220.00$
Trans. pad 42 x 42 x 4"900-060-0001263.00$ 163.00$
Parking bushings 200A.900-040-0000140.00$ 4160.00$
Bushing well inserts900-040-0000428.30$ 256.60$
2 str. alum. Jacketed U.G.208-015-000281.55$ 2031.00$
1/0 triplex secondary U.G.208-015-000051.40$ 460644.00$
Pull-box small street light900-055-0000419.40$ 358.20$
Three Phase C.T. Metering without C.T. Can1,500.00$ 11,500.00$
4 - 350 ss PED900-010-000027.64$ 968.76$
4 - 350 cjp PTF900-015-000037.40$ 322.20$
Total materials:4,081.14$
COMMENTS: This is for new three phase service for new fueling station, reimbursement
to Schrader's on their 5 year contract in now include Safeway billing as per contract.
Schraders is currently using 30% of existing transformer capacity so will probably be sufficient
for fueling station depending on load calculations and service size. If load calculations & service
size require the transformer to be upgraded those charges will also apply.
This dosen't include trench , conduit , service, or street lights.
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