HomeMy WebLinkAboutFORT COLLINS VETERINARY EMERGENCY & REHABILITATION HOSPITAL - PDP - PDP130018 - SUBMITTAL DOCUMENTS - ROUND 2 - DRAINAGE REPORTQ
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VICINITY MAP
APPENDIX A
VICINITY MAP
A
7. REFERENCES
1. City of Fort Collins, "Storm Drainage Criteria Manual", (SDCM), dated June,
2001 and Ordinance 174 adopted in December 2011.
2. Urban Drainage and Flood Control District, "Urban Storm Drainage Criteria
Manual", Volumes 1 and 2, dated March, 1969, and Volume 3 dated September,
1992.
3. Old Town Master Drainage Plan Update by Anderson Consulting currently in
progress.
4. Drainage calculations for 800 Lemay Carwash and Tunex dated July 15, 1986 by
Stewart & Associates.
13
pumped groundwater will be conveyed and the measures taken to prevent the transport
of any pollutants to downstream waters.
7) Inspection & Maintenance:
It is required that routine site inspections are performed to effectively address maintenance and
repair of Best Management Practices (BMP's). The site inspections are to performed by the
contractor or an inspector designated by the administrator at a minimum of once every fourteen
(14) calendar days on active construction sites and after any significant storm event (an event
causing runoff). As part of the site inspections the inspector is required to keep documentation of
all inspections and BMP maintenance, including an updated Site Map indicating new BMP's or
the removal of BMP's since the previous inspection.
Any maintenance, repair, or necessary installation of BMP's that are noted during the inspection
must be completed within seven (7) calendar days from the date of the inspection.
6. CONCLUSIONS
6.1 Compliance with Standards
All computations that have been completed within this report are in compliance with the
City of Fort Collins Storm Drainage Design Criteria Manual and the drainage
calculations for 800 Lemay Carwash and Tunex.
6.2 Drainage Concept
The proposed drainage concepts presented in this report and on the construction plans
adequately provide for conveyance of runoff to the street or existing storm system. No
new storm conveyances are proposed on site.
If, at the time of construction, groundwater is encountered, a Colorado Department of
Health Construction Dewatering Permit would be required.
12
routes intersect paved public roads. Vehicle tracking control pads shall be installed to
minimize the transport of sediment (mud) by runoff or vehicles tracking onto the paved
surface. Any mud tracked to public roads shall be removed on a daily basis and after
any significant storm that causes sediment to be transported.
It is unlawful to track sediment/mud onto public streets and may be enforced by the City
of Fort Collins or by the State of Colorado.
5) Waste Management and Disposal:
Portable toilets will be anchored & periodically maintained by waste management
company. Dumpsters on site will be covered & periodically emptied by waste
management company. Concrete waste will be allowed to harden and then will be
removed from site.
No washing activities will occur on site.
Location of the concrete washout is shown on the site map. The washout will be
sufficiently deep to accommodate all anticipated concrete truck wash water. Waste
concrete will be allowed to harden and be removed from site periodically as the
washout reaches 50% of its capacity.
6) Groundwater and Stormwater Dewatering:
No groundwater encountered during soils exploration
therefore not anticipated to be an issue.
If groundwater is encountered a groundwater discharge permit shall be obtained and a
detailed report shall be completed describing the location and the route of where
trap sediments.
2) Materials Handling and Spill Prevention:
Materials Handling &Spill
Approximate location on site
Applicable to this
Prevention BMP
Project
Portable toilets, anchored &
Refer to site map
X
located away from drainages
Fuel storage located in bulk tanks
with secondary containment &
spill kit
Mobile fueling performed at least
200 feet away from drainages &
Refer to site map
X
fully attended
Fertilizers, form oil, solvents,
cleaners, detergent stored in 55 gal
Refer to site map
X
or smaller containers, kept in
storage units
Dumpsters containing used
chemicals containers & liquid
Refer to site map
X
wastes kept covered
Equipment cleaning (on site) uses
no detergents & flows to onsite
retention basin
In case of a release of fuel or other
chemicals, absorbent booms or
earthen berms will be immediately
Location of spill
X
constructed to contain the spill &
prevent runoff to adjacent surface
waters
MSDS sheets for onsite chemicals
will be kept at the construction
Construction Trailer
X
trailer to facilitate spill response &
cleanup
3) Dedicated Asphalt or Concrete Batch Plant:
Not proposed with this development.
4) Vehicle Tracking Pad:
Vehicle tracking control pad shall be installed wherever construction vehicle access
E
daily (no onsite maintenance)
5.5 BMP Implementation
1) Phased BMP Implementation
BMP's are expected to change as the construction progresses and it is the responsibility
of the contractor to ensure appropriate BMP's are in place and/or removed at the
appropriate time in the construction sequence. All BMP's shall be inspected and
repaired or replaced as required to satisfy the conditions of the Stormwater Discharge
Permit. All BMP's must be maintained and repaired as needed to assure continued
performance of their intended function.
The following phase depictions and erosion controls are suggestions to the contractor only
and are in no way intended to dictate construction phasing or control of the work on site.
The contractor shall be responsible to control construction phasing and provide adequate
erosion control associated with each phase in order to comply with the SWM Plan and
Permit that is obtained by the contractor (or owner) for the site.
Phase I — Mobilization
Install silt fence, Install rock sock at existing inlet, set dumpster.
Phase 2 — Demolition
Remove building & remove building debris from site. Sawcut & remove pavements
noted for removal on the demolition plan, remove Sand / oil separator and dispose of
properly
Phase 3 - Overlot Grading
Fill on site to achieve building pad elevation
Phase 4 - Utilities
Excavate and install for water service, excavate and install dry utilities
Phase 5 —Site Paving
Install sub base, install concrete washout, install curbs and sidewalks, install Asphalt
pavement.
Phase 6 — Building construction
Install install concrete foundation, remove concrete washout. Complete building
construction
Phase 7 — Landscape installation
Backfill on site curbs and final shape swale and planting areas,
Landscape plant installation, Install mulch ground cover & sod
Phase 8 — Final Stabilization
Final stabilization is complete when constructed improvements are in place, Inspect
completed construction for possible sources of erosion and amend the plan as required to
9
Non -Structural Practices for Erosion and Sediment Control:
Soils exposed during the earthwork phase and landscape prep phase shall be kept in a roughened
condition by ripping or disking along land contours until mulch, vegetation, or other permanent
erosion control is installed. No large amount of soils (in excess of 15 yards) will be allowed to be
stock piled on site. Overburden from the utility pipe trenching will be piled adjacent to trenches
upstream of sediment controls and will be replaced in the trenches within 72 hours.
Excess excavated materials from the demolition and grading phases of the project that cannot be
reused on site will be exported as it is excavated. This includes any asphalt pavement from the
existing site that is to be removed.
A vehicle tracking pad will be installed at a location most beneficial to the site construction as
determined by the contractor. Vehicles will not be permitted in the excavated area if soil is
muddy. Gravel sub base will be placed and compacted in the areas indicated for pavement
following excavation. During construction activities the street will be monitored for foreign
debris tracked out of the site and mechanical sweeping and clean up will be performed as
needed.
No area shall remain exposed by land disturbing activity for more than thirty (30) days before
required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed.
Temporary & Permanent non-structural BMP's:
Non -Structural BMP
Approximate location on -site
-
Applicable to this
Project
Surface roughening
Entire site
X
Soil stockpile height limit (less
than 10')
Perimeter vegetative buffer
West boundary of site
X
Minimization of site disturbance
Entire site
X
Mulch
Seed & mulch stockpiles after 30
days
Stockpile toe protection (silt fence,
wattles or ditch)
Preservation & protection of
West boundary of site
X
existing vegetation & trees
Good site housekeeping (routine
Entire Site
X
cleanup of trash & constr debris)
Heavy equip staged on site,
Staging area
X
properly maintained & inspected
8
SEDIMENT/EROSION CONTROL
BEST MANAGEMENT PRACTICES (BMPs)
COST OPINION SPREADSHEET
Fort Collins Veterinary Hospital
Item
No.
BMP
ID
Unit
Installation
Unit Cost
Maintenance
as % of
Installation
Installation &
Maintenance
Unit Cost
Quantity
Cost
1
Check Dam
CDR
LF
25%
$0.00
$0.00
2
Check Dam (Reinforced)
CDR
LF
25%
$0.00
$0.00
3
Concrete Washout Area
CWA
EA
$1,200.00
200%
$3,600.00
1
$3,600.00
4
lConstruction Fence
CF
I LF
25%
$0.00
$0.00
5
Construction Markers
CM
LF
50%
$0.00
$0.00
6
Culvert Inlet Filter
CIF
LF
25%
$0.00
$0.00
7
Dewatering
DW
EA
50%
$0.00
$0.00
8
Diversion Ditch (Unlined)
DD
LF
25%
$0.00
$0.00
9
Diversion Ditch (ECM or plastic)
DD
LF
10%
$0.00
$0.00
10
Sediment/Erosion Control Matting
ECM
SY
25%
$0.00
$0.00
11
Inlet Protection
IP
LF
50%
$0.00
$0.00
12
Reinforced Rock Berm
RRB
LF
25%
$0.00
$0.00
13
Sediment Basin(')
SB
LF
25%
$0.00
$0.00
14
Sediment Control Log (Wattle)
SCL
LF
$4.60
25%
$5.75
15
$86.25
15
Seeding and Mulching
SM
AC
50%
$0.00
$0.00
16
Silt Fence
SF
LF
$3.00
75%
$5.25
250
$1,312.50
17
Rock Sock
RS
LF
$10.00
10%
$11.00
30
$330.00
18
Stabilized Staging Area
SSA
SY
50%
$0.00
$0.00
19
Surface Roughening
SR
AC
25%
$0.00
$0.00
20
Temporary Stream Crossing
TSC
EA
25%
$0.00
$0.00
21
Topsoil (6-inch Lift)
TSL
AC
25%
$0.00
$0.00
22
Vehicle Tracking Control(2)
VTC
EA
$1,500.00
100%
$3,000.00
1
$3,000.00
Contractor Added BMP(s) I')
23
%
$0.00
24
%
$0.00
25
%
$0.00
26
%
$0.00
27
%
$0.00
2$
1
1
%
$0.00
SUBTOTAL COST $8,328.75
CONTINGENCY 15% $1,249.31
TOTAL COST (4) $9,578.06
5.4 Best Management Practices (BMP's) for Stormwater Pollution Prevention
Structural Practices for Erosion and Sediment Control
Structural practices for the site will consist mainly of silt fence and rock sock filters and are
described in detail in the following paragraphs. These BMP's are expected to remain in place
construction progresses. If additional BMP's are required to provide adequate protection, it is the
responsibility of the contractor to ensure appropriate BMP's are in place and/or removed at the
appropriate time in the construction sequence. All temporary and permanent erosion and
sediment control practices must be maintained and repaired as needed to assure continued
performance of their intended function.
Silt fence and rock sock filters shall be in place prior to commencement of construction
activities. During clearing and grubbing necessary for silt fence installation, all cleared material
shall be placed on the uphill side so that if erosion occurs from the cleared material, the sediment
will be trapped and not transported downstream. Rock socks shall be located around the existing
inlet as shown on the Drainage & Erosion Control Plan.
All BMP's shall be installed per the details shown on the construction plan set.
Temporary & Permanent Structural BMP's:
Structural BMP
Approximate location on site
Applicable Project this
Silt Fence
Site perimeter, refer to site map
X
Straw bale dams
Wattles
At existing inlet
X
Earthen diversion dams
Vegetated swales
Sediment trap/pond
Pipe slope drains
Geogrid
Inlet/outlet protection
Existing inlet, refer to site map
X
Culverts
Riprap
Erosion control mats
Inlet protection
At inlets, refer to site map
X
7
Permit holder:
Name:
Address:
Phone Number:
Email Address:
Appointed agent:
Name:
Address:
Phone Number:
Email Address:
5.3 Identification and location of all potential pollution sources
Potential Pollutant Source Activity
Potential Pollutant Generated
Applicable to
this project
Disturbed Areas
Sediment
X
Soil stockpiles
Sediment
X
Travel to adjacent public streets
Tracked sediment
X
Contaminated soils
Sediment, chemicals
Loading and unloading chemicals
Chemicals
Outdoor storage of chemicals
Chemicals
On site equipment maintenance
Oil, grease
On site equipment fueling
Diesel, gasoline
X
Dust generating activities
Particulates, sediment
X
Use of fertilizer, pesticides, herbicides
Fertilizer, pesticides
Use of detergents, solvents, oils
Detergents, solvents, oil
X
Waste dumpsters, waste piles
Chemicals
X
Concrete washout
Concrete, sediment
X
On site equipment washing
Detergents, oil
On site asphalt batch plant
Asphaltic cement, sediment
On site concrete batch plant
Cement, sediment
Portable toilets
Domestic sewage
X
maintained and all runoff from the site will continue to flow to this detention area. The
amount of imperviousness in this basin will also be reduced, therefore the amount of
runoff anticipated will also be reduced with this proposed redevelopment.
Basin 3 includes a small area along the west boundary of 808 South Lemay that will
drain directly to Lemay Avenue as it has historically done. The majority of this basin is
landscape area.
4.3 Drainage Summary
All runoff from this site and the adjacent sites will be safely conveyed via surface flow to
the street or existing storm system. The site will maintain the drainage patterns that
currently exist on site.
The City of Fort Collins will be responsible for maintenance of the existing storm
drainage facilities located within the right-of-way. The drainage facilities located on the
site will be maintained by the property owner.
5. STORMWATER MANAGEMENT CONTROLS
5.1 Written Analysis
The site is currently developed and a majority of the improvements will be preserved in
order to minimize site disturbance and the opportunity to generate sediment. The nature
of the construction activities are demolition, installation of new utility services and
construction of a new building. As stated previously, the total site area is 0.6 acres. The
existing vegetative cover is 17% and the proposed vegetative cover is 26%. The area
proposed to be disturbed is 50% of the site. The nearest receiving water is the Cache la
Poudre River north of the site. The runoff from the site enters the River via Lemay
Avenue at a location approximately 500' north of the site.
The purpose of the construction activities is to provide additional facilities for the
existing veterinary hospital. Construction Phasing is addressed in Section 5.5.
5.2 SWMP contact information
5
basins. Standard Form 9 (SF-9) provides a summary of the design flows for all Sub -
basins and Design Points associated with this site.
3.4 Hydraulic Criteria
No hydraulic calculations were completed for this site because the amount of runoff from
this site will not increase. It is assumed that the existing storm conveyances currently
operate adequately in storm events and this development will not impact the existing
operation.
4. DRAINAGE FACILITY DESIGN
4.1 General Concept
The runoff from this site will be collected in the flowpath in the asphalt and be conveyed
to Lemay Avenue or to the existing detention pond and inlet in the northeast corner of the
site. No runoff from this site will impact the adjacent properties.
4.2 Specific Flow Routing
A summary of the drainage patterns within each basin is provided in the following
paragraphs.
Basin 1 encompasses the majority of the lot at 816 South Lemay Avenue and the existing
Vet Clinic building. Very minor changes will be made to this lot and will include the
removal of some existing parking adjacent to Lemay to meet the parking setbacks. The
existing flow path is in the center of the asphalt which conveys runoff west and into
Lemay Avenue. A majority of this asphalt and flowpath will remain but runoff from this
lot will be routed through a grassed swale prior to entering Lemay in the historic manner.
This will provided some opportunity for the runoff from the site to have sediment
removal. The amount of asphalt will be reduced, therefore the amount of runoff will be
reduced.
Basin 2 includes the majority of the lot at 808 South Lemay Avenue which is the existing
carwash to be demolished. The building expansion will be located on this lot and the
existing parking lot will be reconfigured. Runoff from this basin historically flows to an
existing detention pond in the northeast corner of the lot. This detention pond will be
4
2. DRAINAGE BASINS AND SUB -BASINS
2.1 Major Basin Description
The proposed development lies within the Old Town Drainage Basin.
2.2 Sub -basin Description
This site (800 Lemay) is included in the drainage calculations for "800 Lemay Carwash
and Tunex" by Stewart & Associates dated July 15, 1986, included in Appendix C of this
report.
3. DRAINAGE DESIGN CRITERIA
3.1 Regulations
This report was prepared to meet or exceed the "City of Fort Collins Storm Drainage
Design Criteria Manual" specifications. Where applicable, the criteria established in the
"Urban Storm Drainage Criteria Manual" (UDFCD), 1984, developed by the Denver
Regional Council of Governments, has been used.
3.2 Development Criteria Reference and Constraints
The runoff from this site has been routed to maintain the existing drainage patterns on
site. The Old Town Basin is normally required to detain to the 2 year historic runoff rate
but, because there is no increase in imperviousness proposed on this site, no detention
will be provided with this development.
3.3 Hydrologic Criteria
Runoff computations were prepared for the 10-year minor and 100-year major storm
frequency utilizing the rational method.
All hydrologic calculations associated with the basins are included in Appendix B of this
report. Standard Form 8 (SF-8) provides time of concentration calculations for all sub-
No Text
1. GENERAL LOCATION AND DESCRIPTION
1.1 Location
The existing Fort Collins Veterinary Emergency Hospital & Rehabilitation Clinic (Vet
Clinic) site is located on Lot 2, 800 Lemay Properties and the proposed expansion is
located on Lot 1, Lemay Ltd First Subdivision. This project is located in Section 18,
Township 7 North, Range 68 West of the Sixth Principal Meridian, in the City of Fort
Collins, Larimer County, Colorado. See the location map in Appendix A.
The project is located east of Lemay Avenue between Riverside Avenue and Elizabeth
Street. The project is bounded on all sides by existing commercial & retail development.
1.2 Description of Property
The entire site (both lots) consists of approximately 0.6 acres of land. The site at 816
Lemay is currently developed with asphalt drives and parking and a building that
contains the existing Vet Clinic. The site at 808 Lemay is currently developed with a car
wash building, a storage building, asphalt drives and parking. A majority of the existing
asphalt will be preserved with some reconfiguration to allow the site to meet minimum
parking setbacks. The existing care wash building will be demolished and the storage
building and vet clinic building will be preserved. Sidewalks on site will also be
reconfigured to accommodate the new parking and new building and to meet the arterial
street standards and provide a parkway. The existing site at 816 Lemay currently drains
to the parking lot to a flow path in the asphalt which conveys the runoff to Lemay
through the drive access. The existing site at 808 Lemay currently drains to the shared
private drive on the north boundary of the site and flows east into an existing detention
pond which releases into an existing area inlet. None of the site appears to drain onto the
adjacent properties.
The site will continue to generally drain in the existing flow paths. The runoff from the
site at 816 Lemay will be routed through a grassed swale prior to entering Lemay
Avenue. The proposed development will reduce the amount of imperviousness and will
therefore reduce the amount of anticipated runoff. No additional detention is proposed
for this site.
TABLE OF CONTENTS
TABLE OF CONTENTS............................................................................................................... iii
GENERAL LOCATION AND DESCRIPTION
1.1 Location...................................................................................................................1
1.2 Description of Property............................................................................................I
2. DRAINAGE BASINS AND SUB -BASINS
2.1 Major Basin Description..........................................................................................2
2.2 Sub -Basin Description.............................................................................................2
3. DRAINAGE DESIGN CRITERIA
3.1 Regulations..............................................................................................................2
3.2 Development Criteria Reference and Constraints...................................................2
3.3 Hydrologic Criteria..................................................................................................2
3.4 Hydraulic Criteria....................................................................................................3
4. DRAINAGE FACILITY DESIGN
4.1 General Concept......................................................................................................3
4.2 Specific Flow Routing.............................................................................................3
4.3 Drainage Summary ..................................................................................................4
5. STORMWATER MANAGEMENT CONTROLS
5.1 Written Analysis.....................................................................................................4
5.2 SWMP Contact Information...................................................................................4
5.3 Identification and location of all potential pollution sources..................................5
5.4 Best Management Practices (BMP's) for Stormwater Pollution Prevention ........... 6
5.5 BMP Implementation...............................................................................................7
6. CONCLUSIONS
6.1 Compliance with Standards..................................................................................11
6.2 Drainage Concept.................................................................................................. i l
7. REFERENCES..................................................................................................................12
APPENDICES
A Vicinity Map
B Hydrologic Computations
C Excerpts from Previous Reports
iii
North Star
design
700 Automation Drive. Unit 1
Windsor, CO 80550
Phone:970-686-6939
Fax:970-686-1188
June 28, 2013
Glen Schlueter
City of Fort Collins Stormwater
700 Wood Street
Fort Collins, CO 80522-0580
RE: Final Drainage and Erosion Control Study for Fort Collins Veterinary
Emergency Hospital & Rehabilitation Clinic
Dear Glen,
I am pleased to submit for your review and approval, this Final Drainage and Erosion Control
Study for the Fort Collins Veterinary Emergency Hospital & Rehabilitation Clinic located at 816
Lemay Avenue and the proposed expansion onto 808 Lemay Avenue. I certify that this report
for the drainage design was prepared in accordance with the criteria in the City of Fort Collins
Storm Drainage Manual.
1 appreciate your time and consideration in reviewing this submittal. Please call or email if you
have any questions or retntire clnrificntinns.
�� ��'fpprO..REd'/
Sincerely, ���`0� ,RO ST-
`v Q 31306
Patricia Kroetch, P.E.+j0NA6.?'�
"I•..,,,,,) t t
ii
FINAL DRAINAGE AND EROSION
CONTROL STUDY
FORT COLLINS VETERINARY EMERGENCY
HOSPITAL & REHABILITATION CLINIC
Prepared for:
Hauser Architects
3780 E 15th St, Ste 201
Loveland, CO 80538
970-669-8220
Prepared by:
North Star Design, Inc.
700 Automation Drive, Unit I
Windsor, Colorado 80550
(970)686-6939
June 28, 2013
Job Number 346-01