HomeMy WebLinkAboutDrainage Reports - 07/21/2004I
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FINAL DRAINAGE AND
EROSION CONTROL REPORT
FOR THE
CITY OF FORT COLLINS UTILITIES,
FLEET AND FACILITIES SERVICES SITE
JULY 2004
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July 12, 2004
FILE: 03-102.05
City of Fort Collins
Stormwater Department
700 Wood Street
P. O. Box 580
Fort Collins, Co 80522-0580
ATTENTION: Mr. Glen Schleuter
Dear Glen:
We are pleased to submit our revised Final Drainage and Erosion Control Report for the City of Fort Collins
Utilities, Fleet and Facilities Services site. This study was completed in order to analyze the hydrology and
hydraulics of the on -site stormwater facilities and their outfall to the Cache La Poudre River. The study also
addresses City comments dated June 21, 2004 as well as comments dated November 26, 2003 regarding the
Preliminary Drainage and Erosion Control Report for the site.
This study was prepared in accordance with the City of Fort Collins Stomiwater Design Criteria dated May
1984 and updated January 1999. This report is also in compliance with the Urban Drainage and Flood
Control District's Urban Drainage Criteria Volumes 1 and 2, dated June 2001, and Volume 3 dated
September 1992.
Should you have any further questions or require further discussion, please feel free to contact our office.
Sincerely,
2
Amber Kauffman P.
Design Englneer
The Engineering Co.
=I'
Aaron McKelvey, P.E.
Project Engineer
The Engineering Co.
' The Engineering Co • 2310 East Prospect • Ft. Collins, CO 80525 • Phone (970) 484-7477 • FAX (970) 484-7488
CITY OF FORT COLLINS
UTILITIES, FLEET AND FACILITIES SERVICES
Final Drainage and Erosion Control Report
July 12, 2004
The Engineering Co.
Fort Collins, CO
Project No. 03-102.05
FA2003 Projects\03-102 Fort Collins - Aller Lingle\05 Vehicle Stooge\REPOR1Tinal Drainage Report.doc
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TABLE OF CONTENTS
1.
INTRODUCTION ............ . ....................................................................................................................................
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A. Purpose .........................................................................................................................
.................................. I
B. Scope ...............................................................................................................................................................
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11.
HISTORIC CONDITIONS ..........................................................................................................................................
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A. Master Plan ......................................................................................................................................................
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B. Historic Basin Description ..............................................................................................
.............. ................ 2
C. Existing Stormwater Conveyance and Facilities .............................................................................................
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Ill.
PROPOSED CONDITIONS ........................................................................................................................................
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A. Developed Drainage Basins .............................................................................................................................
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B. Street Capacities and Inlet Sizing .................. ... -- ............................................................
............................. 4
C. Storm Sewer Analysis .....................................................................................................................................
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IV.
MODELING ................. ...............................................................................................................................................
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A. Hydrologic Modeling ......................................................................................................................................
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B. Hydraulic Modeling .........................................................................................................................................
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I. Interim Conditions Model ............. -- .......................................................................................................
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2. Ultimate Conditions Model... --- ...............................................................................................................
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V.
EROSION CONTROL ...... ............ ..............................................
........... ................................................................. 9
A. Erosion Control Measures ...............................................................................................................................
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B. Erosion Control Maintenance ..........................................................................................................................
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C. Permanent Stabilization ................................. .................................
............................................................... 9
V1.
REFERENCES ...........................................................................................................................................................
to
AnDendice
Appendix A
— Maps
Appendix B
— Hydrology
Appendix C
— Hydraulics
Appendix D
— Erosion Calculations
Appendix E
— Pond Calculations
Appendix F
— Modswmm Calculations
Appendix G
— Interim Conditions Model
Appendix H
— Ultimate Conditions Model
Appendix I—
Other Reports Referenced
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I. INTRODUCTION
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L INTRODUCTION
A. Purpose
' The purpose of this report is to analyze the stormwater impacts to site development at the City of Fort
Collins Utilities, Fleet and Facilities Services site. The Facility is located in the southwest quarter of
Section 2, Township 7 North, Range 69 West, of the Sixth Principal Meridian, City of Fort Collins,
Larimer County, Colorado. More specifically, the site is located in the northwest corner of the
intersection of Wood Street and Vine Drive. Access to the site is via Wood Street, Vine Drive and
Shields Street. See the vicinity map in Appendix A.
The proposed improvements to the Utilities, Fleet and Facilities Services site include an increase in
impervious areas to Lot 1; removal of the orifice plate on the detention pond in Lot 1; replacement of the
storm sewer outlet for the detention pond in Lot 1; and replacement of the outlet pipe for the detention
' pond for the City of Fort Collins Equipment Services Building at 835 Wood Street.
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B. Scope
The scope of this study is to analyze the on -site stormwater facilities at the City of Fort Collins Utilities,
Fleet and Facilities Services site for the interim and ultimate developed condition. This scope includes
quantifying the stormwater flows from this site and its contributing basin, and to route these flows to their
outfall at the Cache La Poudre River. This analysis includes the following tasks:
1. Evaluate existing stormwater facilities.
2. Evaluate impacts of the developed site on the existing stormwater facilities.
3. Determine and design method of water quality for the developed flows according to best management
practices.
4. Develop stormwater facilities utilizing existing and new systems that meet the City of Fort Collins
Drainage Criteria Manual and the Urban Drainage and Flood Control District (UDFCD) Drainage
Criteria.
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IRIC CONDITIONS
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1 Il. HISTORIC CONDITIONS
' A. Master Plan
' The City of Fort Collins Utilities, Fleet and Facilities Services site is not located in any of the City of Fort
Collins master drainage basins. However, the Old Town Master Drainage Basin is located just to the
south of the proposed site. Basin 501 in the Old Town Master Drainage Basin dated July 11, 2003, is lo-
cated at the northeast corner of Vine Drive and Shields Street just south of Arthur's Ditch. For this study,
the area known as Basin 501 was included in the routing of off -site flow through the site. This was done
as the general lay of the land suggests that if this irrigation ditch were piped or was running full during a
rainfall event, the runoff from Basin 501 would pass the limits of the ditch and enter the site from the
tsouthwest (see Appendix I).
B. Historic Basin Description
1 The historic drainage basin for Lots 1, 2, and 3 of the City of Fort Collins Utilities, Fleet and Facilities
Services site extends from Shields Street on the west to Wood Street on the east, with the southern
' boundary Vine Drive. The majority of the runoff from this area is routed through the detention pond
found on Lot 1. These flows are then piped to the City's detention pond at the Equipment Services
t Building (ESB) site and then piped to the Cache La Poudre River. However, those flows originating from
the area south and west of and tributary to Lot 3 historically drain directly north via overland flow to the
Cache La Poudre River.
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The general slope of the historic basin is approximately 1 to 4% to the north and east. However, slopes
get steeper on the northern portions of the lots. The soils in the area consist mostly of Stoneham loam
(soil number 101). The two other soils included in the historic basin are Altvan-Satanta loams (soil
number 4) and Table Mountain (soil number 105). All soils are in the hydrologic group B and have
medium runoff and slight to moderate erosion hazard characteristics. A map of the Soils has been
provided in Appendix A.
C. Existing Stormwater Conveyance and Facilities
There are currently three historic drainage basins that generally drain to the north across the Fort Collins
Utilities, Fleet and Facilities Services site. The first basin, Basin 103, is the basin tributary to Lot 3 of the
Utilities, Fleet and Facilities Services site. The runoff from this basin is conveyed via overland flow
north of lot 3 to the Cache La Poudre River. The second basin, Basin 102, is that area tributary to the
swale in Lot 2 that runs north -south along an access road in the middle of the lot. The flows intercepted
by this swale are then conveyed via storm sewer to the detention pond in Lot 1. The third historic basin is
that area directly tributary to the detention pond in Lot 1, Basin 101. Flows that enter this detention pond
are detained here and released via a 3"x3" orifice plate and 12" ADS pipe. These flows join the runoff
from an inlet on Wood Street and an inlet on the Equipment Services Building (ESB) site to be conveyed
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' to the detention pond on the ESB site. Flows here are detained and released to the Cache La Poudre River
via a 12" storm sewer.
' The storm sewer system in this area was not constructed to correctly drain these areas. Some sewer lines
were constructed with reverse slope, and some sewer lines were designed without the capacity to handle
' the tributary flows. This drainage report will address problems with the existing conditions, additional
stormwater demands due to the proposed development, and the steps that the City is proposing to take to
' correct the situation.
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III. PROPOSED CONDITIONS
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111. PROPOSED CONDITIONS
' A. Developed Drainage Basins
' Five main basins have been analyzed for this drainage report. The basins were delineated in order to
generate basins tributary to the major drainage components analyzed with ModSwmm and the Extran
' component of the EPA's SWMM model. The City of Fort Collins GIS contour data was used to delineate
these basins. The first basin delineated, Basin OS-1, is the basin tributary to the pond on the Equipment
Services Building site. The flows in this basin are conveyed via overland and gutter flow into the pond
' itself. The runoff from the second basin is conveyed via overland and gutter flow to the 15-inch ADS
pipe on the ESB site. This basin is known as Basin OS-2.
' Basin 101 is that area tributary to the pond in Lot 1. This basin was further divided into 5 sub -basins as
flows are conveyed around both sides of the building located in the middle of Lot 1 and along Wood
' Street and those flows are routed into the pond.
' Basin 102 is that area tributary to the inlet on Lot 2. This inlet is currently a flared end section at the
north end of the swale in Lot 2. The basin includes a large area outside of the City's property. Portions
of this area were included in Basin 501 in the Old Town Master Drainage Plan for reasons explained
earlier.
Basin 103 is that area tributary to Lot 3. This area will be captured in a future pond to be located in the
' northwest portion of Lot 3.
' B. Street Capacities and Inlet Sizing
Street capacity calculations and inlet computations were completed utilizing the program UD-Inlet
' version 1.00 developed by James C. Y. Gou of the University of Colorado at Denver. The clogging
factors found in the Fort Collins SDDCCS were used for all inlets sized with UD-Inlet. The program is
available through the Urban Drainage and Flood Control District and analyzes the flow characteristics in
' the street to determine the inlet's maximum flow capture. All flows that were not captured in on -grade
inlets were routed to the next downstream inlet as shown in the hydrology calculations found in Appendix
A trench style inlet was designed using the Neenah web -site and data from Neenah. This grate was
' designed assuming that all the flow in the actual gutter passed the inlet and went to the next inlet. The
inlet was modeled assuming that all but 4 lineal feet of the inlet was clogged, rendering a conservative
' interception amount for the 35-foot wide inlet. All computations and printouts for inlet sizing can be
found in Appendix C.
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' C. Storm Sewer Analysis
The main storm sewer for the system was analyzed with the software Storm Water Management Model
' (SWMM) version 4.4g. The EXTRAN node of this program was used to analyze the major storm sewer
system This software is capable of modeling backwater conditions in the system as it routes hydrographs
t through the network of pipes and storage ponds. The input and output files can be found in Appendix G
and H for the interim and ultimate conditions, respectively.
The local storm sewer system was analyzed with Hydraflow. This is a simple program that routes flows
through the storm sewer system and determines the condition of the flow and applies the appropriate
' equations and headless. All storm sewer analyzed with this program were given a tail -water boundary
condition equal to the downstream 100-year water surface elevation. The local storm sewer system
includes all inlets and pipes that drain directly to the pond on site and tie into the storm sewer north of the
' site. All system output can be found in Appendix C.
Riprap was sized for each storm sewer outlet using criteria set forth by the City of Fort Collins and by
Urban Storm Drainage Manuals. Calculations can be found in Appendix D.
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IV. MODELING
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' IV. MODELING
' A. Hydrologic Modeling
' The City of Fort Collins requires a unique hydrologic model, "MODSWMM" to generate the hydrographs
used for routing in the stormwater system. This model is based on the program UDSWMM2PC, a DOS
' based public domain software that generates and routes hydrographs in a fairly simplistic stormwater
system. The "MODSWMM" model was developed by Ted Combs in order to make UDSWMM2PC
program more user friendly. Neither model may not be used for hydraulic routing when there is a
' backwater condition.
' This project includes the analysis of a series of detention ponds that create a backwater effect, thereby
requiring the use of a separate hydraulic model. The MODSWMM program was therefore used to
generate input hydrographs for use in the interim condition and ultimate condtion hydraulic models. The
' MODSWMM input and output file can be found in Appendix F
The interim conditions model required the input of 3 hydrographs; two hydrographs for the City of Fort
Collins Equipment Services Building site at 835 Wood Street, (Basins OS-1 and OS-2) and one
hydrograph for the pond on Lot 1. The hydrograph used for the pond on Lot 1 was the result of the direct
t connection of the hydrographs generated for Lot 1 (Basin 101) and Lot 2 (Basin 102) of the Fort Collins
Utilities, Fleet and Facilities Services site. At this time, the conveyance element between Lots 1 and 2 is
incapable of handling the 100-year storm event. This pipe will be replaced with the development of Lot
' 2. In the meantime, the pond will be capable of handling all of the runoff generated on Lots 1 and 2
whether all the flow is delivered there or not.
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The ultimate conditions model requires the input of 5 separate hydrographs. This model was generated
with hydrographs for the existing pond on Lot 1 (Basin 101), the swale on Lot 2 (Basin 102) and the
future pond on Lot 3 (Basin 103). It also included hydrographs for the existing inlet north of the Lot 1
pond (Basin OS-2) and for the existing detention pond to the north (Basin OS-1), both located on the City
of Fort Collins Equipment Services Building site at 835 Wood Street.
B. Hydraulic Modeling
The software Storm Water Management Model (SWMM) version 4.4g, available through the
Environmental Protection Agency's (EPA) website, was used to model the hydraulics of this stormwater
system. The Extran node of this program was used to model the backwater conditions of the project that are
created by the series of ponds and storm sewer.
1. Interim Conditions Model
The interim conditions model was generated to represent the conditions after the development of Lot 1 of
the Fort Collins Utilities, Fleet and Facilities Services site and prior to stormwater improvements for
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' development on Lots 2 or 3. The percent imperviousness used to generate the input hydrographs do
assume build -out of all the basins but are assumed to be undeveloped as the utility improvements
' associated with the development of the basin are not complete. This model also provides water quality in
the Lot 1 pond for developed flows originating within all three of the Fort Collins Utilities, Fleet and
Facilities Services lots. A schematic of the model and the input and output files for this model can be
' found in Appendix G.
' Construction deficiencies, such as an undulating outlet pipe, located in the existing outlet for the "north
pond" on the ESB site (EXTRAN ID 107) made it clear that a new outlet pipe should be constricted with
adequate capacity to deliver flows to the Cache La Poudre River. Therefore, the interim conditions model
' was set up by modeling the "north pond" outlet (EXTRAN ID 308) with a 24" RCP and no orifice plate.
The stage -storage information for the "north pond" was not altered from the existing data.
Through trial and error, the 100-year water surface of the "site pond" in Lot 1 of the site (EXTRAN ID
101) was found to have encroached into the right-of-way for Wood Street. The pond was therefore re-
graded to ensure that the pond would contain the required storage volume for the ultimate condition inside
the lot. This stage storage information also incorporated the storage data for the water quality capture
volume. The Interim Conditions model was generated with the re -graded stage -storage information. The
' outlet for this pond had also been constructed improperly. Portions of the pipe were constructed with a
reverse slope. Instead of tearing out the existing pipe and replacing it, the outlet for the pond was
redesigned to incorporate some changes to the ESB site and to minimize damage to the existing
landscaping. The existing ADS inlet on the ESB site is proposed to be torn out and replaced with a type
13 grated inlet. This should reduce the cross slope on the drive and reduce the amount of ponding on site.
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The interim conditions model shows adequate storage in both the "site pond" (101) and the "north pond"
(107). The new maximum water surface elevation for the "site pond" (101) is 4984.25 (MSEL) and
4982.36 for the "north pond" (107) in the interim conditions. The new inlet located on the ESB site has
' eliminated the previous ponding problems.
2. Ultimate Conditions Model
' The ultimate conditions model was generated to represent the conditions after the development and
construction of all stormwater facilities of all three lots on the Fort Collins Utilities, Fleet and Facilities
' Services site. The development of Lot 3 will require the construction of another detention pond on the
northwest portion of the lot. This pond has been preliminarily graded and has been given stage storage
data based on this grading. The location of which can be found on the drainage exhibit. This pond is not
intended to "detain" runoff but rather to create available head to "push" the runoff downstream. This is
the case for all ponds modeled as the water is "pushed" out to the Cache La Poudre River. The ponds are
' necessitated by the capacities of existing downstream structures. As in the Interim Conditions model,
water quality for full development of the site is provided in the storage pond on Lot 1.
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' The tributary basin for the pond in Lot 3 is extended past Arthur's Ditch. This does conflict with the Old
Town Master Plan. As discussed previously, if the ditch were piped or running full during a rainfall
event, runoff would enter the Fort Collins Utilities, Fleet and Facilities Services site.
The results of the Ultimate Conditions model show the water surface for the pond in Lot 1 rising slightly
from the Interim Conditions model but all flows remain contained within the system. The only location
that still has a slight flooding problem is the inlet on the ESB site. The depth of water in this location is
' less than one-half of a foot. However, when flooding does occur, the flows will not approach the
building. If the inlet plugs, the flows will pond until the runoff crosses the entrance to the site and enters
the "north pond."
The Ultimate Conditions Model also shows that an 18 inch pipe is required from the new pond in Lot 3 to
' the connection at the "swale" in Lot 2. The existing 18-inch pipe from Lot 2 to Lot 1 is replaced by a 36-
inch pipe. The Ultimate Conditions Model shows that the maximum water surface elevation on the pond
in Lot 1 during the 100-year storm event will be approximately 4985.00 (MSEL). No orifice plates are
' being proposed for use on any pond outlet for any condition as this system was created as a backwater
problem rather than a restricted release rate issue. All input and output for this model can be found in
Appendix H.
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V. EROSION CONTROL
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' V. EROSION CONTROL
' A. Erosion Control Measures
Erosion and sediment transport will be controlled on site by the use of straw bale barriers, silt fences, gravel
construction entrances, sediment traps, and seeding and mulch. These measures will be used to control the
sediment loss from the site during construction activities and after construction activities prior to vegetation
establishment per the City of Fort Collins Erosion Control Reference Manual.
' The soils on site are characterized by slight to moderate wind and water erosion per the SCS Soil Survey
and slopes on site vary from 1 to 5 percent. Slopes in the detention pond are approximately 5:1. The largest
' concern for water erosion will exist where the slopes are the steepest. These slopes are found in the
detention pond and in the swale in Lot 2. These slopes will be seeded and mulched if disturbed in order to
reduce sedimentation in the pond and swale bottoms. The storm sewer outlets for these locations are subject
' to sediment deposition and will be protected with straw bale inlet protection. A sediment trap will also be
provided in all detention ponds.
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All areas disturbed by construction activities shall be seeded and mulched to reduce the site's susceptibility
to erosion. Silt fence shall be installed at all property lines where runoff from areas disturbed by
construction activities is directed off site. Straw bales shall be provided in all drainage swales and roadside
ditches that receive sediment laden runoff.
B. Erosion Control Maintenance
All temporary and permanent erosion control measures shall be maintained and repaired as necessary in
order to continue to fulfill their purpose. Silt fence and straw bales may require periodic replacement.
The sediment trap behind straw bale barriers will require cleaning at a minimum twice a year and after
major storm events. Maintenance is the responsibility of the Developer.
City streets shall be kept free of debris tracked by vehicles entering and leaving the site. A construction
entrance shall be used to limit the amount of sediment tracked onto City streets. It is the contractor's
responsibility to clear debris tracked onto City streets.
C. Permanent Stabilization
Permanent stabilization shall be provided by the establislmient of vegetative cover within one and one-
half years after construction begins. Establishment of vegetative cover is determined by the ability of the
ground cover to control soil erosion to the satisfaction of the City Inspector.
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VI. REFERENCES
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VI. REFERENCES
1. Anderson Consulting Engineers, lnc, "Old Town Basin Master Drainage Plan; Baseline Hydrology",
July 11, 2003.
2. City of Fort Collins, "Erosion Control Reference Manual for Construction Sites", January 1991.
3. City of Fort Collins, "Storm Drainage Design Criteria and Construction Standards" (SDDCCS), May
1984, updated January 1997.
4. Soil Survey of Larirner County Area, Colorado. United States Department of Agriculture Soil Con-
servation Service and Forest Service, December 1980.
5. Urban Drainage and Flood Control District, "Urban Storm Drainage Criteria Manual", Volumes 1 and
2 dated June 2001, and Volume 3, dated September 1992.
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` 9 POUDRE
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Soils Map
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SOIL SURVEY
sloping to strongly sloping soil is on terrace edges,
fans, and benches. This soil has a profile similar to the
one described as representative of the series, but the
combined thickness of the surface layer and subsoil
is about 18 to 19 inches.
Included with this soil in mapping are some areas
of soils that are more sloping and some areas of soils
that have a surface layer of sandy loam. Also included
are small areas of Larimer, Stoneham, and Larim soils.
Runoff is medium, and the hazard of erosion is mod-
erate to severe.
This soil is suited to wheat and barley under dryland
management. If irrigated, it is also suited to alfalfa.
It is well suited to pasture and native grasses. Capabil-
ity units IVe-1, irrigated, and IVe-3, dryland; Loamy
Plains range site; windbreak suitability group 1.
3—Altvan-Satanta losms, 0 to 3 percent slopes. This
complex consists of nearly level soils on terraces and
high benches. It is about 45 percent Altvan loam and
about 30 percent Satanta loam. The soils are inter-
mingled throughout the mapped areas, but Altvan
loam commonly is more sloping and Satanta loam is
more nearly level and is in some depressions. The
Altvan soil has a profile similar to the one described as
representative of the Altvan series, but the surface
layer commonly is about 8 to 11 inches thick and is
loam or sandy loam. The Satanta soil has a profile
similar to the one described as representative of the
Satanta series, but the surface layer is about 8 to 11
inches thick and is sandy loam in places. In places
both soils are redder than is typical of their respective
series.
Included with these soils in mapping is about 15
percent Nunn soils.
Runoff is slow to medium, and the hazards of wind
and water erosion are slight to moderate.
If irrigated, these soils are suited to corn, sugar
beets, dry beans, alfalfa, and small grain. Under dry -
land management they are suited mainly to wheat,
but other small grains such as barley and oats, is some-
times grown. The soils are also well suited to pasture
and native grasses. Capability units IIIe-3, irrigated,
and IIIe-6, dryland; Loamy Foothill range site, wind-
break suitability group 1.
4—Altvan-Satanta loamy, 3 to 9 percent slopes. This
complex consists of gently sloping or strongly sloping
soils on high terraces, benches, and fans. It is about
55 percent Altvan loam and 35 percent Satanta loam.
Altvan loam is mainly more sloping,.and Satanta loam
is smoother. These soils have profiles similar to the
ones described as representative of their respective
series, but the surface layer is sandy loam and loam
and the surface layer and subsoil are thinner. Many
areas of both soils are redder than is typical of their
Included with these soils in mapping is about 10
percent Nunn and Larimer soils.
Runoff is medium to rapid, and the hazards of wind
and water erosion are moderate.
If irrigated, these soils are well suited to alfalfa,
small grain, and pasture. Under dryland management
they are suited to wheat and barley. They are also
suited to pasture and native grasses. Capability units
IVe-1, irrigated and IVe-3, dryland; Loamy Foothill
range site; windbreak suitability group 1.
Aquepts, Loamy
5—Aquepts, loamy. These nearly level or gently
sloping, poorly drained soils are in depressional areas
on uplands, along drainageways, and on side slopes
below large canals. The surface layer is fine sandy
loam, loam, or clay loam. The underlying layer is
mainly loam or clay loam extending to a depth of 40
to 60 inches or more. A water table is at or near the
surface in spring and summer.
Included with these soils in mapping are a few small
areas of Stoneham, Fort Collins, and Kim soils and
Nunn clay loam, wet.
Runoff is slow to medium, and the hazard of water
erosion is slight to moderate.
These soils are suited to pasture and native grasses.
A few areas are used for hay. If drained, the soils are
suited to crops. The main irrigated crops are barley,
corn, sugar beets, and wheat. Capability units IIIw-1,
irrigated, and Vw-1, dryland; Wet Meadow range site;
windbreak suitability group 5.
Aquepts, Ponded
6—Aquepts, ponded. These nearly level soils are
near stream channels and drainageways. A water
table is at or near the surface most of the year. The
soils are extremely variable. The native vegetation is
mainly cattails, sedges, and rushes.
These soils offer very little grazing but are suitable
for wildlife habitat. Capability unit VIIIw-1, dryland;
not assigned to a range site or windbreak suitability
group. ,
Ascalon Series
The Ascalon series consists of deep, well drained
soils that formed in mixed wind -deposited material.
These soils are on uplands and foot slopes. Elevation
ranges from 4,800 to 5,700 feet. Slopes are 0 to 5 per-
cent. The native vegetation is mainly blue grams and
other short grasses and forbs. Mean annual precipita-
tion ranges from 13 to 15 inches, mean annual air
temperature ranges from 480 to 500 F, and the frost -
free season ranges from 135 to 150 days.
In a representative profile the surface layer is brown
sandy loam about. 6 inches thick. The subsoil is brown
and pale brown sandy clay loam about 14 inches thick.
The underlying material is pale brown or very pale
brown sandy loam.
Permeability is moderate, and the available water
capacity is medium to high. Reaction is neutral above
a depth of about 16 inches and moderately alkaline
below that depth.
These soils are used mainly for irrigated and dry -
farmed crops. Some small areas are used for native
grasses.
Representative profile of Ascalon sandy loam, 0 to
3 percent slopes in a cultivated area, about 400 feet
east and 650 feed south of the northwest corner of sec.
36, T. 5 N., R. 68 W.:
Ap-0 to 6 inches; brown (10YR 5/3) sandy
loam, dark brown (10YR 3/3) moist;
weak medium subangular blocky strue-
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som SURVEY
not assigned to a range site or windbreak suitability
group.
Stoneham Series
The Stoneham series consists of deep, well drained
soils that formed in mixed alluvial and wind -deposited
material. These soils are on uplands and old terraces.
Elevation ranges from 4,800 to 5,600 feet. Slopes are
0 to 9 percent. The native vegetation is mainly blue
grama, western wheatgrass, green needlegrass, and
some forbs and shrubs. Mean annual precipitation
ranges from 13 to 15 inches, mean annual air tempera-
ture ranges from 481 to 50, F, and the frost -free
season ranges from 135 to 150 days.
In a representative profile the surface layer is pale
brown loam about 4 inches thick. The subsoil is brown
clay loam about 6 inches thick and pale brown loam
about 4 inches thick. The underlying material is very
pale brown loam_
Permeability is moderate, and the available water
capacity is high. Reaction is neutral above a depth of
about 10 inches and moderately alkaline below that
depth.
These soils are used mainly for native grasses and
for irrigated and dryfarmed crops.
Representative profile of Stoneham loam, 1 to 3 per-
cent slopes, in native grass, 400 feet west and 30 feet
north of the south quarter -corner of sec. 36, T. 10 N.,
R. 69 w.:
Al-0 to 4 inches; pale brown QOYR 6/8) loam,
dark brown (10YR 4/3) moist; weak
medium subangular blocky structure
parting to moderate fine granular;
slightly hard, very friable; about 5 per-
cent fine gravel; neutral; clear smooth
boundary.
B2t-4 to. 10 inches; brown (10YR 5/3) light
clay loam, dark brown (10YR 4/3)
mast; weak to moderate medium pris-
matic structure parting to moderate
medium subangular blocky; hard, fri-
able; thin patchy clay films on ped faces;
neutral; clear smooth boundary.
B3ca-10 to 14 inches; pale brown (10YR 6/3)
loam, brown (10YR 4/3) moist; weak
medium prismatic structure parting to
weak medium subangular blocky; very
hard, friable; few patchy clay films on
ped faces; calcareous; visible secondary
calcium carbonate as seams, as streaks,
d
the A and B horizons is 10 to 15 inches. Reaction
ranges from neutral to moderately alkaline. .Depth to
calcareous material ranges from 3 to 10 inches, but
some profiles are slightly calcareous in the surface
layer. Sand and gravel seams are below a depth of 40
inches in some places.
100—Stoneham loam, 0 to 1 percent elopes. This
level soil is on uplands, high terraces, and benches.
This soil has a profile similar to the one described as
representative of the series, but the surface layer and
the upper part of the subsoil have been mixed by plow-
ing and the resulting surface layer is about 8 to 10
inches thick.
Included with this soil in mapping are small areas
of Fort Collins and Kim soils.
Runoff is slight, and the hazard of erosion is slight.
If irrigated, this soil is suited to corn, sugar beets,
beans, wheat, barley, and alfalfa. It is also well suited
to pasture. Capability unit I, irrigated; Loamy Plains
range site; windbreak suitability group 1.
101—Stoneham loam, 1 to 3 percent elopes. This
nearly level soil is on uplands, high terraces, and
benches. This soil has the profile described as rep-
resentative of the series.
Included with this soil in mapping are small areas of
soils that are more sloping or less sloping. Also included
are small areas of Fort Collins, Larimer, and Kim
soils.
Runoff is medium, and the hazards of wind and
water erosion are moderate.
If irrigated, this soil is suited to corn, sugar beets
beans, wheat, barley, and alfalfa. Under drylana
management it is well suited to pasture or native
grasses and, to a lesser extent, wheat and barley.
Capability units IIe-1, irrigated, and IVe-3, dryland;
Loamy Plains range site; windbreak suitability group
1.
102—Stoneham loam, 3 to 5 percent slopes. This
gently sloping soil is on uplands and benches. This
soil has a profile similar to the one described as rep-
resentative of the series, but the combined thickness
of the surface layer and subsoil is about 12 inches.
Included with this soil in mapping are a few small
areas of soils that have a surface layer of sandy loam
and some areas of soils in which shale or sandstone
is at a depth of 40 to 60 inches. Also included are a few
small areas of Fort Collins, Kim, and Larimer soils
and some areas of soils that have a subsoil and under-
lying material redder than typical of Stoneham soils.
Runoff is medium, and the hazard of erosion is
an on undersides of gravel; 5 percent If irrigated, this soil is suited to barley, alfalfa,
gravel; moderately alkaline; gradual and wheat and, to a lesser extent, corn, sugar beets,
smooth boundary. and beans. Under dryland management it is suited to
Cca-14 to 60 inches; very pale brown (10YR pasture or native grasses. Capability units IIIe-2, ir-
7/4) loam, yellowish brown (10YR 5/4) rigated, and IVe-3, dryland; Loamy Plains range site;
moist; massive; hard, friable; calcare- windbreak suitability group 1.
ous; visible secondary calcium carbonate 103—Stoneham loam, 5 to 9 percent slopes. This
as seams, as streaks, and on undersides strongly sloping soil is on uplands and high terraces
of gravel; 5 percent gravel; moderately and benches, mainly near the edge. This soil has a pro -
alkaline. file similar to the one described as representative of
The A horizon is loam 8 to 10 inches thick in cul- the series, but the combined surface layer and subsoil
vated areas. The B2t horizon is loam or light clay is about 10 to 12 inches thick.
am 3 to 7 inches thick. The combined thickness of Included. with this soil in mapping are small gravel
LA=fdlslt liuulN i.
'spots and small areas of soils that are redder and have
a surface layer of sandy loam. Also included are small
�reas of Fort Collins, Kim, and Larimer soils.
Runoff is rapid, and the hazard of erosion is severe.
If irrigated, this soil is well suited to pasture and,
to a lesser extent, wheat, barley, and alfalfa. Under
Wrland management it is suited to pasture or native
asses. Capability units IVe-1, irrigated, and VIe-1,
dryland; Loamy Plains range site; windbreak suit-
ability group 1.
tunsbine Series
. The Sunshine. series consists of moderately deep,
Swell drained soils that formed in material weathered
■from sandstone. These soils are on mountainsides and
wridges and are underlain by sandstone at a depth of 20
to 40 inches. Elevation ranges from 8,500 to 9,500 feet.
1pes are 5 to 15 percent. The native vegetation is
aly Arizona fescue, bluebunch wheatgrass, moun-
in muhly, and big sage. Mean annual precipitation
ranges from 15 to 17 inches, mean annual air tempera-
NttUure ranges from 401 to 440 F, and the average frost -
Iree season ranges from 60 to 85 days.
In a representative profile the surface layer is gray-
ish brown stony sandy loam about 10 inches thick.
tThe subsurface layer is light gray stony sandy loam
bout 5 inches thick and brown very stony clay loam
hat is mixed with light gray fine sandy loam and is
about 4 inches thick. The subsoil is brown very stony
ay about 9 inches thick. The underlying material is
lay
and fractured sandstone.
■ Permeability is slow, and the available water ca-
pacity is low. Reaction is neutral.
These soils are used for native grasses.
lRepresentative profile of Sunshine stony sandy
oam, 5 to 15 percent slopes, in native grass, about 30
feet west of road and 0.2 mile north of fence in SEt/y
�ec. 9, T. 11 N., R. 77 W.:
A1-0 to 10 inches; grayish brown (10YR 5/2)
stony sandy loam, very dark grayish
brown (10YR 3/2) moist; weak fine sub -
angular blocky and moderate fine gran-
ular structure; soft, very friable; 10
percent stones; neutral; clear smooth
' A2-10 to 15 inches; light gray (10YR 7/2)
stony sandy loam, grayish brown (10YR
5/2) moist; weak fine subangular struc-
ture parting to weak fine granular;
' slightly hard, very friable; 30 percent
stones; neutral; gradual wavy bound-
ary.A&B-15 t19 inches; brown (7.5YR 5/4) very
stony clay loam, dark brown (7.5YR
' 4/4) moist; moderate fine angular
blocky structure; hard, friable; this ho-
rizon consists of clayey material similar
to that of the B2t horizon which is
' mixed with lighter colored fine sandy
loam similar to the A2 horizon; thin
patchy clay films on ped faces; 40 per-
cent stones; neutral; diffuse wavy
boundary.
Y AMA, UULVr.AUU
R-1
B2t-19 to 28 inches; brown (7.5YR 5/4) very
stony clay, dark brown (7.5YR 4/4)
moist; strong medium subangular
blocky structure; hard, firm; thin nearly
continuous clay films on ped faces; 40
percent stones; neutral.
Cr-28 to 40 inches; fragmental sandstone.
The At horizon is sandy loam to loam 6 to 12 inches
thick. The A2 horizon is sandy loam to light loam 3 to
6 inches thick. The 132t horizon is clay or heavy clay
loam. Reaction ranges from slightly acid to neutral.
Content of rock fragments, mainly flagstones and
stones, ranges from 35 to 80 percent.
104—Sunshine stony sandy loam, 5 to 15 percent
slopes. This strongly sloping to moderately steep soil is
on ridges and mountainsides.
Included with this soil in mapping are a few small
areas of soils that are more sloping or less sloping.
Also included are a few small areas of Pendergrass
and Naz soils.
Runoff is medium, and the hazard of water erosion
is severe.
This soil is suited to pasture and native grasses.
Capability unit VIe-6, dryland; Subalpine Loam range
site; not assigned to a windbreak suitability group.
Table Mountain Series
The Table Mountain series consists of deep, well
drained soils that formed in alluvium. These soils are
on low terraces and flood plains. Elevation ranges from
4,800 to 6,600 feet. Slopes are 0 to 1 percent. The
native vegetation is mainly blue grama, bluegrass,
bromegrass, and some forbs and shrubs. Mean annual
precipitation ranges from 13 to 15 inches, mean annual
air temperature ranges from 481 to 501 F, and the
frost -free season ranges from 135 to 150 days.
In a representative profile the surface layer is gray-
ish brown loam about 36 inches thick. The underlying
material is brown fine sandy loam about 10 inches
thick and yellowish brown fine sandy loam about 5
inches thick. Below this is sand and gravel.
Permeability is moderate, and the available water
capacity is high. Reaction is neutral above a depth of
36 inches and moderately alkaline below that depth.
These soils are used mainly for irrigated and dry-
epresentative profile of Table Mountain loam, 0 to
�rcent slopes, in a cultivated area, about 850 feet
of the west quarter -corner of sec. 20, T. 5 N., R.
V.:
Ap-0 to 4 inches; gra sh brown (IOYR 5/2)
loam, very dark grayish brown (10YR
3/2) moist; weak medium subangular
blocky structure; slightly hard, friable;
neutral • clear smooth boundary.
A1--4 to 36 inches; grayish brown (10YR 5/2)
loam, very dark grayish brown (10YR
3/2) moist; weak medium and coarse
subangular blocky structure; hard, fri-
able; neutral; clear smooth boundary.
Clca---86 to 46 inches; brown (10YR 5/3) heavy
fine sandy loam, dark brown (10YR
4/3) moist; massive; slightly hard, very
ISO
SOIL SURV19Y
TABLE 8.—Soil and water features
[Absence of an entry indicates the feature is not a concern. See text for description of symbols and such terms as "rare," "brief,"
and "perched Asterisk indicates map
composition and behavior ping unit consists of two or more dominant kinds of soils. See ma
of the whole mapping unit. The symbol < means less than; > means more than]
Soil mdg Flooding
Depth Bedrock
1 omap lseasonal
high Potential
group Frequency Duration Months water frost
table Depth Hardness action
Feet l.W...
Altvan:
•3, 4:
Altvan part .
$atanta part
Aquepts:
6 --------- —__
'
Ascalon:
7. 8---------
Bainville:
'
"9:
Bainville part
Epping
part _
•10:
Bainville part
Keith part
Baller:
•i I:
Baller part _—
'
Carnero Paz;—_
•12:
Baller part
Rock outcrop p;
'
Blackwell:
13 --- _______.
'
Boyle:
14, 15
•16, 17:
Boyle part
Retake part ___
'
Breece:
18. 19, 20--_____.
'
Carnero:
21
Caruso:
22 ----------'
'
Cl23 gern.
---------
"24,
25:
Connerton part _
Barnum part ___.
Cushman:
26. 27--------- ---
Driggs:
28, 29 —_______--_
1
B
B
B
D
D
B
C
D
C
B
D
C
D
D
D
D
D
B
C
C
None _-----
--- ----------- -----------'
>6.0
>60 -----_-- Moderate.
None ------------------
None ----- ------'-------
----------------- -----
>6.0
>6.0
>80 ------- --- Moderate.
-
>60_ Moderate.
Rare --7-----
----------- —
Frequent _—_ Lo ___ _________ _-_
------ April -Tune ---
0.1.6
__ _ High.
- - ---- g
-------- - ------- High.
None -------------------
--------
>6.0
>60 - --- ----- Moderate.
None
None
None
None
None
None
None
Common
None
None
None ----
None ----
gone ____
occasional
B I None
B None
B Occas
C None
B None
Brief
Very brief
MayJune
April-
8eptember.
>C
>6.f
>6.0
>6.0
>6.0
>6.0
>6.0
1.5
>6.0
>6.0
>6.0
>6.0
>6.0
>2.0
>6.0 I
>6.0.
>6.0
>6.0
>6.0
20-40 Rippable Moderate,
9-20 Rippable Moderate.
20-40 Rippable __ Moderate.
>60-----_- Moderate.
10.20 Hard _____ Low.
20-40 Hard _-___ Moderate.
Low.
>60
------- -- High.
9-20
Rippable __ Moderate.
9-20
Rippable __ Moderate.
7-20
Rippable __ Moderate.
>60
---------- Moderate.
20-40
Hard _____ Moderate.
>60
----------- Moderate.
>60 1------- --I Moderate.
> 0 —___ Moderate.
Moderate.
20-40 Rippable __ Moderate.
>60-____---- Moderate.
1
1
'
Soil name and
map symbol
Pinata:
Pinata Part --------
Rock outcrop part.
Poudre:
84 -------------------
Purner:
85 ______________--
'86: —
Parner Pert _----
Rock outcrop part.
Retake:
'
'87:
Retake Part
Rock outcrop part.
Redfeather:
'
88 -------------
Renohill:
89. 90 _—_____________
"91:
Renohill part —_-_—
Midway part ----- —
Riverwash:
'92
____________________
Rock outcrop:
93.
Satanta:
LARIMER COUNTY AREA, COLORADO 383•
TABLE 8. Soil and water features —Continued
Flooding Depth to Bedrock
Hydro- seasonal Potential
logic high
frost
group Frequency Duration Months water Depth Hardness action
table
FeeE t«en..
C
None __,
B
Common
D
None
D
None
0
D
C
C
D
94, 95, 96-97 ----- ----
B
Satanta Variant:
9,9
8 ------------- -----
Schofield:
B
"99:
Schofield part ____—
B
Redfeather Part ----
D
Rock outcrop part.
Stoneham:
100, 101. 102, 103 ___--
B
runshine:
104 ---------
C
Table Mountain:
105— ----------------
B
�assel:
lob -------------
D
Thedalund:
108 ___________--
L1
C
,
el:
109 __________________
B
1
None
None
None
None ---
None ___
Frequent
None
Rare
None
None
None
None
Rare
None
None
None.
--------------
----------- --
>6.0
40-60
Hard ___—
Low.
Very brief ___
April -June ___
0.5-1.0
>60
— ---------
Moderate.
-------------
----------- — -
>6.0
10-20
Hard ----
Low.
-------------------------
>6.0
10-20
Hard _---
Low.
Long --------
I Janu-
Decemes'yber.
Very brief _-I April -June
Very brief ___I May -June
>6.0 1 7-20 1 Rippable —1 Moderate
>6.0
10-20
Hard _____ Moderate.
>6.0
1
20-40
Rippable — Moderate.
>6.0
20-40
Rippable.Moderate.
>6.0
10-20
Rippable Moderate.
>6.0
>60
----- --__ Moderate.
5.".0
>60
------ _— Moderate.
>6.0
20-40
Hard _____ Moderate.
>6.0
10-20
Hard_ Moderate.
>6.0
>60
—___--__ Moderate..
>6.0
>60
_____--- High.
>6.0
>60
--------- Moderate.
>6.0
10-20
Rippable— Low.
>6.0
20-40
Rippable __ Moderate.
>6.0
>60
----- —__— Moderate.
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
TEC
1
11
C-Value Determination
Project: Ft. Collins Vehicle Maintenance Building
'
Job No.: 03-102.00
Date: 30-Jan-04
By: A. Kauffman
I
[1
P
1
1
1
CIS
1
CI
General Info
Industrial
Residential
C Value
1 0.8
1 0.5
Imp
1 80
1 40
Sub -Basin
ID
Total
Area
W)
Total
Area
(ac)
Industrial
Area
W)
Residential
Area
W)
Composite
C
Value
Percent
Impervious
(%)
North OS-1
140,118
3.22
140,118
0.80
80%
Inlet (OS-2)
115,886
2.66
115,886
0.80
80%
Site 101
422,709
9.70
422,709
-
0.80
80%
Swale 102
355,158
8.15
88,789
266,368
0.58
50%
Future (103)
460,819
10.58
115,205
345,615
0.58
50%
101a
64,627
1.48
64,627
-
0.80
80%
101b
30,329
0.70
30,329
0.80
80%
101C
52,685
1.21
52,685
0.80
80%
101d
18,466
0.42
18,466
0.80
80%
101e
57,711
1.32
57,711
0.80
80%
101f
110,107 1
2.53
110,107
0.80
80%
I7
I
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i
Flow Calculations
Project:
Job No.:
Date:
By:
Ft. Collins Vehicle Maintenance Building
03-102.00
30-Jan-04
A. Kauffman
Flows are based on the equation O = C Cf I A
Where Cf = 1.00 for the 2 and 10 year events
1.25 for the 100 year event
1 = 24.221 / (10+T�"' 2 year
= 41.44 / (10+T,)(0"/4) 10 year
= 84.6821(10+T�)t07w5) 100-year
Design
Point
Sub -basin
ID
Area (A)
(ac)
C Value
Time of Concentration
Ralnfall
Intensit
Discharge
from Basin
Minor Major
(min) (min)
2-yr
(in/hr)
10-yr
(in/hr)
100-yr
I (in/hr)
2-yr
(cis)
10-yr
(CIS)
100-yr
(Cfs)
North OS-1
3.22
0.80
13.1
7.0
N/A
3.4
8.8
N/A
8.7
28.4
Inlet OS-2
2.66
0.80
19.1
9.1
N/A
2.8
8.1
N/A
6.0
21.4
Site 101
9.70
0.80
22.3
10.5
N/A
2.6
7.6
N/A
20.1
73.8
Swale 102
8.15
0.58
47.4
35.9
N/A
1.6
4.0
N/A
7.7
23.5
Future 103
10.58
0.58
55.1
41.3
N/A
1.5
3.7
N/A
9.0
27.9
a
101a
1.48
0.80
15.1
6.5
N/A
3.2
9.0
N/A
3.8
13.4
b
101b
0.70
0.80
15.0
6.9
N/A
3.2
8.9
N/A
1.8
62
c
101c
1.21
0.80
19.4
7.6
N/A
2.8
8.6
N/A
2.7
16.4
d
101d
0.42
0.80
10.2
4.8
WA
3.8 1
9.9
N/A
1.3
4.2
e
101e
1.32
0.80
13.5
6.1
N/A
3.3
9.2
N/A
3.5
12.2
101f
2.53
0.80
14.9
8.9
1.9
3.2
8.1
3.8
6.4
20.6
Ft. Collins Vehicle Maint. Build.
1 03-102.00 Page 1 of 2
I
I
I
APPENDIX C
1
r
1
H
i
I
I
1 ii Gutter Storm Water Conveyance -Cap -acity for Minor Event 11
' Project: FTC VSB
Street ID: Design Point b -10 year evzmt
Se
sa VVeak T. Cman
Y ; Qr Q: ex
1 ' A
v .y Dy - - Stiv T
--------------------
1
I
I
G.t . Steet
Height
H =
6.00 Inches
r Width
W =
- 2.00 ft
r Depression
Ds =
2.00 Inches
t Transverse Slope
Sx =
0,0200 ft/ft
t Longitudinal Slope
So =
0.0400 Wit
ing's Roughness
N =
0.016
num Allowable Water Spread for Minor Event
T =
16.00 ft
;r Cross Slope:
Sw =
0.1033 Wit
:r Depth without Gutter Depression
Y =
0.32 ft
:r Depth with a Gutter Depression
D =
0.49 ft
ad for Side Flow on the Street
Tx =
14.00 ft
ad for Gutter Flow along Gutter Slope
Ts =
4.71 ft
Rate Carried by Width Ts
Qws =
9.9 cfs
Rate Carried by Width (Ts - W)
Qww =
2.3 cis
:r Flow
Qw=
7.6 cfs
Flow
Qx =
11.7 cfs
mum Spread Capacity
Q-Tm =
19.3 cfs
ad for Side Flow on the Street
Tx =
16.67 ft
ad for Gutter Flow along Gutter Slope
Ts =
4.84 ft
Rate Carried by Wldth Ts
Qws =
10.6 cfs
Rate Carried by Width (Ts - W)
Qww=
2.6 cfs
:rFlow
Qw=
8.1 cfs
Flow
Qx =
18.6 cfs
ar Full Capacity
Q-full =
26.7 cfs
ion Factor for Minor Event R-min = 0.59
Design Conveyance Capacity for Minor Event Q-min = 15.9 cfs
' UD-Inlet v1.00, Q-Minor 1/21/2004, 7:31 AM
I
1
1
1
1
1
I
1
I
1
11 Gutter Storm Water Conveyance Capacity for Major Event
Project: FTC VSB
Street ID: Design Point b - 100-year event
Sh et
Side Walk T. Cxn�m
A A___
Y (20,
wI D 1 x___ v -
I Dr 9M T
Gxtier S4ret
Height
H =
6.00 inches
r Width
W =
2.00 ft
r Depression
Ds =
2.06 inches
t Transverse Slope
Sx =
0.0200 ft/ft
t Longitudinal Slope
So =
0,0400 ft/ft
Ing's Roughness
N =
0.016
num Water Spread for Major Event
T =
18.50 ft
er Cross Slope
Sw =
0.1033 ft/ft
'r Depth without Gutter Depression
Y =
0.37 ft
�r Depth with a Gutter Depression
D =
0.54 ft
ad for Side Flow on the Street
Tx =
1650 ft
ad for Gutter Flow along Gutter Slope
Ts =
5.19 ft
Rate Carried by Width Ts
Qws =
12.9 cfs
Rate Carried by Width (Ts - W)
Qww =
3.5 cfs
r Flow
Qw =
9.3 cfs
Flow
Qx =
18.1 cfs
mum Spread Capacity
Q-Tm =
27:5 cfs
ad for Side Flow on the Street
Tx =
16.67 it
ad for Gutter Flow along Gutter Slope
Ts =
4.84 fi
Rate Carried by Width Ts
Qws =
10.6 cfs
Rate Carried by Width (Ts - W)
Qww =
2.6 cfs
it Flow
Qw=
8.1 cfs
Flow
Qx =
18.6 cfs
or Full Capacity
Q-full =
26.7: cfs
ion Factor for Major Event R-Mal = 0.48
Design Conveyance Capacity for Major Event Q-maj = 12.8 cfs
I
UD-Inlet v1.00, CI -Major 1/21/2004, 8:06 AM
I
I
1
1
t
11 Gutter Storm Water Conveyance Capacity for Minor Event
Project: FTC VSB
Street ID: Design Point d -10-year event
steer
Side Walls Crone
A---
QX
I Do /
<- w><- -------i"-------->
Gw Stan
Height
r Width
r Depression
t Transverse Slope
1 longitudinal Slope
ing's Roughness
num Allowable Water Spread for Minor Event
>r Cross Slope:
r Depth without Gutter Depression
r Depth with a Gutter Depression
ad for Side Flow on the Street
ad for Gutter Flow along Gutter Slope
Rate Carried by Width Ts
Rate Carried by Width (Ts - W)
:r Flow
Flow
mum Spread Capacity
Spread for Side Flow on the Street
Spread for Gutter Flow along Gutter Slope
Flow Rate Carried by Width Ts
Flow Rate Carried by Width (Ts - W)
' Gutter Flow
Side Flow
Gutter Full Capacity
on Factor for Minor Event
Design Conveyance Capacity for Minor Event
1
I
H =
6.00 inches
W =
2.00 It
Ds =
2.00 Inches
Sx =
0.0200 ft/ft
So =
0.0050 Wit
N =
0.016
T =
25.00 It
Sw =
0.1033 ft/ft
Y =
0.50 It
D =
0.67 ft
Tx =
23.00 It
Ts =
6.45 ft
Qws =
8.1 cis
Qww =
3.0 cfs
Qw =
5.1 cis
Qx =
15.6 cfs
Q-Tm =
20.7 cfs
Tx =
16.67 ft
Ts =
4.84 ft
Qws =
3.8 cfs
Dww =
0.9 cfs
Qw =
2.9 cfs
Qx =
6.6 cfs
Q-full =
9.4 cfs
R-min = 1.00
Q-min = 9.4 cfs
tLID -Inlet v1.00, Q-Minor 1/21/2004, 8:10 AM
I
I
1
1
II Gutter Storm Water Convevance Canacitv for Maior Event II
Project: FTC VSB
Street ID: Desion Point d - 1
R ncrt
Side Walk
T.
A
DY
��
7
W- _--____-h________>
Gutter sheer
Curb Height
'
Gutter Width
Gutter Depression
Street Transverse Slope
Street Longitudinal Slope
Manning's Roughness
Maximum Water Spread for Major Event
1
1
1
1
1
1
3r Cross Slope
it Depth without Gutter Depression
!r Depth with a Gutter Depression
ad for Side Flow on the Street
ad for Gutter Flow along Gutter Slope
Rate Carried by Width Ts
Rate Carried by Width (Ts - W)
it Flow
Flow
mum Spread Capacity
pread for Side Flow on the Street
pread for Gutter Flow along Gutter Slope
low Rate Carried by Width Ts
low Rate Carried by Width (Ts - W)
utter Flow
ide Flow
utter Full Capacity
ion Factor for Major Event
Design Conveyance Capacity for Major Event
H =
12.00 inches
W =
2.00 it
Ds=
2.00 inches
Sx =
0.0200 ft/ft
So =
0,0050 ft/ft
N =
0.D16
T =
25.00 it
Sw =
0.1033 R/ft
Y =
0.50 ft
D =
0.67 it
Tx =
23.00 it
Ts =
6.45 ft
Qws =
8.1 cfs
Qww =
3.0 cfs
Qw=
5.1 cfs
Cx =
15.6 cfs
Q-Tm =
20,7 cis
Tx =
41..67 It
Ts =
9.68 ft
Qws =
24.0 cfs
Qww =
12.9 cis
Qw =
11 0 cis
Qx =
76.1 cis
Q-full=
87.1 cfs
R-maj = 1.00
Q-maj = 20.7 cfs
UD-Inletv1.00,Q-Major 1/212004,8:09AM
'Grate K-Chart
Page 1 of 1
I
1
1
1
To print K-chart, click ctrl-P.
R- 4999- L6
!------L----1----J-----L----1----
I I
00----+-----I-----�—___
1 1 I I 1
I I 1 I I I
-
---r----,-----r----T---- -----r
I I I 1 I I
E-�
00 ----------4-----�------+-----a-----I-
V I I I
00 T---- 7-----f T----1-----r
I 1 I I I 1
---- ---- p-----L - - - - ---- I-----0
I I I I 1 1
I I I I I I
m I I I I I I
I I I I I I
----! -----�_ ---L ----
I I I I I I
0
0 .6 3.0 1.6 zo tb 6.0
FLOW CFS/ft
S T = Transverse Gutter Slope %
S L = Longitudinal Gutter Slope %
' K = Grate Inlet Coefficient
T
I I
I I
I I
! I
I 1
I I
I I
I I
I 1
I
&6 {.0
C J
I�p (-6rhLNr) lQ1a'= I'% A cps
c 4�o vj 4hc� � ly—t
L sou'�h h "ix % WAS
1 we, o1/ahu I h I tx v �r �, d
rxn 4O&OV a I hoc?
(23 e �5 rarv� e2u baQi� lal b>
t n •ii.. ,..,, f, n:r� r,,.an.. t ,,.�i oro hen ti .�. t . o:aa +:�e —nnno r o 1 n 41o)nnn
1
1
I
NOTE: When specifying/ordering grates, refer to "CHOOSING THE PROPER INLET GRATE"
on pages 108-109. For FREE OPEN AREAS of Neenah Grates, refer to pages 326-M.
Airport Trench Drains for Hangars, Gates and Taxiways
Heavy Duty
it is Important to remove stone water from hanger areas, taxiways and ground level loading
where passengers are present and in areas where aircraft must pass. These trench drains are
capable of supporting the heavy wheel loads of today's commercial aircraft. For larger trench
widths or greater loading requirements, please contact our Product Engineering Dept.
Grates are bolted to frames.
Note: Rib depths on larger span trench grates and covers exceed the noted "B" dimension -
please contact Neenah for detail drawings.
Dimensions in inches
Catalog
No. A B C Grate Material
R-4990-AA
8
2
6
Gray Iron Class 35
R-499D-BA
10
2
8
Gray Iron Class 35
R-49W-GA
12
2
10
Ductile Iron
R-4999-DA•
14
2
12
Ductile Iron
R-499D-FA
17
2
15
Ductile Iron
R-4990-FA
20
2
18
Ductile Iron
R-499D-HA'"'
26
2
24
Ductile Iron
R-4990-NA2"
34
2
31
Ductile Iron
R-499D-OA•
51
2
48
Ductile Iron
Type X freme is supplied In Gray Iron Class 35.
Refer to R-4990 Series on pages 286 for details and instal-
lation Instructions.
' Type D solid cover available.
Type A grate available with Pennagrip.
MAXIMUM
3/16- GAP
R-4999 Vane Style Grates for Bolted Transverse Drainage Structures
Heavy Duty
Illustrating R-4999 bolted trench series with Type L grate.
Dimensions in Inches
Catalog
No.
A
B
C
B-4999-1.2
12
1 1/2
10
R-4999-0
14
11/2
12 '
�Jfi-4999-L6
23 7/g
2
21 7/8
B-4999-L9
29 �'q
21/2
26 3/4
This series furnished with Type L grate shown at right
Furnished In 2-foot Increments only.
Furnished in 1 or 2-foot increments.
Furnished in 1 1/2 or 3400t Increments.
Frame type
Type X
TYPE A
GRATE OPENINGS
AIRPORT
----- e TYPE X
I �
II I'I I I I I I I
I I I I II
Type L grate available only on
R-4999-1-2, L3, L6, and L9.
I
II
II
I
II
II
I
II
I
I[l
I 1
II
I 1
II
10000
9000
8000
7000
6000
4000
3000
2000
00
� 600
S00
0 400
Q 300
Ir
100
90
80
70
60
40
30
Ci•
E
From BPR
r
i
[IV1f,GY:
G•O.fG 1�1 /1J7
n i/ IWM+p1 W,/r,Gtlr a ..1uY[
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IIm
I :! I[4IIeGµ M C."1 faW[
.08
arl+l+u , • [ Hecalrc{ :w.
.07
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i
EXAMPLE u[[ su+[s sups
U.
.06
To
jj
,/n ee
fe
.04
U.
J. e.
ci
fG
z0
rne: e.a cn
__
.03
Z
;
Z
.80
70
60
F .SO
.40
.30
.02
.-.
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.20
f
INSTRUCTIONS U•
J
O
Orii-Q - L7Q.m&-J
.01
tr
i. cOw.ec* [/n une nr• faeR Isi Q
AT
o!
W
Z
a
.+< c0.+pr oraG•.1s[
Z
.008
O[I •• Ill rw({L r.0 ar+[3 .V11
.02
Q
u*t Is[cT a rut«.c un ref (A
.007
In
.10
celn[t[ axulre.
.m
U
.006
W
a
W
.oe
.005
•-lw..to c.... (L
O
O
.07
'
.004
.O6
Cr
d
O
.oa
f '
O
.003
3 *e 0(•[IwYI .r
in.04
CC
r
roves. or cw...a 1 li1
0[*uYHt u.r. J re+ reuL ►sc•.+<[ .+
.002
.03
W.., 1[clu. 1 I.E. witwe.alur. re
{[clu. 1 re+ IS.,.
Q
Y. J•I�f
f 3
~
. re sn[uu[ wso-..a
10LL0. ,w{rs....1. I
a.
UJI
.02
I
.001
Q
at"I" 1 .r SS..1G •t,u•n
09.1. J; CIS.,. < IS.
ue.[ wm I� .wo etrl. r r.0 a, • 0,.1�
Figure 4-1 ` .01
NONOGRAPH FOR FLOW IN TRIANGULAR GUTTERS
(From U.S. Dept. of Commerce, Bureau of Public Roads, 1965)
MAY 1984 4-3
1
DESIGN CRITERIA
Worksheet
Worksheet for Rectangular Channel
' e5 i� bpi ✓t * U
Project Description
Worksheet
Trench Drain
'
Flow Element
Rectangular Chi
Method
Manning's Forml
Solve For
Channel Depth
Input Data
Mannings Coefflc 0.013
Slope
004000 ft/ft
Bottom Width
21.875 in
Discharge
13.40 cfs
Results
Depth
1.49 ft
Flow Area
2.7 ft
'
Wetted Perim(
57.576 In
Top Width
21,875 in
Critical Depth
1,19 ft
Critical Slope
0.007075 Wit
Velocity
4.94 ft/s
Velocity Head
0.38 ft
Specific Enerc
1.87 ft
'
Froude Numb-
0.71
Flow Type
3ubcrftical
Notes: Q=100-year Flow for Basin 101 a
Width of channel is based on Neenah R4999-1-6 vane style trench type drain. If different inlet is selected, a new width may be appropriate.
1
I
Project Engineer: The Engineenng Company
1 fQ003 projectsk03-102\eng data\drainage.fm2 The Engineering Company FlowMaster v6.1 16140]
01/19/04 10:14:16 AM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1
I
1
GUTTER CONVEYANCE CAPACITY
' Project = FTC VSB
Street ID = Design Point b - 10-year event
1
1
1
I
1
1
11
Street
side walk
TO
crown
A
Y i
Qx
�' 5x
H' D
Dd
�sw
T
<--16 '---------
T-I-------->
Gutter
street
In Discharge in the Gutter
Height
r Width
r Depression
t Transverse Slope
t Longitudinal Slope
ing's Roughness
3r Cross Slope
�r Spread Width
�r Depth without Gutter Depression
tr Depth with a Gutter Depression
ad for Side Flow on the Street
ad for Gutter Flow along Gutter Slope
rate Carried by Width Ts
rate Carried by Width (Ts - W)
)r Flow
Flow
I Flow (Check against Qo)
rr Flow to Design Flow Ratio
talent Slope for the Street
Area
Velocity
product
Qo =
1.8 cfs
H =
6.00 inches
W =
2.0O ft
Ds =
2.00 inches
Sx =
0.0200 ft/it
So =
0.0400 ft/ft
N =
0.016
Sw =
0.10 ft/ft
T =
4.31 ft
Y =
0.09 ft
D =
0.25 ft
Tx=
231 ft
Ts =
245 ft
Qws =
1.7 cfs
Qww =
0.0 cfs
Qw =
1.7 cfs
Qx =
0.1 cfs
Qs =
1.8 cfs
Eo =
0.95
Se =
0.10 ft/ft
As =
0.35 sq ft
Vs =
5.11 fps
VsD =
1.29 ft2/s
I' UD-Inlet v1.00, Street Hy 1/21/2004, 7:35 AM
CURB OPENING INLET ON A GRADE
Project: FTC VSB
Inlet ID: Design Point b - 10-year event
L bVP
V4p a< --- >
Curb �,&� Flow Direction
Gutter
i Discharge on the Street (from Street Hy
Qo =
1.8 cfs
Flow to Design Flow Ratio (from Street Hy
Eo =
0.95
of a Single Inlet Unit
Lu =
5.00 IT
ig Factor for a Single Unit Inlet
Cc =
0.20
r of Inlet Units in Curb Opening
No =
1
Length of Curb Opening Inlet
L =
5.00 It
alent Slope Se (from Street Hk
Se =
0.1000 Wit
red Length Lo to Have 100% Interception
Lo =
13.92 ft
ing Coefficient
C-coeff =
1.00
ing Factor for Multiple -unit Curb Opening Inlet
Clog =
0.20
ive (Unclogged) Length
Le =
4.00 ft
r No -Clogging Condition
ive Length of Curb Opening Inlet (must be to)
L =
5.00 If
eption Capacity
Qi =
1.0 cfs
r Clogging Condition
ive Length of Curb Opening Inlet (must be to)
Le =
4.00ft
option Capacity
Qa
efs
over flow = Qo - Qa =
Qco =
[ 1.0 cfs
ire Percentage for this Inlet = Qa I Qo =
C% _
45.67. %
UD-Inlet v1.00, Curb-G 1212004, 7:36 AM
GUTTER CONVEYANCE CAPACITY
Project = FTC VSB
Street ID = Design Point b - 100-year event
Sdde walls To
A
Y Qx L_ _ _ - ti.
tt' D ; M
Dr -�/S _
.K_ W>< ________ z________1
Gutfer Stlet
)n Discharge in the Gutter
Height
r Width
r Depression
ITransverse Slope
t Longitudinal Slope
ing's Roughness
�r Cross Slope
r Spread Width
r Depth without Gutter Depression
r Depth with a Gutter Depression
ad for Side Flow on the Street
ad for Gutter Flow along Gutter Slope
'ate Carried by Width Ts
'ate Carried by Width (Ts - W)
r Flow
Flow
Flow (Check against Qo)
ar Flow to Design Flow Ratio
talent Slope for the Street
Area
Velocity
product
Skeet
cmo
Qo =
8.5 cfs
H =
6.00 inches
W =
2.00 ft
Ds =
2.00. inches
Sx =
0.0200 ft/ft
So =
0.0400 Wit
N =
0.016
Sw =
0.10 tuft
T=
11.15 ft
Y =
0.22 ft
D =
0.39 ft
Tx =
9.15 it
Ts =
3.77 ft
Qws =
5.5 cfs
Qww =
0.7 cfs
Qw =
4.7 cfs
Qx =
3.8 cfs
Qs =
8.5 cfs
Eo =
0.56
Se =
0.07 ft/ft
As =
1.41 sq ft
Vs =
6.03 fps
VsD =
2.35 ftz/s
UD-Inlet 0.00, Street Hy 1/21/2004, 7:37 AM
11 CURB OPENING INLET ON A GRADE 11
Project: FTC VSB
Inlet ID: Design Point b
event
W11 L "WP
ow Direction
i Discharge on the Street (from Street Hr
Qo =
8.5 cfs
Flow to Design Flow Ratio (from Street HV
Eo =
0.56
of a Single Inlet Unit
Lu =
500 It
ig Factor for a Single Unit Inlet
Co =
0.20
-r of Inlet Units in Curb Opening
No =
1
Length of Curb Opening Inlet
L =
5.00.f1
alent Slope Se (from Street HJ
Se =
0.0700 ft/ft
red Length Lo to Have 100% Interception
Lo =
33.08 ft
ing Coefficient
C-coeff =
1.00
ing Factor for Multiple -unit Curb Opening Inlet
Clog =
0.20
ive (Unclogged) Length
Le =
4.00 ft
r No -Clogging Condition
ive Length of Curb Opening Inlet (must be to)
L =
5.00 ft
3ption Capacity
Qi =
2.2 cfs
• Clogging Condition
ive Length of Curb Opening Inlet (must be to)
Le =
4.00 fl
3ption Capacity
Qa =
1.8 cfs
over flow = Qo - Die
Qco ='.
6.7 cfs
ire Percentage for this Inlet = Qa / Qo =
C%= `
20.70 %
UD-Inlet v1.00, Curb-G 12112004, 7:37 AM
Project =
Street ID =
GUTTER CONVEYANCE CAPACITY
Side Walk Ts
^___
Y Qw Qx E_� SSc
H' D
Dr S" T
V ✓ Y___
t_ w�<--------- T=-------- y
Gutter Street
1n Discharge in the Gutter
Height
r Width
r Depression
(Transverse Slope
I Longitudinal Slope
ing's Roughness
:r Cross Slope
w Spread Width
�r Depth without Gutter Depression
�r Depth with a Gutter Depression
ad for Side Flow on the Street
ad for Gutter Flow along Gutter Slope
rate Carried by Width Ts
rate Carried by Width (Ts - W)
ar Flow
Flow
I Flow (Check against Qo)
:r Flow to Design Flow Ratio
talent Slope for the Street
Area
Velocity
product
Sheet
cmw
Qo =
2.7 cfs
H =
6.00 inches
W =
2.00 ft
Ds =
2.00 inches
Sx =
0.0200 fvft
So =
0.0400 ft/ft
N =
b.016
Sw =
0.10 ft/ft
T =
5.94 ft
Y =
0.12 ft
D =
0.29 ft
Tx =
3.94 ft
Ts =
2.76 ft
Qws =
2.4 cfs
Qww =
0.1 cfs
Qw =
2.3 cfs
Qx =
0.4 cfs
Qs =
2.7 cfs
Eo =
0.85
Se =
0.09 fvfl
As =
0.52 sq ft
Vs =
5.20 fps
VsD =
1.49 ftz/s
UD-Inlet v1.00, Street Hy 1/21/2004, 7:38 AM
Project:
Inlet ID:
IIGRATE INLET oN AID E _ II
W= We
event
E l
Lo Le
In Discharge on the Street (fromStreet Hy)
of Grate
h of a Unit Grate
of a Unit Grate
ling Factor for a Unit Grate
r Depth for Design Condition
rer of Grates
Length of Grate Inlet
of Gutter Flow to Design Flow Eo (fromStreet Hy)
,alent Slope Se (from Street Hy)
Velocity Vs (fromStreet Hy)
h-over Velocity
r No -Clogging Condition
:option Rate of Gutter Flow
Live Length of Grate Inlet
eption Rate of Side Flow Rx (fromStreet Hy)
eption Capacity
r Clogging Condition
eption Rate of Gutter Flow
ling Coefficient for Multiple -unit Grate Inlet
ling Factor for Multiple -unit Grate Inlet
:ive (unclogged) Length of Multiple -unit Grate Inlet
eption Rate of Side Flow Rx (fromStreet Hy)
it Interception Capacity
-Over Flow = Qo-Qa =
ire Percentage = Qa/Qo =
L
Clogged
Cui%
Gutter
Flaw
Qo =
2.7 cfs
Type =
Bar P-1-7/8
Lo =
3.25 ft
Wo =
1.78 ft
Co =
0.50
Yd =
3.48 inches
No =
1
L =
3.25 ft
Eo =
0.85
Se =
0.0900 Wit
Vs =
5.20 fps
Vo =
10.10 fps
Rf=
1.00
L =
3.25 ft
Rx =
0.09
Qi =
2.3 cfs
Rf=
1.00
Coef =
1.75
Clog =
0.07
Le =
3.01 ft
Rx =
0.08
Oa =
2.3 cfs
0-co = 0.4 cfs
C% _ 86.20. %
UD-Inlet v1.00, Grate-G 1/21/2004, 7:40 AM
I
1
1
1
1
1
1
11
1
1
GUTTER CONVEYANCE CAPACITY
Project = FTC VSB
Street ID = Design Point c - 100-year event
t'slde Walk
Ts
Qx SIX
D"
�swr
TX>
Gurier Swat
1n Discharge in the Gutter
Height
r Width
r Depression
tTransverse Slope
i Longitudinal Slope
ing's Roughness
!r Cross Slope
r Spread Width
r Depth without Gutter Depression
r Depth with a Gutter Depression
ad for Side Flow on the Street
ad for Gutter Flow along Gutter Slope
'ate Carried by Width Ts
'ate Carried by Width (Ts - W)
r Flow
Flow
Flow (Check against Qo)
tr Flow to Design Flow Ratio
talent Slope for the Street
Area
Velocity
product
tit�,d
CmIm
Qo =
10.4 cfs
H =
6.00 inches
W =
2.00 ft
Ds =
2.00 inches
Sx =
0.0200 ft/ft
So =
0.0400 ft/ft
N=
0,016
Sw =
0.10 ft/ft
T =
12.24 ft
Y =
0.24 ft
D =
0.41 ft
Tx =
10.24 ft
Ts =
3.98 it
Qws =
6.3 cfs
Qww =
1.0 cfs
Qw =
5.4 cfs
Qx =
5.1 cfs
Qs =
10.4 cfs
Eo =
0.51
Se =
0.06 fuft
As =
1.66 sq ft
Vs =
6.26 fps
VS0 =
2.58 ft2/s
' UD-Inlet v1.00, Street Hy 1/21/2004, 7:41 AM
I
d
' Project:
Inlet ID:
FTC VSB
GRATE INLET ON A GRADE
E Le ! Ls Clogged
Design Discharge on the Street (fromStreet Hy)
'Type of Grate
Length of a Unit Grate
Width of a Unit Grate
Clogging Factor for a Unit Grate
Water Depth for Design Condition
Number of Grates
1
1
1
1
1
1
1
1
1
Length of Grate Inlet
of Gutter Flow to Design Flow Eo (fromStreet Hy)
,alent Slope Se (from Street Hy)
Velocity Vs (fromStreet Hy)
h-over Velocity
No -Clogging Condition
ation Rate of Gutter Flow
e Length of Grate Inlet
)tion Rate of Side Flow Rx (fromStreet Hy)
3tion Capacity
Clogging Condition
ption Rate of Gutter Flow
ig Coefficient for Multiple -unit Grate Inlet
ig Factor for Multiple -unit Grate Inlet
Is (unclogged) Length of Multiple -unit Grate Inlet
ption Rate of Side Flow Rx (fromStreet Hy)
Interception Capacity
,er Flow = Co-Qa =
Percentage = Qa/QO =
Qo =
10A cfs
Type =
Bar P-1-7/8
Lo =
3.25 R
Wo =
1.78 ft
Co =
0.50
Yd =
4.92 Inches
No =
1
L =
3.25 it
Eo =
0.51
Se =
0.0600 ft/ft
Vs =
6.26 fps
Vo =
10.07 fps
Rf=
1.00
L =
3.25 ft
Rx =
0.07
Qi =
5.7 cfs
Rf =
1.00
Coef =
1.88
Clog =
0.08
Le =
3.00 it
Rx =
0.06
Qa =
5)6 cfs
0-co = 4.8 cfs
C%= 63,83. %
' UD-Inletv1.00, Grate-G 1/2112004, 7:41 AM
I
1
1
1
1
1
GUTTER CONVEYANCE CAPACITY
Project = FTC VSB
Street ID = Design Point d - 10-year event
Skeet
side Walk To crown
Y Q-,
ft' D
V Sw T
TX________�
Gutter sheet
In Discharge in the Gutter
Height
r Width
r Depression
Transverse Slope
Longitudinal Slope
ing's Roughness
!r Cross Slope
r Spread Width
r Depth without Gutter Depression
r Depth with a Gutter Depression
ad for Side Flow on the Street
ad for Gutter Flow along Gutter Slope
'ate Carried by Width Ts
'ate Carried by Width (Ts - W)
r Flow
Flow
Flow (Check against Qo)
er Flow to Design Flow Ratio
talent Slope for the Street
Area
Velocity
product
Qo =
2.7 cfs
H =
2.00 inches
W =
2.00 ft
Ds =
1,90 inches
Sx =
0.0200 ft/ft
So =
0.0050 full:
N =
0.016
Sw =
0.10 fuft
T =
10.68 ft
Y =
0.21 ft
D =
0.37 ft
Tx =
8.68 ft
Ts =
3.75 ft
Qws =
1.8 cfs
Qww =
0.2 cfs
Qw =
1.6 cfs
Qx =
1.2 cfs
Qs =
2.7 cfs
Eo =
0.57
Se =
0.07 ft/ft
As =
1.30 sq ft
Vs =
2.08 fps
VsD =
0.77 ftz/s
' LID -Inlet v1.00, Street Hy 1/21/2004, 8:27 AM
I
1
1
1
1
1
Project =
Inlet ID =
COMBINATION INLET IN A SUMP
WP L WP
c-- K >
Cmi [01 H
Arta y,
Ith of a Unit Inlet
I Depression, 8 any (not pan of upstream Composite Gutter)
bar of Unit Inlets
e Information
n of a Unit Grate
Opening Ratio for a Grate (typical values 0.60-0.90)
ging Factor for a Single Grate (typical value 0.50)
e Orifice Coefficient (typical value 0.67)
t Weir Coefficient (typical value 3.00)
Opening Irdonnalfon
it of Curb Opening In Inches
r of Throat (see USDCM Figure ST-5)
Width for Depression Pan
ling Factor for a Single Curb Opening (typical value 0.10)
Opening Orifice Coefficient (typical value 0.67)
Opening Weir Coefficient (typical value 2.30-3.00)
Design Discharge on the Street (from Street Hy)
' Water Depth for Design Condition
Total Length of Combination Inlet
As a Weir
Capacity as a Weir without Clogging
' Clogging Coefficient for Multiple Units
Clogging Factor for Multiple Units
Capacity as a Weir with Clogging
As an Orifice
' Capacity as an Orifice without Clogging
Capacity as an Orifice with Clogging
a Weir
>acity, as a Weir without Clogging
gging Coefficient for Multiple Units
gging Factor for Multiple Units
taclty, as a Weir with Clogging
an Orifice
racfty as an Orifice without Clogging
racily as an Orifice with Clogging
Opening is inneffoctivo while Grate is in weir flow.)
FIvw Dlseadon
L. = 3.30 it
a,= 2.00 inches
No= 2
W.=
1.78 0
A -
0.38
C.(G)=
0.50
Cd(G)-
0.67
C..(G)=
3.00
H=
6.00 inches
Theta-
27.0 degrees
Wp=
2.00ft
C.(C)=
0.20
Ca(C)=
0.67
C„(C)=
3,00
O.= 2.7 cfs
Ya = 6.3 inches
L = 6.60 ft
0..=
11.6 cfs
Coef=
1.50
Clog =
0.38
O.. =
8.8 cfs
Oa =
17.4 cfs
O,. =
10.9 cfs
Qw.w-
8.8 cfs
O„r=
11.6 cis
Coef =
1.25
Clog=
0.13
0..=
10.7 cis
Oo,=
11.4 cis
O.. =
10.0 cis
O..C�=
0.0 cfs
0. = 8.8 cfs
C%= 100.00 %
Note: Unless additional ponding depth or spilling over the curb is acceptable, a capture
percentage of less than 100 % in a sump may indicate the need for additional inlet units.
tUD-Inlet 0.06a. Combo-S 7/912004, 9:34 AM
Project = FTC VSB
Street ID = Design Point d - 100-year event
street
Side Walk Ts cmw
Y QK, Qx Lam_ St`
H' D
`✓
Dr �C SW
T
<- wy<--------- Tx -------- >
Gutter Street
1n Discharge in the Gutter
Height
r Width
r Depression
I Transverse Slope
t Longitudinal Slope
ing's Roughness
�r Cross Slope
ar Spread Width
er Depth without Gutter Depression
er Depth with a Gutter Depression
ad for Side Flow on the Street
ad for Gutter Flow along Gutter Slope
rate Carried by Width Ts
rate Carried by Width (Ts - W)
w Flow
Flow
I Flow (Check against Qo)
�r Flow to Design Flow Ratio
talent Slope for the Street
Area
Velocity
product
Qo =
15.7 cfs
H =
2.00 inches
W =
2.00 It
Ds =
1.90 inches
Sx =
0.0200 fUft
So =
0.0050 ft/ft
N =
0.016
Sw =
0.10 ft/ft
T =
22.47 ft
Y =
0.45 ft
D =
0.61 ft
Tx =
20.47 ft
Ts =
6.13 ft
Qws =
6.6 cfs
Qww =
2.3 cfs
Qw =
4.3 cfs
Qx =
11.4 cfs
Qs =
15.7 cfs
Eo =
0.27
Se =
0.04 Wit
As =
5.21 sq ft
Vs =
3.02 fps
VsD =
1.83 ft2/s
LID -Inlet v1.00, Street Hy 1/21/2004, 8:27 AM
11
1
1
1
1
1
1
1
1
COMBINATION INLET IN A SUMP
Project = FTC - VSS
Inlet ID = Desi n Point D -
uP L WP r
Cmb P` H
Qrrr?
Ith of a Unit Inlet
I Depression, if any (not part of upstream Composite Gutter)
bar of Unit Inlets
a Information
i of a Unit Grate
Opening Ratio for a Grate (typical values 0.60-0.90)
ling Factor for a Single Grate (typical value 0.50)
Orifice Coefficient (typical value 0.67)
t Weir Coefficient (typical value 3.00)
Opening Information
it of Curb Opening in Inches
r of Throat (see USDCM Figure ST-5)
Width for Depression Pan
ling Factor for a Single Curb Opening (typical value 0.10)
Opening Orifice Coefficient (typical value 0.67)
Opening Weir Coefficient (typical value 2.30-3.00)
Design Discharge on this Street (from Site., Hy)
1 Water Depth for Design Condition
Total Length of Combination Inlet
As a Weir
Capacity as a Weir without Clogging
1 Clogging Coefficient for Multiple Units
Clogging Factor for Multiple Units
Capacity as a Weir with Clogging
As an Orifice
1 Capacity as an Orifice without Clogging
Capacity as an Orifice with Clogging
1
1
I
1
1
a Weir
pacity as a Weir without Clogging
gging Coefficient for Multiple Units
gging Factor for Multiple Units
pacity as a Weir with Clogging
an Orifice
cacity, as an Orifice without Clogging
pacity as an Orifice with Clogging
I77r. ",'g7T
1q = 3.30 0
a._.= 2.00 inches
No = 2
W. =
1.78 it
A =
038
C.(G)=
0.50
Cd (G) =
0.67
C„ (G) =
3.00
H =
6.00 inches
Theta=
27.0 degrees
Wp =
2.00 It
C.(C)=
0.20
Ca (C) =
0.67
C (C)=
3.00
Q,= 15.7 cfs
Va = 9.1 inches
L = 6.60 it
Q„ =
20.3 cis
Coat=
1.50
Clog =
0.38
01„ =
15.3 cis
Qol = 20.9 cfs
Q„ = 13.1 cis
Q. .=. 13.1 cis
Q„ =
20.3 cis
Coal=
1.25
Clog =
0.13
Q. =
18.7 cis
0, = 14.3 cis
Q. = 12.5 cfs
Q.c„w = 12.5 cfs
Q. = 25.6 cis
C % = 100.00 %
Note: Unless additional pending depth or spilling over the curb is acceptable, a capture
percentage of less than 100%in a sump may indicate the need for additional Inlet units.
1 UD-Inlet v1.06a, Combo-S 7/912004. 9:27 AM
11 GRATE INLET IN A SUMP
Project = FTC VSB
Inlet ID = Design Point e - 1
IV= Ave
event
'f Lo Le Clogged
45
L
Curb
Gutter
1— Flow
gn Discharge on the Street (from Street Hy)
Qo =
12.2 cfs
th of a Unit Grate
Lo =
3.25 ft
i of a Unit Grate
Wo =
1.83 ft
Opening Ratio for a Grate
Ar =
0.38
Sing Coefficient for a Single Inlet
Co =
0.50
)er of Grates
No =
2
e Coefficient
Cd =
0.67
Coefficient
Cw =
3.00
r Depth for Design Condition
Yd =
0.70 ft
igth of Grate Inlet
L =
6.50 ft
ith of Grate Inlet
W =
1.83 ft
a Weir
Dacity as a Weir without Clogging
Qwi =
17.9 cfs
gging Coefficient for Multiple Units
C-coef =
1.50
gging Factor for Multiple Units
Clog =
0.38
Dacity as a Weir with Clogging
Qwa =
13.6 cfs
an Orifice
)acity as an Orifice without Clogging
Qoi =
20.3 cfs
)acity as an Orifice with Clogging
Qoa =
12.7 cfs
for Design with Clogging Qa = 12.7 cfs
percentage = Qa / Qo C% - 100.00'; %
Note: Unless additional ponding depth or spilling over the curb is acceptable, a capture
percentage of less than 100% in a sump may indicate the need for additional inlet units.
UD-Inletv1.00, Grate-S 1/21/2004, 8:40AM
GRATE INLET IN A SUMP
Project = FTC VSB
Inlet ID = Design Point 0-2 loll -site
NV we
Lo Clog
ged
Le
E
L
C iufi
Gutter
E— Flom
gn Discharge on the Street (from Street Hy 1
00 =
21.4 cfs
lh of a Unit Grate
Lo =
3.25 ft
i of a Unit Grate
We =
1.78 ft
Opening Ratio for a Grate
Ar =
0.38
Sing Coefficient for a Single Inlet
Co =
0.50
per of Grates
No =
2
e Coefficient
Cd =
0.67
Coefficient
Cw =
3.00
r Depth for Design Condition
Yd =
2.20 ft
igth of Grate Inlet
L =
6.50 ft
ilh of Grate Inlet
W =
1.78 ft
a Weir
cacity as a Weir without Clogging
Qwi =
98.5 cfs
gging Coefficient for Multiple Units
C-coef =
1.50
gging Factor for Multiple Units
Clog =
0.38
Dacity as a Weir with Clogging
Qwa =
74.6 cfs
an Orifice
lacity as an Orifice without Clogging
Qoi =
35.1 cfs
3acity as an Orifice with Clogging
Qoa =
21.9 cfs
ity for Design with Clogging Qa = 21,9 cfs
re percentage = Qa / Qo C% =-100.00 %
Note: Unless additional ponding depth or spilling over the curb is acceptable, a capture
percentage of less than 100% in a sump may indicate the need for additional inlet units.
UD-Inlet v1.00, Grate-S 1/28/2004, 3:02 PM
I
1
i
1
1
1
1
1
1
i
1
1
LL
n
Ld
J
a
Q
m
0
1
Hydraflow Summary Report Page
I
1
I
1
1
I
1
1
I
Line
Line ID
Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
N
(it)
(ft)
(ft)
No.
1
STMH-2 to Pond
22.30
18 c
130.0
4981.00
4986.20
4.000
4984.25'
4990.1 V
2.48
End
2
Trench Inlet to ST
13.40
18 c
25.0
4988.20
4989.20
4.000
4992.59'
4993.00'
0.89
1
Project File: DPa to Pond.stm
I-D-F File: SAMPLE.IDF
Total No. Lines: 2
Run Date: 07-02-2004
NOTES: c = circular; e = elliptical; b = box; Return period = 100 Yrs.; ' Indicates surcharge condition.
£
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Hydraflow Summary Report Page 1
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�I
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Line
Line ID
Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
(90)
(ft)
(ft)
(ft)
No.
1
STMH-1to Pond
12.20
15 c
144.0
4981.00
4987.92
4.806
4984.25
4989.15
1.54
End
2
Inlet to STMH-1
12.20
15 c
105.0
4989.92
4993.26
3.181
4991.04'
4994.76'
1.54
1
Project File: DP a to Pond.sun
I-D-F File: SAMPLE.IDF
Total No. Lines: 2
Run Date: 07-02-2004
NOTES: c = circular, e = elliptical; b = box; Return period = 100 Yrs.; ' Indicates surcharge condition.
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Hydraflow Summary Report Page 1
1
1
1
1
1
1
I
I
Line
Line ID
Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
N
(ft)
(ft)
(ft)
No.
1
STMH-3 to North Po
13.03
18 c
57.0
4978.90
4979.10
0.351
4982.36'
4983.24'
0.51
End
2
Wood St. Inlet to
12.00
18 c
74.0
4979.20
4980.30
1.486
4983.75'
4984.71'
0.43
1
Project File: Wood St to North Pon
.strrl-D-F File: SAMPLE.I DF
Total No. Lines: 2
Run Date: 01-27-2004
NOTES: c = circular; e = elliptical; b = box; Return period = 100 Yrs.; ' Indicates surcharge condition.
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APPENDIX D
1
II
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DRAINAGE CRITERIA MANUAL (V. 1)
MAJOR DRAINAGE
C
7
9 = Expansion Angle
n
ti
a�
h
Q'
1'
P�
pIle
ro'
.I 2 .3 .4 .5 .6 .7 .8
TAILWATER DEPTH/ CONDUIT HEIGHT, Yt/D
FIGURE MD-23
Expansion Factor for Circular Conduits
06/2001 MD-111
Urban Drainage and Flood Control District
DRAINAGE CRITERIA MANUAL (V. 1)
ut •: ti:_ ►t
L
E'
EM
mmmmm
MMM
MAPA
0
.E
OMAN
000011ME
=�=
tea•.—_.EW.�®d
2 .4 .6 .B Lu
Yt/D
Use Da instead of D whenever flow is supercritical in the barrel.
**Use Type L for a distance of 3D downstream.
FIGURE MD-21
Riprap Erosion Protection at Circular Conduit Outlet Valid for Q/D2.5 < 6.0
06/2001 MD-109
Urban Drainage and Flood Control District
' DRAINAGE CRITERIA MANUAL (V. 1)
MAJOR DRAINAGE
1
I
1
[_I
1
TABLE MD-7
Classification and Gradation of Ordinary Riprap
Riprap Designation
% Smaller Than
Intermediate Rock
d5o (inches)'
Given Size b Wei ht
Dimensions inches
Type VL
70-100
12
50-70
9
35-50
6
6"
2-10
2
Type L
70-100
15
50-70
12
35-50
9
9=.
2-10
3
Type M
70-100
21
50-70
18
35-50
12
12.'
2-10
4
Type H
70-100
30
50-70
24
35-50
18
18
2-10
6
Type VH
70-100
42
50-70
33
35-50
24
24
2-10
9
d5o = mean particle size (intermediate dimension) by weight.
'" Mix VL and L riprap with 30% (by volume) topsoil and bury it with 6+ inches of topsoil, all
vibration compacted, and revegetate.
Rock used for riprap should be hard, durable, angular in shape, and free from cracks, overburden, shale,
and organic matter. Neither breadth nor thickness of a single stone should be less than one-third its
length, and rounded stone should be avoided. The rock should sustain a loss of not more than 40% after
' 500 revolutions in an abrasion test (Los Angeles machine-ASTM C-535-69) and should sustain a loss of
not more than 10% after 12 cycles of freezing and thawing (AASHTO test 103 for ledge rock procedure
A). Rock having a minimum specific gravity of 2.65 is preferred; however, in no case should rock have a
' specific gravity less than 2.50.
4.4.1.2 Grouted Boulders. Table MD-8 provides the classification and size requirements for boulders.
' When grouted boulders are used, they provide a relatively impervious channel lining which is less subject
to vandalism than ordinary riprap. Grouted boulders require less routine maintenance by reducing silt
tand trash accumulation and are particularly useful for lining low -flow channels and steep banks. The
appearance of grouted boulders is enhanced by exposing the tops of individual stones and by cleaning
the projecting rocks with a wet broom right after the grouting operation. In addition, it is recommended
that grouted boulders on channel banks and outside of frequent flow areas be buried with topsoil and
revegetated with native grasses, with or without shrubs depending on the local setting. Boulders used for
06/2001 MD-61
Urban Drainage and Flood Control District
i
' RAINFALL PERFORMANCE STANDARD EVALUATION
I
Project: Fort Collins Vehicle Storage Standard Form A
Completed By: A. Kauffman Date: 01/30/04
Basin
ID
Erodibility
Zone
Area
(ac)
Length
(ft)
Slope
N
Lb
(feet)
Sb
N
PS
M
101 a
Moderate
1.48
514
2.9
101b
Moderate
0.70
745
3.9
101c
Moderate
offsite basin, not in site analysis
101d
Moderate
0.42
363
2.0
101 a
Moderate
1.32
440
2.0
101f
Moderate
2.53
747
4.9
Total:
6.46
605
3.6
83.0
' The PS value is obtained from Table 8-A
1
1
1
1
1
I
EFFECTIVENESS CALCULATIONS
Project: Fort Collins Vehicle Storage
Completed By: A. Kauffman Date:
Standard Form B
7/2/2004
Erosion Control
Method
C-Factor
Value
P-Factor
Value
Comment
Bare Soil
1.00
1.00
Smooth Condition
Roughen Ground
1.00
0.90
Sediment Trap
1.00
0.50
Roads/Walks
0.01
1.00
assume all area not in grass is paved or concrete
Gravel Filters
1.00
0.80
For all sub -basins
Straw Bale Barrier
1.00
0.80
Temporary Crop
0.45
1.00
Hay Mulch
0.06
1.00
Silt Fence
1.00
0.50
Established Grass
0.08
1.00
From Figure 8-A % area )= 0.03
Major
PS
Sub
Area
Calculations
Comments:
Basin
N
Basin
(ac)
Post Construction
101
83.0
101 a
1.48
C Factor = 0.48
Landscape area = 0.67 ac
P Factor = 0.38
Paved area = 0.15 ac
Eff = 81.7
Building area = 0.67 ac
101b
0.70
C Factor= 0.04
Landscape area = 0.38 ac
P Factor = 0.40
Paved area = 0.31 ac
Eff = 98.5
Building area = 0.00 ac
101 c
0.00
C Factor =
Offsite basin, therefore
P Factor =
no calculation is performed
Eff =
101 d
0.42
C Factor = 0.03
Landscape area = 0.16 ac
P Factor = 0.40
Paved area = 0.27 ac
Eff = 98.9
Building area = 0.00 ac
1018
1.32
C Factor = 0.22
Landscape area = 0.24 ac
P Factor = 0.39
Paved area = 0.82 ac
Eff = 91.5
Building area = 0.26 ac
101 f
2.53
C Factor = 0.09
Landscape area = 2.25 ac
P Factor = 0.40
Paved area = 0.19 ac
Eff = 96.5
Building area = 0.08 ac
F:\2003 Projects\03-102 Fort Collins - Aller Lingle\05 Vehicle Storage\Eng data\Drainage spreadsheets Page 1
EFFECTIVENESS CALCULATIONS
Project: Fort Collins Vehicle Storage
Completed By: A. Kauffman Date:
Standard Form B
7/2/2004
Erosion Control
Method
C-Factor
Value
P-Factor
Value
Comment
Bare Soil
1.00
1.00
Smooth Condition
Roughen Ground
1.00
0.90
Sediment Trap
1.00
0.50
Roads/Walks
0.01
1.00
assume all area not in grass is paved or concrete
Gravel Filters
1.00
0.80
For all sub -basins
Straw Bale Barrier
1.00
0.80
Temporary Crop
0.45
1.00
Hay Mulch
0.06
1.00
Silt Fence
1.00
0.50
Established Grass
0.08
1.00
From Figure 8-A % area )= 0.03
Major
PS
Sub
Area
Calculations
Comments:
Basin
N
Basin
(ac)
During Construction
101
70.6
101a
1.48
C Factor= 0.79
Landscape area = 0.33 ac
P Factor = 0.40
Paved area = 0.00 ac
Eff = 68.1
Building area = 0.00 ac
Bare soil = 1.16 ac
101 b
0.70
C Factor = 0.04
Landscape area = 0.38 ac
P Factor = 0.40
Paved area = 0.31 ac
Eff = 98.5
Building area = 0.00 ac
Bare soil = 0.00 ac
101c
0.00
C Factor =
Offsite basin, therefore
P Factor =
no calculation is performed
Eff =
101 d
0.42
C Factor = 0.15
Landscape area = 0.16 ac
P Factor = 0.40
Paved area = 0.22 ac
Eff = 94.2
Building area = 0.00 ac
Bare soil = 0.05 ac
101 a
1.32
C Factor = 0.93
Landscape area = 0.24 ac
P Factor = 0.44
Paved area = 0.00 ac
Eff = 59.3
Building area = 0.00 ac
Bare soil = 1.21 ac
101f
2.53
C Factor = 0.44
Landscape area = 1.51 ac
P Factor = 0.40
Paved area = 0.00 ac
Eff = 82.6
Building area = 0.00 ac
Bare soil = 1.01 ac
Total Effectiveness= 92.5 % (Post Construction) > 83.0 %
The Total Effectiveness is greater than the Performance Standard, therefore the plan is OK
Total Effectiveness= 77.0 % (During Construction) > 70.6 %
The Total Effectiveness is greater than the Performance Standard, therefore the plan is OK
F:\2003 Projects\03-102 Fort Collins - Aller Lingle\05 Vehicle Storage\Eng data\Drainage spreadsheets Page 2
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8-4
r,J
DESIGN CRITERIA
Figure 8-A
ESTABLISHED GRASS AND C-FACTORS
FORT COUNS, COLORADO
0.35
0.30
0.25
a 0.20
0
U
d
W
U 0.15
0.10
0.05
0.00 i
0 20 40 60 80 100
ESTABLISHED GRASS GROUND COVER {%)
MARCH 1991 8-8 DESIGN CRITERIA
CONSTRUCTION SEQUENCE
STANDARD FORM C
PROJECT: Fort Collins Vehicle Storage
COMPLETED BY: A. Kauffman DATE: 30-Jan-04
Indicate by use of a bar line or symbols when erosion control measures will be installed. Major modifications to an
approved schedule may require submitting a new schedule for approval by the City Engineer.
MONTH
T7
2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
10
11
12
Demolition
Grading
Wind Erosion Control:
Soil Roughing
Perimeter Barrier
Additional Barriers
Vegetative Methods
Soil Sealant
Other
Rainfall Erosion Control
Structural:
Sediment Trap/Basin'-
Inlet Filters
Straw Barriers
Silt Fence Barriers
Sand Bags
_-
Bare Soil Preparation
Contour Furrows
Terracing
Asphalt/Concrete Paving
Other
Vegetative:
Permanent Seed Planting
Mulching/Sealant
Temporary Seed Planting
Sod Installation
Nettings/Mats/Blankets
Other
BUILDING CONSTRUCTION
STRUCTURES: INSTALLED BY: CONTRACTOR MAINTAINED BY: DEVELOPER
VEGETATION/MULCHING CONTRACTOR: TO BE DETERMINED BY BID
DATE SUBMITTED: APPROVED BY CITY OF FORT COLLINS ON:
I
lj
1
1
I
1
1
11
APPENDIX E
I
1
w
Storage Calculations
WQCV-
INT WSEL -
ULT WSEL -
Top of Bank -
Project: Ft. Collins Vehicle Maintenance Building
Job No.: 03-102.00
Date: 30-Jan-04
By: A. Kauffman
Storage is calculated with the following equation
V=1/3d(A+B+(A`B)')
When:: V = Volume between contours x and y (fe)
d = Depth between contours x and y (ft)
A = Surface area of contour x (ft)
B = Surface area of contour y (ft)
Storaqe Provided - Northern. Smaller Pond
Contour
Elevation
(ft)
Area
(sf)
Volume
(cf)
Cumulative
Volume
(cf)
Cumulative
Volume
acre-ft)
4977.06
0
4978
178
55.68
55.68
0.001
4979
760
434.91
490.59
0.011
4980
3382
1914.71
2405.30
0.055
4981
7013
5088.37
7493.67
0.172
4982
10170
8542.78
16036.451
0.368
4983
13719
11900.18
27936.63
0.641
4984
17922
15773.99
43710.62111.003
Eristino Stnrann - SHP Pnnd
Contour
Elevation
(ft)
Area
(sf)
Volume
(cf)
Cumulative
Volume
(cf)
Cumulative
Volume
(acre-ft)
Detention
Volume
(acre-ft)
4979.75
0
4980
824
69
69
0.002
0.000
4981
19163
7987
8056
0.185
0.000
4981.56
25424
12443
20499
0.471
0.000
4982
1 30344
12253
32752
0.7521
0.281
4983
34975
32632
65384
1.501
1.030
4984
39896
37409
102793
2.360
- 1.889
4984.2
31917
7166
109959
2.524
2.054
4985
Pr000sed Storaae - Site Pond
Contour
Elevation
(ft)
Area
(sf)
Volume
(cf)
Cumulative
Volume
(cf)
Cumulative
Volume
(acre-ft)
Detention
Volume
(acre-ft)
4979.75
0
4980
1211
101
101
0.002
0.000
4981
18898
8298
8399
0.193
0.000
4981.56
24854
12213
20612
0.473
0.000
4982
29534
11951
32562
0.748
0.274
4983
33521
315071
64069
1.471
0.998
4984
37317
35402
99471
2.284
1.810
4984.25
38324
9455
108926
2.501
2.027
4984.5
39331
9707
118633
2.723
2.250
4985
41345
20167
138800
3.186
2.713
4985.5
43359
21174
159974
3.672
3.199
I 1
Detention Pond
Emergency Overflow Spillway Sizing
Project: Ft. Collins Vehicle Maintenance Building
Job No.: 03-102.00
Date: 30-Jan-04
By: A. Kauffman
top of berm
Equation for flow over a broad crested weir _
' Q = CLH3 z w
where C = weir coefficient = 2.6 SPIN ®V®Nall®n
LH = overflow height ~
' L = length of the weir
The pond has a spill elevation equal to the maximum water surface elevation in the pond
Size the spillway assuming that the pond outlet is completely clogged.
Q (100) = 123.0 cfs (peak flow into pond from ModSwmm)
Spill elev =
85.00 ft
Min top of berm elev.=
85.50
Height of Spill (H) =
0.50
Weir length required:
L =
134 ft
Use L =
134 ft
v = 1.84 ft/s
Design Proceedure Form: Extended Detention Basin (EDB) - Sedimentation Facility
Project: Ft. Collins Vehicle Maintenance Building
Job No.: 03-102.00
Date: 30-Jan-04
By: A. Kauffman
1, Basin Storage Volume
A) Tributary Area's Imperviousness Ratio (i=la/l00)
i = 0.80
B) Contributing Watershed Area (AREA)
AREA = 13.1 acres
C) Water Quality Capture Volume
WQCV = 0.33 watershed inches
(WQCV=1.0'(0.91'13-1.19.12+ .78-i))
D) Design Volume:
VOLUME = 0.43
(Vol = WQCW12'Area'1.2)
2. Outlet Works
A) Outlet Type (Check one)
B) Depth at Outlet Above Lowest Perforations (H)
C) Required Maximum Outlet Area per Row, (Fy)
(Figure (EDB-3)
D) Perforation Dimensions (enter one only)
i) Circular Perforation Diameter OR
ii) 2" Height Rectangular Perforation Width
E) Number of Columns
(See Table 6a-1 for maximum)
F) Actual Design Quiet Area per Row (Aq,)
G) Number of Rows (Nr)
H) Total Outlet Area (A,,)
3. Trash Rack
A) Needed Open Area:
At=0.5* Figure 7 value)*Act
B) Type of Ouflet Opening (Check one)
C) For 2" or Smaller Round Opening (figure 6a)
it Width of Trash Rack and Concrete Opening
From Table 6a-1
if) Height of Trash Rack Screen (HTR)
HTR = H-2" for flange on lop support
iii) Type of Screen Based on Depth H
iv) Screen Opening Slot Dimension
v) Spacing of Support Rod (#156 VEE) (o.c.)
Ref: Table 6a-2
vi) Type and Size of Holding Frame
Ref: Table 6a-2
x Orifice Plate
Perforated Riser Pipe
Other:
H = 1.81 feet
A. = 0.96 inches
d =
518
inches OR
w =
inches
n. =
3
Av =
0.92
inches'
nr=
5
k, =
4.6
inches'
A, =
164
inches'
x
<2" Diameter Round
<2" High Rectangular
Other:
Wwnc =
9
inches
HTR=
20
inches
x
S.S. #93 VE Wire (US Filter)
Other:
x
0.139" (US Filter)
Other:
3/4
inches
3/8" x 1.0"
flat bar
LI
' D) For 2" high Rectangular Opening (figure 6b)
i) Width of rectangular opening (W)
W =
N/A
inches
it) Width of Perforated Plate Opening (Wmnc=W+12•)
Wes„.
N/A
inches
'
III) Width of Tmshmch Opening (Wopening)
=
Wopa„ ft -
N/A
Inches
Table 6b-1
iv) Height of Trash Rack Screen (HTR)
HTR =
N/A
inches
v) Type of Screen (based on Depth H)
N/A
KlempTM DPP Series Aluminum
'
N/A
Other:
A) Cross -bar Spacing (Based on Table 6b-1,
N/A
inches
t
KlempTM DPP Grating)
vli) Minimum Bearing Bar Size (KlempTM Series,
N/A
Other:
Table 61b-2) based on WQCV surcharge
1
1
1
I
1
1
4. Detention Basin Length to Width Ratio
5. Pre -Sedimentation Forebay Basin
A) Volume (5 to10% of the Design Volume in 1 D)
B) Surface Area
C) Connector Pipe Diameter
(size to drain this volume In 5 minutes under inlet control)
D) Paved/Hard Bottom and Sides
6. Two Stage Design
A) Top Stage (DWo=2' Minimum)
B) Bottom Stage (Des=DWo+1.5' min, DWo+3.0' max
Storage=5 % to 15 % of Total WQCV)
C) Micro Pool (Minimum Depth=the Larger of
0.5'Top Stage Depth or 2.5 feet)
D) Total Volume: Vioi=Storage from 5A+6A+68
Must be>Design Volume in 1D
7. Basin Side Slopes (Z, horizontal distance per unit vertical)
Minimum Z=4, Flatter preferred
8. Dam Embankment Side Slopes
(Z, horiz distance per unit vert.) Minimum Z=4, Flatter preferred
9. Vegetation (Check the method or describe "other")
2.0 (UW)
N/A acre-feet
N/A acres
N/A inches
N/A yes or no
DWo =
N/A
feet
Storage =
N/A
acre-feet
Des =
N/A
feet
Storage =
N/A
acre-feet
Surf. Area=
N/A
acres
Depth =
N/A
feet
Storage =
N/A
acre-feet
Surf. Area=
N/A
acres
Vw=
N/A
acre-feet
Z=
4
(horizontal/vertical)
Z=
4
(horizontallvertical)
x Native Grass
Irrigation Turf Grass
Other:
1
' Orifice Plate Perforation Sizing
' Circular Perforation Sizing
'I Chart may be applied to orifice plate or vertical pipe outlet.
1
1
1
Hole Dia
(in) •
Hole Dia
(in)
Min. So
(in)
Area per Row (sq in)
n=1
n=2
n=3
1 4
0.250
1
0.05
0.10
0.15
5/16
0.313
2
0.08
0.15
0.23
.3 8
a.375
2
0.11
0.22
0.33
7/16
0.438
2
0.15
0.30
0.45
1 2
0.500
2
0.20
0.39
0.59
9 6
0.563
3
0.25
0.50
0.75
5 8
0.625
1 3
0.31
0.61
0.92
11 16
0.688
3
0.37
0.74
1.11
3 4
0.750
3
0.44
0.88
1.33
13 16
0.813
3
0.52
1.04
1.56
7 8
0.875
3
0.60
1.20
1.80
15 16
0.936
3
0.69
1.38
2.07
1
1.000
4
0.79
1.57
2.36
1 1 16
1.063
4
0.89
1.77
2.66
1 1 8
1.125
4
0.99
1.99
2.98
1 3 16
1.188
4
1.11
2.22
3.32
1 i 4
1.250
4
1.23
245
3.68
1 5 16
1.313
4
1.35
271
4.06
1 3/8
1.375
4
1.48
2.97
4.45
1 7 16
1.438
4
1.62
3.25
4.87
1 1 2
1.500
4
1.77
153
5.30
1 9 16
1.563
4
1.92
3.83
5.75
1 5 8
1.625
4
2.07
4.15
6.22
1 11 16
1.688
4
2.24
4.47
6.71
1 3 4
1.750
4
2.41
4.81
1 7.22
1 13 /16
1.813
4
2.58
5.16
7.74
1 7 8
1.875
4
278
5.52
8.2a
1 15 16
1.938
4
2.95
5.90
8.84
2
2.000 1
4
3.14 1
6.28
9.42
n = Number of columns of perforations
Minimum steel
plate thickness
1/4 '
5/16 '
3/8 '
' • Designer may interpolate to the nearest 32nd Inch
to better match the required area, if desired.
' Rectangular Perforation Sizing
' Only one column of rectangular perforations allowed.
Rectangular Height = 2 inches
' Rectangular Width (inches) = Required Area per Row (sq in)
Urban Drainage and
Flood Control District
Drainage Criteria Manual (V.3)
FTe: Oe}nlle.drg
im
Rectangular
Hole Width
Min. Steel
Thickness
5"
1 4
6"
1 4
7"
5/32 "
8"
5/16 "
g"
11/32 "
10"
3/8 "
>10"
1/2 "
Figure 5
WQCV Outlet Orifice
Perforation Sizing
I
nl
FA
VA
1
D = Outlet Diameter or Minimum Dimension, in Inches
Urbon Drainage and
Flood Control District
Drainage Criteria Manual (V.3)
FPx DeWP&dwg
11
Figure 7
Minimum Trash Rack Open
Area — Extended Range
I
1
1
1
1
1
1
1
1
I
I
1
1
1
1
ModSwmm Input File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-Vehicle.in
2 1 1 2
3 4
WATERSHED
Fort Collins Vehicle Storage SWMM generation of hydrographs
100-YEAR Rainfall Event
1 150 0 0 5. 1 2. 1
24 5.
1.00 1.14 1.33 2-33 2.84 5.49 9.95 4.12 2.48 1.46
1.22 1.06 1.00 0.95 0.91 0.87 0.84 0.81 0.78 0.75
0.73 0.71 0.69 0.67
* There are five watersheds here
* The first is the area for the on -site detention pond
1 1 6 1690 9.7 70. .02 .016 .250 .1 .3 0.51 0.5 0.0018
+
* The second is for the inlet for the site to the north
1 2 7 1287 2.61 90..0094 .016 .250 .1 .3 0.51 0.5 0.0018
+
* The third is for the northern pond
1 3 7 1556 3.26 90. .01 .016 .250 .1 .3 0.51 0.5 0.0018
* The fourth is for future lot 2 swale and inlet
1 4 6 1869 8.15 50. .02 .016 .250 .1 .3 0.51 0.5 0.0018
+
* The fifth is for future lot 3 pond
1 5 8 107910.58 50. .02 .016 .250 .1 .3 0.51 0.5 0.0018
+
* ############################ END OF WATERSHED DATA #######################
+
0
5 1
1 2 3 4 5
* The following SWMM lines simulate a direct connection (no routing)
*
1 6 7 0 3
n
1 1
6
ENDPROGRAM
1 lan uur} U0,'004 Page l
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EPA SWMM Schematic — Interim Conditions
90W6
Weirflow
over drive
River
90007
108
308
207
90005 or' efor
Inlet C
306ontroPond on
l
/�I 107 (6 North Lot
106 1 Manhole
305
105 (2) IRYtin
301
101 (6)
Pond on Lot I with flows
from Lots I and 2
Numbers in parenthesis are the ModSv mm identification numbers.
The interim conditions SWMM (EXTRAN) model (input file FTC-INT-2.DAT) was
used to model the improvements proposed with this submittal. This model analyzes the
existing flow patterns with the water quality volume in the Pond on Lot 1 (101) with the
replacement of the existing pipes (301, 305, 306) between the Pond on Lot 1 (101) and
the Pond on the Lot to the north (107) as well as the outlet to the Cache La Poudre River.
' EXTRAN Input Filc
Fort Collins Vehicle Storage Building
' * NBLOCK JIN(1) JOUT(1)
JN: 03-102.00
FTC-INT-2.dat
SW
1 0 0
*
NITCH NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4)
'
MM
1 1 2 3 4
@
0 'save32.prn'
$NOQUOTE
$EXTRt1N
Al
'FORT COLLINS VEHICLE STORAGE - EXTRAN'
Al
'JAN-2004 TEC, FILE:FTC-INT-2.DAT'
*
ISOL KSUPER
'
BO
0 0
*
JELEV JDOWN
BB
0 0
*
B1
NTCYC DELT TZERO NSTART INTER JNTER REDO
43200 1.0 0.0 1 500 500 0
*
METRIC NEQUAL AMEN ITMAX SURTOL
B2
0 1 0 30 0.05
'
*
NHPRT NQPRT NPLT LPLT NJSW
B3
3 3 0 0 3
B4
101 105 107
'
B5 301 305 308
* CONDUIT DATA
* NCOND NJUNCI NJUNC2 Qo TYPE AFULL DEEP WIDE LEN
ZP1 ZP2 ROUGH STH
C1
301 101 105 0. 1 0.0 1.50 0.0 51.5
0.0 0.10 .0130 0.0
Cl
305 105 106 0. 1 0.0 1.50 0.0 95.5
0.0 0.10 .0130 0.0
'
Cl
306 106 107 0. 1 0.0 1.50 0.0 56.5
0.0 1.84 .0130 0.0
C1
308 207 108 0. 1 0.0 2.00 0.0 456.
0.0 0.00 .0130 0.0
*
JUNCTION NODES
'
*
JUN GRELEV Z QINST YO
D1
101 4985.5 4979.75 0.0 0.0
D1
105 4983.8 4979.4E 0.0 0.0
Dl
106 4985.0 4979.10 0.0 0.0
'
D1
107 4984.1 4977.06 0.0 0.0
D1
108 4978.6 4972.00 0.0 0.0
D1
207 4984.1 4977.06 0.0 0.0
*
JUNCTION DETENTION STORAGE DEFINITION
* JSTORE ZTOP ASTORE NUMST (AREA IN ACRES VS. DEPTH IN FEET)
*
MODSWMM (6) POND 101 - ON LOT 1 (WQ is modeled by
no storage below WQCV)
El
101 4985.3 -1.0 9
'
E2
.001 0.0 0.001 0.25 0.001 1.25 0.001
1.81 0.274 2.25
1.00 3.25 1.610 4.25 2.250 4.75 2.713
5.25 3.199 5.75
*
MODSWMM (3)POND 107 POND ON NORTH PROPERTY
E1
107 4984.1 -1.0 8
E2
.001 0.0 0.001 0.94 0.011 1.94 0.055
2.94 0.172 3.94
.368 4.94 0.641 5.94 1.003 6.94 1.12
7.08 1.23 7.83
'
*
El
MODSWMM (2)NODE 105 POND ON NORTH PROPERTY
105 4985.3 -1.0 4
E2
.001 0.0 0.001 3.00 0.005 4.67 0.069
5.67
*
ORIFICE IN POND 107 (for inlet control - no real orifice,
24" RCP)
*
FROM TO TYPE AREA COEFF ABOVE
'
*
JUNC JUNC (SQ FT) INV
Fl
107 207 1 3.14 0.65 0.00 0.0 0.0
*
WEIR FLOW FROM 105 (INLET) TO 107 (NORTHERN POND)
*
FROM TO TYPE HGT ABOVE LNG COEFF
*
JUNC JUNC INV TO CROWN
G1
105 107 1 2.56 2.92 25.0 2.64
'
* FREE OUTLET FROM THE RIVER AT JUNCTION 108
SPH
0.0
0.0
0.0
0.0
' January 30, 2004 Page I of 4
'
EXTRAN
Input File
Fort
Collins Vehicle Storage Building
'
I1
108 1
J1
1
*
NUMBER OF
HYDROGRAPHS
REQUIRED FOR INPUT
'
K1
3
*
HYDROGRAPHS
FROM MODSWMM
BASINS FROM FILE
*
TIME
6
2
3 (ModSwmm Basins)
K2
101
105
107
K3
0.000
0.0
0.0
0.0
K3
0.083
0.0
0.0
0.0
K3
0.167
1.7
0.4
0.5
'
K3
0,250
10.8
2.5
3.2
K3
0.333
19.7
4.4
5.5
K3
0.417
30.0
6.5
8.2
K3
0.500
56.7
11.6
14.4
K3
0.583
123.0
22.9
28.6
K3
0.667
110.0
16.8
21.0
K3
0.750
56.6
6.6
8.2
'
K3
0.833
39.8
4.9
6.1
K3
0.917
27.4
3.3
4.2
K3
1.000
22.0
2.9
3.6
'
K3
K3
1,013
1.167
18.6
16.6
2.6
2.4
3.2
3.1
K3
1.250
15.2
2.3
2.9
K3
1.333
14.1
2.2
2.8
K3
1.417
13.2
2.1
2.7
'
K3
1.500
12.4
2.0
2.6
K3
1.583
11.8
2.0
2.5
K3
1,667
11.1
1.9
2.4
'
K3
1.750
10.6
1.8
2.3
K3
1.833
10.2
1.8
2.2
K3
1.917
9.7
1.7
2.1
K3
2.000
9.3
1.7
2.1
'
K3
2.083
6.0
1.0
1.2
K3
2.167
2.7
0.3
0.4
K3
2.250
1.7
0.1
0.2
'
K3
2.333
1.2
0.1
0.1
K3
2.417
0.9
0.1
0.1
K3
2.500
0.7
0.0
0.0
K3
2.583
0.6
0.0
0.0
'
K3
2.667
0.4
0.0
0.0
K3
2.750
0.4
0.0
0.0
K3
2.833
0.3
0.0
0.0
'
K3
2.917
0.2
0.0
0.0
K3
3.000
0.2
0.0
0.0
K3
3.083
0.2
0.0
0.0
'
K3
K3
3,167
3.250
0.1
0.1
0.0
0.0
0.0
0.0
K3
3.333
0.1
0.0
0.0
K3
3.417
0.1
0.0
0.0
K3
3.500
0.1
0.0
0.0
'
K3
3.583
0.0
0.0
0.0
K3
3.667
0.0
0.0
0.0
K3
3,750
0.0
0.0
0.0
'
K3
3.833
0.0
0.0
0.0
K3
3.917
0.0
0.0
0.0
K3
4.000
0.0
0.0
0.0
'
K3
4.083
0.0
0.0
0.0
ETC-VEHICLE.OUT
JN: 03-IO2.00
FTC-INT-2.dat
' January 30, 2004
Page 2 of 4
I
IJ
[]
1
1
1
1
1
1
FXTRAN Input File
IN: 03-102.00
Fort Collins Vehicle Storage Building
FTC-INT-2.dat
K3 4.161 0.0
0.0
0.0
K3 4.250 0.0
0.0
0.0
K3 4.333 0.0
0.0
0.0
K3 4.417 0.0
0.0
0.0
K3 4.500 0.0
0.0
0.0
K3 4.583 0.0
0.0
0.0
K3 4.667 0.0
0.0
0.0
K3 4.750 0.0
0.0
0.0
K3 4.833 0.0
0.0
0.0
K3 4.917 0.0
0.0
0.0
K3 5.000 0.0
0.0
0.0
K3 5.083 0.0
0.0
0.0
K3 5.167 0.0
0.0
0.0
K3 5.250 0.0
0.0
0.0
K3 5.333 0.0
0.0
0.0
K3 5.417 0.0
0.0
0.0
K3 5.500 0.0
0.0
0.0
K3 5.583 0.0
0.0
0.0
K3 5.667 0.0
0.0
0.0
K3 5.750 0.0
0.0
0.0
K3 5.833 0.0
0.0
0.0
K3 5.917 0.0
0.0
0.0
K3 6.000 0.0
0.0
0.0
K3 6.083 0.0
0.0
0.0
K3 6.167 0.0
0.0
0.0
K3 6.250 0.0
0.0
0.0
K3 6.333 0.0
0.0
0.0
K3 6.417 0.0
0.0
0.0
K3 6.500 0.0
0.0
0.0
K3 6.583 0.0
0.0
0.0
K3 6.667 0.0
0.0
0.0
K3 6.750 0.0
0.0
0.0
K3 6.833 0.0
0.0
0.0
K3 6.917 0.0
0.0
0.0
K3 7.000 0.0
0.0
0.0
K3 7.083 0.0
0.0
0.0
K3 7.167 0.0
0.0
0.0
K3 7.250 0.0
0.0
0.0
K3 7.333 0.0
0.0
0.0
K3 7.417 0.0
0.0
0.0
K3 7.500 0.0
0.0
0.0
K3 7.583 0.0
0.0
0.0
K3 7.667 0.0
0.0
0.0
K3 7.750 0.0
0.0
0.0
K3 7.833 0.0
0.0
0.0
K3 7.917 0.0
0.0
0.0
K3 8.000 0.0
0.0
0.0
K3 8.083 0.0
0.0
0.0
K3 8.167 0.0
0.0
0.0
K3 8.250 0.0
0.0
0.0
K3 8.333 0.0
0.0
0.0
K3 6.417 0.0
0.0
0.0
K3 8.500 0.0
0.0
0.0
K3 8.583 0.0
0.0
0.0
K3 8.667 0.0
0.0
0.0
K3 8.750 0.0
0.0
0.0
K3 8.833 0.0
0.0
0.0
January 30, 2004
Page 3 of 4
I
1
1
1
1
1
EXTRAN Input File
JN: 03-102.00
Fort Collins Vehicle Storage Building
FTC-INT-2.dat
K3
8.917
0.0
0.0
0.0
K3
9.000
0.0
0.0
0.0
K3
9.083
0.0
0.0
0.0
K3
9.167
0.0
0.0
0.0
K3
9.250
0.0
0.0
0.0
K3
9.333
0.0
0.0
0.0
K3
9.417
0.0
0.0
0.0
K3
9.500
0.0
0.0
0.0
K3
9.583
0.0
0.0
0.0
K3
9.667
0.0
0.0
0.0
K3
9.750
0.0
0.0
0.0
K3
9.833
0.0
0.0
0.0
K3
9.917
0.0
0.0
0.0
K3
10.00
0.0
0.0
0.0
K3
10.08
0.0
0.0
0.0
K3
10.17
0.0
0.0
0.0
K3
10.25
0.0
0.0
0.0
K3
10.33
0.0
0.0
0.0
K3
10.42
0.0
0.0
0.0
K3
10.50
0.0
0.0
0.0
K3
10.58
0.0
0.0
0.0
K3
10.67
0.0
0.0
0.0
K3
10.75
0.0
0.0
0.0
K3
10.83
0.0
0.0
0.0
K3
10.92
0.0
0.0
0.0
K3
11.00
0.0
0.0
0.0
K3
11.08
0.0
0.0
0.0
K3
11.17
0.0
0.0
0.0
K3
11.25
0.0
0.0
0.0
K3
11.33
0.0
0.0
0.0
K3
11.42
0.0
0.0
0.0
K3
11.50
0.0
0.0
0.0
K3
11.58
0.0
0.0
0.0
K3
11.67
0.0
0.0
0.0
K3
11.75
0.0
0.0
0.0
K3
11.83
0.0
0.0
0.0
K3
11.92
0.0
0.0
0.0
K3
12.00
0.0
0.0
0.0
K3
12.08
0.0
0.0
0.0
K3
12.17
0.0
0.0
0.0
K3
12.25
0.0
0.0
0.0
K3
12.33
0.0
0.0
D.0
K3
12.42
0.0
0.0
0.0
K3
12.50
0.0
0.0
0.0
$ENDPROGRAM
1
January 30, 2004 Page 4 of 4
'
EXTRAN Output File
Fort Collins Vehicle Storage Building
U.S. a7virca ental protection Agency #
* StoIIm Water Managaient Model (SSM9)
Version 4.4GU
# 4
* CUVCSU Beta.
* Release Date - Movmdb 23, 1999
* Camp Dresser & S4rRee and Oregon State tkdv.
* Chuck Moore and Wayne Huber
* Compiled using Digital Visual Fortran 6.0
Hfi*4H4RHfHfH+H++Res#HH#HRWxlfiHfifffe4####
Developed by
xrx**x*##*RY}#**#*}#}xf*1f11##***4#f144***wHw**Y
* Metcalf & Eddy, Inc.
* University of Florida
'
* Water Resources Engineers, Inc.
* (Now Cmp, Dresser and MCFee, Inc.)
* September 1970
wxw+wxwwww**H**+}*#1*}1*+1*If+H+1+f+rflxlxxw+w*
'
Distributed and Maintained by
'
* U.S. Environmental Protection Agency
* Center for Emposvre Assessment Mxdaliny (CF9M)*
* Athens Environmental Research Laboratory +
* 960 College Station Road '
* Athens, (A 30605-2720
##Yff1fHIH*ww>HHxxYYxxxx#x}#HHf f H1f'rxH*x*
* This is a new release of Sm. If any
* problems ocar executing this nodal
* system contact Mr. Frank Stancil,
'
U.S. E}lvinomental Protection Agency.
* 706/355-8328 (voice) '
* e-mail: stancil@athens.ath.epa.gov }
* Cr mltact Wayne C. Huber at Oregon St. U.
* 541/737-6150 or wayne.huber@orst.edu
* Cr Michael F. Sdmidt at Camp Dresser &
* MJTee (904) 281-0170 SCHM1DI FL4=.00M
4H**Hw*Y#Y**}#Rt*}}HHI**I+i 111f1xwwwf #*+H+1+
iw#fixes*RYw*x**H**rw*x**H}H*xHx#}f}#fiHx#wHx
* This is an mple entatim of EPA S[MN 4.4m '
* "Nature is full of infinite causes which
have never oxvrred in experience" da Vinci
*Hf*}w>}Ha#11HxHaal4H+alf r+f+HWW+*+#++#saww
'##########################N################
am # File nes by SEM Block #
# JIN -> Input to a Block #
# JWP -> Ctput from a Block #
################################11##########
' JIN for Block # 1 me # 0 save,32.pm
JOUT for Block # 1 File # 0 save32.pm
1
1
###########################################
# scratch file names for this emulation. #
###################41###01100###4#0011#####
NSCRAT # 1 File # 1 SCRf1.UF
####+###}rwx##xrfxH#+rrrxr+H+###wW#+++#++#####+Yx
* Parameter Values on the Tapes Camn Block
JN: 03-102.00
ftc-int-2.out
' January 30, 2004 Page 1 of 34
'
EXTRAN Output File
JN: 03-102,00
Fort Collins Vehicle Storage Building
ftc-int-2.out
'
Nudx of Subcatrlments in the Runoff Block (tAV) ......
1000
Neer of Charnel/Pipes in the Runoff Block (NO)......
1000
Nurnbec of Connections to Runoff eiazuwls/inlets (NCP).
6
NLUber of Water Quality Constituents (M M)..........
20
'
Number of Raoff land Uses per Subratchrent (NUJ) .....
20
Nudher of GrouAketer Subratctnents in Ruoff (NGN) ...
100
Nuaber of Interface toraticns for all Blocks (NIE)....
1000
Number of Elerents in the Transport Bloch (NET) .......
Number of Storage Junction.; in Transport (NTSE).......
500
100
Number of Transport interface inert locations (MM)..
500
Number of Transport interface output locations (MM).
500
Number of Transport input locations on R lines (NTHR) .
80
Nuduer of Transport printed output locations WrOA)...
80
Number of Tabular Flow Splutters in Transport (NfSP)..
50
Number of Elements in the Dgtran Bloch (NEE)..........
4000
Number of Pucps in Dctran (NEP).......................
75
Mxber of Orifices in Extran IIM)....................
Number of Tide Cates/Free Outfalls in Extran =)....
200
200
'
Nuuher of Dctran vkirs (NEW) ..........................
400
Nuber of Fxtran Printout locations (NEO).............
150
Number of Title Ele ants in Fxtran (NM) ...............
50
Number of Natural Channels 01,U)......................
1200
'
Number of Storage Junctions in Extran (NYSE)..........
1000
Nudx of Tim? History Data Points in Eactran WVAL)..
500
Number of Data Points for Variable Storage Elerents
'
in the ECUM Block(NVSf)..........................
Number of Input Hydrographs in Dctran (NER)...........
25
500
Number of Allowable Charnel Connections to
Junctions in the Fxtran Block (NaN) ................
15
Number Pain Gages in Pain and Runoff (M M)..........
200
Nudger PRA E/VRATE Paints for Ektxan Rnp
'
Input(MUNk)......................................
10
Number of Variable Orifices in Extran (NVTRE) .........
50
Number of Variable Orifice Data Paints (NVO17Q•1).......
50
'
Number of Alla,;able Prerip. Values/yr in Pain (LDW). 5000
ftTber of Stc m Events for Pain Analysis (LSTOPM) .....20000
Number of Plugs for Plug -flow in 5/T (NFIDG)..........
3000
Numer Cancbnts for Extant Results to ASCII
FileMUM) .......................................
400
Mitry made to the EXIFSDB•.D TRANSPORT M IEL (1](1WAN)
'developed 1973 by Carp, Dresser and MJLe (CEM) math
* modifications 1977-1991 by the University of Florida.
+
+
' Mat recent rgdate: March 1999 by C7M, Oregon
State University, and XP Software, Inc.
'
WATER RESOURCES DIVISION
ENVIFQ44DYML P[i71'FLTIQI A(�Id,'Y wwaw p(•1FN® TWcN�FUif PIu73iPM
WASHIDGIIN, D.C. wwww
»»
CAt4P EF SSER b M= It-.
wow«
ADIALYSI5 M3 E w«+«
p .,,E. vnx, IA
FORT COLLINS VEHICLE SICRAGE - PJ(Tm
'
W-2004 TM, FIr :FTC-TNT-2.MT
'
Control in creation for simil.ation
Integration cycles ................. 43200
length of integration step is...... 1.00 seconds
Similation length .................. 12.00 hours
Create equivalent conduits based
'
an the CCURANr condition (n, local
' January 30, 2004 Page 2 of 34
1 EXTRAN Output File
Fort Collins Vehicle Storage Building
1
1
1
1
1
JN: 03-102.00
Rc-int-2.out
losses) ............................ 1
Use U.S. customary urnits for I/0... 0
Printing starts in cycle........... 1
Intermediate printout intervals of. 500 cycles
Intermediate printout intervals of. 8.33 minutes
Summary printout intervals of...... 500 cycles
:xnmacy printout time interval of.. 8.33 minutes
Hot start file parameter (MMO)... 0
Initial the (TZEW)............... 0.00 hours
This is time displacement free JTN interface file starting date/time Then
interface file is used.
This also describes starting has in Kd line hydrograph input when Ki
lines are used.
Initial date (default) ............. 198801M (yr/ono/day)
NUM: Initial date from JIN interface file win be used, if accessed,
unless IIATZ is negative.
Iteration variables: IUM......... 30
SORTOL........ 0.0500
Default surface area of junctions.... 12.57 square feet.
k MRAN VERSION 3.3 SOiI CN. (ISM - 0) .
Sum of junction flow is zero during surcharge.
NaR-AL FLOW OPIICN WrRN THE WATER
SURFACE SLOPE IS LESS 77MN THE
(AND Sty SLOPE (KSUPER=0)....
NJSW INPUT HYUFCG APq JUfMUNS.... 3
Printed output for the following 3 Junctions
101 105 107
Printed output for the follaning 3 Camuts
301 305 308
INTER-EDIATE HEAM LINES ARE PRINTED AS IN ORIGINAL PFCGP M
ICU ARE WRITTEN AS IN ORIGINAL PR02 M
CXDUIT LFP MiS IN Cl LINE MUST I•X,,M IRREaRAR SEIT1CN LENGTH ERTMED ON THE C3 ON Xl LINES (1WLEN - 0)
JE[EV = 0 (DEFAULT). STANDARD INPUTS ARE DE'PIHS NOT ELEVATIONS
JLCWN - 0 - Mmamm of nonmat or critical depth will be used at free outfalls (I1).
Characteristic depth for W and S2 water surface profiles will be carputed as in previous versions of ECNAN (iw = 0).
SEDLMNT DEP1ii, WILT, Nor BE READ FROM M LINES
Intermediate continuity output will not be created
a rs a v .•.• a • Ana
F= COLLINS VEHICLE STORAGE - EXTRAN
M4-2004 TEL, FT: :Fic-INN-2.QAT
x+++ E)CR2IIPD T.PANSI:= PFJDSM +xxx WATER PESOCA ES DIVISION
CAMP D F SSER 6 M= INC.
++++ ANALYSIS MD= •+++ A*4AN[ALE, VIRGINIA
January 30, 2004
Page 3 of 34
' EXTRAN Output rile JN: 03-102.00
Fort Collins Vehicle Storage Building
ftc-int-2.out
'
#}##f%1f%%%%#x}#*#+}###f**#fa#xx#####%#%***#*#
# Cencluit Data
'
INP Cacm LENK t 0aum AREA MANdIt4G WX WIDTH EEPM
JUNC CS
INVERT HEIG U TRAPEZOID
NEE NU43M (FT) CLASS (SQ FT) OGEE. (FP) (FT)
AT THE ENDS
ASO)E JUNLTILWS SIDE SLOPES
1 301 52. CIRCULAR 1.77 0.01300 1.50 1.50
101
105 0.00 0.10
2 305 96. CIRCULAR 1.77 0.01300 1.50 1.50
105
106 0.00 0.10
'
3 306 57. CIFEUM 1.77 0.01300 1.50 1.50
106
107 0.00 1.84
4 308 456. CIC'UTAR 3.14 0.01300 2.00 2.00
207
108
* Fkpavalent CondLnt Volume Analysis '
Input full depth vohme............ 1.7922E+03 cubic feet
New full depth volume .............. 1.7922E+03 cubic feet
New wlime / Old volme ratio...... 1.0000
'
1
ENVII'MMIM PROTECTION AGENCY f#w+ EXTENDED TFANSPOET PROSE 9
•***
WATER PESCUR= DIVISION
4A SHING.r N, D.C. a+*+
W*+W
CW DRESSER S M== INC.
ANALYSISt9>aII,E
#**'
PNPPNDWE VII4'INI.A
EUII' COLI,IDS VEHICLE S1CnPLE - FXIFAN
JPN-2004 TIE, FIIE:FIC-INf-2.LAT
1
1
* VWruon Data
INP JUNCTION GPC ND CROWN INVERT QD9.ST INITIAL COMNS TING
CQ4L31IT5
NUM NUMER ELEV. ELEV. EIE,V. US DEPTH (FT)
'
1 101 4985.50 4981.25 4979.75 0.00 0.00 301
2 105 9983.80 9961.08 9979.48 0.00 0.00 301
305
3 106 4985.00 4980.70 4979.10 0.00 0.00 305
306
4 101 1984,10 1980,40 4977.06 0,00 0.00 301
-> warn n all carEuts ccnnect n to affiction 107 lie ab a the Junction invert.
'
5 108 4978.60 4974.00 4972.00 0.00 0.00 308
6 207 4984.10 4979.06 4977.06 0.00 0.00 308
-> WA14UM ! ! ! THE INVERP OF CONDUIT 306 LIES ABOVE T}E CROWN OF ALL OCNDUITS AT JUNCTIIN 107
1
1
E14V73M4D7TAL P1mTR.TIIN PCZ'17CY +##x F]C1'B4DFD TEVN19R7II' PRZd+PN
FAfTQ1 AFSCURCES DlVISIIN
4ASSHIIMCN, D.C. ##W
WWM*
c7m DPEsm 6 mmE INC.
AEAHLYSIS 6DD[ILE
F�II' C(%.LINS VEHICLE STQUK£ - EXIFAI4
###
At�WNtY1T,E,. VlRGD4LA
JAN-2004 TFC, FIIE:EI0-INI-2.IAT
W STOPU ;E JUE1C 704 DATA S[M41R1f
'
Yf1f%%h+##M*W 111M###.Mffalf#fY«1#M«IW #WY#YW}x##
M(IMUM OR PEAK ON CROWN
STMA E JUNCTION JUNCTION (XISTPNI SURFACE MUTANT VOLUME MOZATION
NUMER IN NINE TYPE APEA (FT2) (CUBIC FEET) (FTI
'
101 VARTABIE 118178.28 189924.22 4985.300
107 VARIABLE 43690.68 76227.38 4984.100
MWLEG - ZCPCWN IS GP ATER THAN GFCUND ELEVATION. GROUND E.EVATIIN IS SET TO
ZCRLAN + 0.1
'
WA[WING - [447MM SU[Y IAXE FSEVATICN IS LESS THAN GHO ND ELEVATION. 9Utti7iARM
II,EVA CN IS SET E1M TO THE GRODND ELEVATION
January 30, 2004 Page 4 of 34
P
11
1
t
1
t
EXTRAN Output File
Fort Collins Vehicle Storage Building
105 VARTABM 3005.64
%#%YYYY#Y#*Y%##%%%##4}}#+w#rt%•#W}fY{**YMf14{
1 CRIME DATA W
1960.64 4985.300
ERN TO AREA
DISCHUM
HEIGHT ABM
JUNCTION JUNCTION TYPE (M)
CCE&'ncmv
JIAmON (FT)
107 207 1 3.14
0.650
0.000
_> n; 0Lrr LEINI• Cnm" PIPE IN9INEE1TION Em cRmcE $
1
OONDUIT NIPM R..........................
90005
PIPE DIAMM........................
2.00
PIPE LENM..........................
200.00
EANNINTGS RWC7ENESS...................
0.01269
DWEP' Ef.EVATIU4 AT UPS31TO4 aM.....
4977.0601
INVERT ELEVATION AT D=MREMI END...
4977.0503
• HEIR DATA
*«•xx+x**Y*x%W*+ww{#wk{a}Y*WWaY#ia*iewiM#iY
JN:03.102.00
ftc-int-2.out
ERN TO LRC CREST WEIR ET • SC AEC JE a+m • NUMBER OF 00 • • XXZE SECOND • •• W%!
MMON JUNCTION'9T TYPE i01! I •• 5 1 COM=IENT E2ATICK CONMACTIONS OR LL \ •' COEMCMu
105 10790006 1 2.56 2.92 25.OD 2.6400 I 0.0 10000 1 11
+}«f }}}«}#f }}}Y«4t«YMYYY MYRYY #YY#+#4}#*##Y*#
# EF4iE QITFALL �NTA (DATA GROUP II)
• BOUNDARY OUIDTTICN ON DAM GROUP Jl #
ilITEAEZ AT JUNCTION.... 108 HAS BOUNDARY COMMON N[84BEER... 1
04VIn31•)EI•EEAL PROTECTION AGENCY 1«T EXTEZ E9 TRANSPORT pEOGRANS #YM DATER RESOIRMS DIVISION
Kum4mr N, D.C. W«} YfM CAW DRESSER 6 MIff.E INC.
•*M MMYSIS MDULE as## AN.ANUNLE, VIRGINIA
FORT C=JM VEHICLE S ORAM - E TRAN
JAN-2004 TEC, ETLE:EIC-INf-2.DAT
*4***f**4*YY4*4fY}kY*Y*Y#*YR*h4#h*##**kk********Y*
* INTERNAL OUN•>EZ,17.V1TY mimpT'IOt
*#M1*«**1f f f Rf f f 4*4*iiiiiiiili*i M{*H###k*i**k1
CCNDUTT JUNCTION JUNCTION
90005 107 207
90006 105 107
90DO7 108 0
1
«f#1•#Tf4T*T4*}f*«*Y*x***«***** {**4*««**f **4*Yft
1 BOUNDARY OGNDTMN INFORK ON
• DATA GROUPS J1-J4
*****M*YFR44*Y*****4Y4f4TfiR4Yf4Y4T4f44fMY444T*4T**}}
BC NUMER.. 1 FPS NO CONTROL WATER SURFACE
TZ - 19B8001 0.000000011W0
#w#f#Y##M*#*YYYYY#*#Y##4MY#Y4Y#*fi###*##H#i###Y•
# ISM -INPUT (DAM CROUPS xi-Eo)
# #
January 30, 2004 Page 5 of 34
EXTRAN Output File
Fort Collins Vehicle Storage Building
' + Expert 3 junctim IIS on each K2 Line.
'
NJSW INPCIT IOZUICNS FROM K2 I=:
101 105 107
1 -
-
FNVIICPh1Q7fN, PFQ7PiT1TCN PGR CY +•«•
EXTUCED TFANSPCFC
PRGGR M +«+«
WASf=rM, D.C.
'
r*+»
MALYSIS MMULE *°**
FM CE JM VEHICLE S1CPAGE - EXTRAN
JAN-2004 TEL, FILE:F1C-INF-2.DAT
* nw= t47M CCNUTITCN
'
** INITIAL TIME = 0.00 Ham
JUEX,ITCN / CEPIH / ELEVATICN => «• JU1MCN IS SUFCR1M),
101/ 0.00 / 4979.75 105/ 0.00 /
4979.48 106/
0.00 / 4979.1C
'
107/ 0.00 / 4977.06 108/ 0.00 /
4972.00 207/
0.00 / 4977.0E
QUIT/ MOO => « OW= USES THE
WMAL FL(N oprim
301/ 0,00 305/ 0.00
306/ 0.00
308/
'
90005/ 0.00 90006/ 0.00
900CI7/ 0.00
cct=/ VELOCITY
301/ 0.00 305/ ().Do
306/ 0.00
308/
'
90005/ 0.00
C ==/ MOSS SELTICNAL AREA
'
301/ 0.00 305/ 0.00
90005/ 0.00
306/ 0.00
308/
C MUIT/ HYDFAULIC RADIUS
301/ 0.00 305/ 0.00
306/ 0.00
308/
'
90005/ 0.01
C V=/ UPSTHEMV CaWTREAM ELL•VATICN
1
i
I
M
1 IL
M•
0.00
301/ 4979.75/ 4979.58 305/ 4979.48/ 4979,20 306/ 4979.10/ 4978.90
308/ 4977.06/ 4972.00 90005/ 4977.06/ 4977.06
N#######N#############################0#
_> System inflows (data group K3) at 0.00 hours ( Junction / Ihflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
######################q#####It###########
_> System inflows (data group K31 at 0.08 haul ( Jmc-tie / Innow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
II########################N##########N#11#
II################q################If#####
_> System inflows (data gzc;V K3) at 0.17 hers ( junction / Inflw,cfs )
101/ 1.70E+00 105/ 4.00E-01 107/ 5.00E-01
#####N######################q####q######
CYCLE 500 TIME 0 HRS - 8.33 WN
JUNLTICN / tEP1H / ELEVATImN => "* JU=CN IS S .
101/ 0.43 / 4980.16 105/ 0.45 / 4979.93 106/ 0.40 / 4979.50
107/ 0.43 / 4977.49 108/ 0.01 / 4972,01 207/ 0.02 / 4977.08
00bMIT/ FILM -> "*" CCN= USES THE NaWL FILM CFrICN.
301/ 1.01 305/ 1.03 306/ 0.93 308/ 0.01
90005/ 0.26 90006/ 0.00 90007/ 0.01
N#################################N#####
a> System inflows (data group K3) at 0.25 haws ( Junction / Inflow,cfs )
JN: 03-102.00
ftc-int-2.out
MM REscu CES DIViSICN
aW DFMSFR & MME INC.
AN(`FiNDALE, VIRSINIA
January 30, 2004 Page 6 of 34
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
' 101/ 1.08E+01 105/ 2.50E+00 107/ 3.20E+00
#################################A######
' ######################################A#
_> Systm inflows (data group K3) at 0.33 hour I Junction / Inflow, cfs )
101/ 1.97E+01 105/ 4.40E+00 107/ 5.50E+00
'#####q#############q###############M##MM
CYCLE 1000 ME 0 MS - 16.67 MW
JE=CN / WILL / EJEWICN => ^*" JLA4L w is su .
' 101/ 2.04 / 4981.79 105/ 2.09 / 4981.57 106/ 1.61*/ 4980.71
107/ 2.16 / 4979.22 108/ 1.01 / 4973.01 207/ 1.01 / 4978.07
OCNWIT/ FILW ••••• (SNUIPf USES THE NUML E ZW CETICN.
301/ 6.84 305/ 9.92 306/ 9.91 308/ 12.14
90005/ 12.47 90006/ 0.DO 90007/ 12.14
############X###################M#######
_> System inflows (data group K3) at 0.42 hours ( .unction / Inflm,cfs )
101/ 3.00E+01 105/ 6.50E+00 107/ 8.20E+00
###############################N#q######
CYCLE 1500 ME 0 HRS - 25.00 KN
JONCCICN / LEM / ELEVATICN -> "* JDNCTICN IS SLRU4 GED.
101/ 2.58 / 4982.33 105/ 2.64 / 4982.12 106/ 1.83*/ 4980.93
107/ 2.86 / 4979.92 108/ 1.24 / 4973.24 207/ 1.24 / 4978.30
' IINIAIT/ FUN => "' CCN= USES THE NOMI L FIM CPrICN.
301/ 6.65 305/ 11.70 306/ 11.70 308/ 16.82
9DO05/ 17.18 90006/ 1.40 90007/ 16.82
##################0440###Aq##10########k
System inflows (data group P.3) at 0.50 hour 1 JL=tim / Inflow cfs )
1D1/ 5.67E+01 105/ 1.16E+01 107/ 1.44E+01
########################################
#######################################N
_> Systm inflows (data group 10) at 0.58 hours ( Juxtim / Inflo , cfs )
101/ 1.23E+02 105/ 2.29E+01 LOW 2.86E+01
################################It ###11##
' SUFMUtiE COEMCIEW OF WEIR 11016 - 0.32897 K-SEC AREA = 9.00000
07JIVALERr PIPE IMUTE = 200.00000 AT TIME (ta M) = 0.53
CYCLE 2000 TIME 0 Has - 33.33 MM
' JUNLTT(N / LEPM / ELEVATICN -> "°" Jacri 4 IS SUFCIAI(K4:9.
101/ 3.30 / 4983.05 105/ 3.15 / 4982.63 106/ 2.61*/ 4981.71
LOW 4.10 / 4981.16 108/ 1.77 / 4973.77 207/ 1.78 / 4978.84
' MOM/ FICA =U= USES THE NMM FJQ4 MICN.
301/ 9.58 305/ 10.34 306/ 10.34 308/ 25.29
90005/ 26.02 90006/ 18.23 90007/ 25.29
##############################AA########
_> Systm inflom (data group K3) at 0.67 haws ( Junction / Inflow,cfs )
' 101/ 1.1DE+02 105/ 1.68E+01 107/ 2.10E+01
#######################X################
###############N########################
System inflows (data group K3) at 0.75 haws ( Junction / Inflow,efs )
301/ 5.66E+01 105/ 6.60E+00 107/ 8.20E+00
#4It##4###########0#4####################
' CYCLE 2500 TIME 0 HRS - 41.67 MIN
JLRCnCN / LEPM / EIEVATICN -> "*" JINLTICN IS SITUVE` M.
101/ 4.14 / 4983.89 105/ 3.46 / 4982.94 106/ 3.3W 4982.48
' 107/ 5.15 / 4982.21 10B/ 1.80 / 4973.80 207/ 2.46+/ 4979.52
' January 30, 2004 Page 7 of 34
I
1
1
I
1
1
1
11
1
1
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
CCN=/ etas => "x" 03= USES THE N3A41L ETIN CMCN.
301/ 14.23 305/ 7.37 306/ 7.37 308/ 26.85
90005/ 26.85 90006/ 20.33 90007/ 26.85
########################################
_> System inflows (data group K3) at 0.83 hours ( Junction / Inflow, cfs 1
101/ 3.98E+01 105/ 4.90E+00 107/ 6.10E+00
########################################
################################It#######
_> System udacws (data group K3) at 0.92 hags ( Junction / Inflow,cfs )
101/ 2.74E+01 105/ 3.30E+00 107/ 4.20E+00
###############################II#4######
CYCLE 3000 ME 0 HRS - 50.00 KEN
JU MCN / EEP➢i / ELMrICN -> "*" ,70N=ICN IS SUkd73 0SED.
101/ 4.41 / 4984.16 105/ 3.34 / 4982.81 106/ 3.43-/ 4902.53
107/ 5.30 / 4982.36 106/ 1.81 / 4973.81 207/ 2.56*/ 4979.62
034fI71T/ FLCW => "" C=T USES 113E NCEML eta4 OPTICN.
301/ 16.96 305/ 5.78 306/ 5.78 308/ 27.10
90005/ 27.10 9D006/ 16.09 90007/ 27.10
########################################
_> System inflows (data grate 10) at 1.00 hours ( Junction / Inflow cfs )
101/ 2.20E+01 105/ 2.90E+00 107/ 3.60E+00
########################################
CYCLE 3500 TIME 0 HFIS - 58.33 lbw
J=ICN / CEM / ELEVATICN -> "', JONCTICN IS smxn ] U .
101/ 4.49 / 4984.23 105/ 3.27 / 4982.75 106/ 3.38•/ 4982.48
107/ 5.27 / 4982.33 108/ 1.81 / 4973.81 207/ 2.W/ 4979.60
C3E=/ EICN CCNDUIT USES THE NQSflL ETa4 CPTICN.
301/ 17.85 305/ 5.52 306/ 5.52 308/ 27.05
90005/ 27.05 90006/ 15.38 90007/ 27.05
################################It#######
�> System Udacws (data group K3) at 1.08 }ours ( Junction / Inflow, cfs )
101/ 1.86E+01 105/ 2.60E+00 107/ 3.20E+00
########################################
########################################
_> System infLows (data group K3) at 1.17 hours ( Junction / Inflow,cfs )
101/ 1.66E+01 105/ 2.40E+00 107/ 3.10E+00
########################################
CYCLE 4000 TIME 1 MS - 6.67 t4IN
JCNMCN / CEPTH / EIEVATICN -> "*" JLWrrCN IS SUEG:T# ag).
101/ 4.50 / 4984.25 305/ 3.20 / 4982.68 106/ 3.31-/ 4982.41
107/ 5.20 / 4982.26 108/ 1.80 / 4973.80 207/ 2.49`/ 4979.55
ME=/ FLOW => "'" CW ➢IT USES THE N3M%L ETL41 OPTI34.
301/ 18.34 305/ 5.51 3D6/ 5.51 308/ 26.94
90005/ 26.94 90006/ 15.37 90007/ 26.94
########################################
_> Systen inflows (data group K3) at 1.25 hours ( JucUm / Infl.ow,cfs )
101/ 1.52E+01 105/ 2.30E+00 107/ 2.90E+00
#######################A################
CYCLE 4500 TIME 1 Has - 15.00 KN
,7=CN / DEPM / ELEVATION -> "*" JNCTICN IS SLTCFP GM.
101/ 4.49 / 4984.24 305/ 3.12 / 4982,60 106/ 3.24"/ 4982.34
307/ 5.12 / 4982.18 308/ 1.80 / 4973.80 207/ 2.44-/ 4979.50
January 30, 2004 Page 8 of 34
EXTRAN Output File IN: 03.102.00
Fort Collins Vehicle Storage Building Floint-2.out
(SlIIJlAT/ FSLY1 -> "*" CaUW USES THE MMI, EIA7 OPfIQJ.
301/ 18.70 305/ 5.54 306/ 5.54 308/ 26.82
' 90005/ 26.82 90006/ 15.46 90007/ 26.82
########################################
_> System inflows (data group K3) at 1.33 hours ( Junction / Inflow,cfs )
101/ 1.41E+01 105/ 2.20E+00 107/ 2.80E+00
####################M###################
##############X#########################
_> System inflows (data group 10) at 1.42 hours ( Junctim / Inflow, cfs )
' 101/ 1.32E+01 105/ 2.10E+00 107/ 2.70E+00
##################################MN####
CYCLE 5000 T.4E 1 HIM - 23.33 MM
JM=ICN / LEP1H / EIEVATIM -> "* JUNCTION IS SUN#: WGED.
101/ 4.46 / 4984.21 105/ 3.05 / 4982.53 106/ 3.16*/ 4982.26
107/ 5.04 / 4982.10 308/ 1.80 / 4973.80 207/ 2.38*/ 4979.44
' oil=/ FLCN => "+•• C UILT USES THE NCRRL ELCW OPlICN.
301/ 18.98 305/ 5.58 306/ 5.58 308/ 26.69
90005/ 26.69 90006/ 15.55 90007/ 26.69
########################################
' _> Systen inflows (data group K3) at 1.50 hours f Junction / Inflow,cfs )
101/ 1.24E+01 105/ 2.00E+00 107/ 2.60E+00
#########################N######If # # # # #
###################################N####
System inflows (data group K3) at 1.58 hours ( Junction / Inflow,cfs )
101/ 1.18E+01 105/ 2.00E+00 107/ 2.50C+00
NNX#######H#############################
' CYCLE 5500 ME 1 HRS - 31.67 MIN
JONCfICN / DEPTH / ELEVATION -> "*" JUNCTION IS SO CHARGED.
101/ 4.42 / 4984.17 105/ 2.96 / 4982.46 106/ 3. W 4982.18
' 107/ 4.96 / 4962.02 108/ 1.79 / 4973.79 207/ 2.33*/ 4979.39
C334=/ FIOK => "*" OINDUIT USES TIE NO RRL E1.R4 OPTICN.
301/ 19.14 305/ 5.69 306/ 5.69 308/ 26.56
' 90005/ 26.56 90006/ 15.96 90007/ 26.56
#################%###%##################
_> Systan inflows (data group Ki) at 1.67 hours ( Jm=tim / 17uflow, cfs )
101/ 1.13E+01 105/ 1.90E+00 LOW 2.40E+00
CYCLE 6000 TIME 1 ERS - 40.00 MIN
t JID3.TICN / DEPTH / ELEVATION => "*" JUNCTION IS 3URCHU £a.
101/ 4.38 / 4984.13 105/ 2.95 / 4982.43 106/ 3.01*/ 4982.11
107/ 4.86 / 4981.92 108/ 1.79 / 4973.79 2(7/ 2.26*/ 4979.32
MOM/ FLEW -> "*" aXUIT USES THE NLYARL E7f14 CFPICN.
' 301/ 19.07 305/ 6.07 306/ 6.07 308/ 26.41
90005/ 26.41 90006/ 14.90 90007/ 26.41
##################################N#####
g> System inflows (data group Ki) at 1.75 hours ( Junction / Inflow,cfs )
' 301/ 1.06E+01 105/ 1.80E+00 107/ 2.30E+00
########################################
#%##################### III ################
_> System inflows (data group K3) at 1.83 hours ( JL=tim / Inflow,cfs )
' 101/ 1.02E+01 105/ 1.80E+00 107/ 2.20E+00
##########4If###############p#########N##
CYCLE 6500 TIME 1 FIRS - 48.33 MIN
January 30, 2004 Page 9 of 34
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
' JUN CN / IEP18 / ELEVATIM => "x" JUNCPIe4 IS SURC!WSED.
101/ 4.33 / 4984.08 105/ 2.92 / 49B2.40 106/ 2.93'/ 4982.03
' 107/ 4.76 / 4981.82 108/ 1.79 / 4973.79 207/ 2.1W 4979.25
C441SEIT/ FLOW => "*" CCNO= USES 1}E NCa"#L FUN @fIQI.
301/ 18.97 305/ 6.50 306/ 6.49 308/ 26.24
90005/ 26.24 90006/ 14.27 90007/ 26.24
'########################################
_> System inflows (data group K3) at 1.92 hours ( ,unction / Inflow,cfs )
101/ 9.70E+00 105/ 1.70E+00 107/ 2.10E+00
##################################11#####
####il#################A################4
_> System inflows (data group K3) at 2.00 hours ( Junction / Inflow, cfs )
101/ 9.30E+00 105/ 1.70E+00 107/ 2.10E+00
'###################################Ik####
CYCLE 7000 TIME 1 HRS - 56.67 MN
' J=CN / EEPIH / ELENMCN -> "+ JONCTICN Is SL7C]94C .
101/ 4.27 / 4984.02 105/ 2.91 / 4982.39 106/ 2.85-/ 4981.95
107/ 4.64 / 4981.70 108/ 1.78 / 4973.78 207/ 2.11'/ 4979.17
CU=T/ FILW => "'" CUM= USES THE NOFML FICW CM(N.
' 301/ 18.74 305/ 7.05 306/ 7.05 308/ 26.04
90005/ 26.04 90006/ 13.39 90007/ 26.04
########################################
_> System infLOws (data group K3) at 2.08 hours ( Junction / Inflow, cfs 1
' 101/ 6.00E+00 105/ 1.00E+00 107/ 1.20E+00
########################################
######################################4#
_> System inflows (data group K31 at 2,17 hays I Junctim / Inflow, cfs )
301/ 2.70E+00 105/ 3.00E-01 107/ 4.00E-01
########################################
' CYCLE 7500 TIME 2 HRS - 5.00 nN
J=ICN / EE'PIH / ELEVATION -> "*" JLMMCN IS SLYCRUM.
101/ 4.21 / 4983.96 105/ 2.88 / 4982.36 106/ 2.75"/ 4981.85
' 107/ 4.48 / 4981.54 108/ 1.78 / 4973.78 207/ 2.01'/ 4979.07
CCNWIT/ EILW => "*" CYNOt7IT USES THE NCRAL FICA OPTIQ4.
301/ 18.52 305/ 7.68 306/ 7.68 308/ 25.60
90005/ 25.77 90006/ 11,83 90007/ 25.80
########################################
_> System inflows (data grate K3) at 2.25 haws ( Junction / Inflow,cfs )
101/ 1.70E+00 105/ 1.00E-01 107/ 2.00E-01
'########################################
CYCLE 8000 TIME 2 HRS - 13.33 MEN
JUNMCN / CEPIH / EIEVATION => "' • TL,=Cv I3 SO%3U4S4D.
' 101/ 4.11 / 4983.86 105/ 2.84 / 4982.32 106/ 2.55'/ 4981.65
107/ 4.20 / 4981.26 IOB/ 1.78 / 4973.78 207/ 1.91 / 4978.97
074[IIIT/ FLOW a> """ CaM= USES THE NaWL FICA WrICN.
301/ 18,11 305/ 1,74 306/ 8.74 308/ 25.64
90005/ 2556 90006/ 9.61 90007/ 25.64
#####################################N##
_> System inflows (data group K3) at 2.33 hours ( JuncGim / Inf1m, cfs )
' 101/ 1.20E+00 105/ 1.00E-01 107/ I.00E-01
########################################
##################################N#####
_> System Jnflows (data group M) at 2.42 hairs ( Junctim / Inflw, cfs )
1
January 30, 2004 Page 10 of 34
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
101/ 9.00E-01 105/ 1.00E-01 107/ 1.00E-01
###########0############################
' CYCLE 15011 TIME 2 Has - 21,17 MIN
JUtrrICN / DEPIH / E[EVATICN => """ JUNCTION IS SURCHU1,,GD.
101/ 4.00 / 4983.75 105/ 2.80 / 4982.28 106/ 2.27«/ 4981.37
107/ 3.77 / 4980.83 108/ 1.75 / 4973.75 207/ 1.75 / 4978.82
' CCNLNIT/ FIfJ4 => ••'" C@II%JLT USES THE N3T'AL FILM CPII(N.
301/ 17.75 305/ 10.21 306/ 10.21 308/ 25.06*
90005/ 24.17 90006/ 7.65 90007/ 25.06
'######################################4#
_> System inflows (data gip I3) at 2.50 hours 1 Junction / Inflow cfs )
101/ 7.00E-01 105/ 0.00E+00 107/ 0.00E+00
############################N###########
' CYCLE 9000 TIME 2 HRS - 30.00 MIN
JONLTICN / EEPlll / ELEVATION -> "«" JR CIIOI IS SU .
' 101/ 3.57 / 4983.62 105/ 2.75 / 4982.23 106/ 1.97«/ 4981.07
107/ 3.32 / 4980.38 108/ 1.47 / 4973.47 207/ 1.48 / 4978.54
ON WIT/ FILM => "+" CCND= USES THE N OMAL FUN rPIICN.
301/ 17.26 305/ 11.58 306/ 11.58 308/ 21.21
' 90005/ 21.00 90006/ 5.70 90007/ 21.21
####################################X###
_> Systm infla (data group K3) at 2.58 hours ( Junction / Inflow, cfs )
' 101/ 6.00E-01 105/ 0.00E+00 107/ 0.00E+00
############################X####X######
####################################0###
_> Systm inflow (data group K3) at 2.67 h=5 1 Junction / Inflw,cfs I
' 101/ 4.00E-01 105/ 0.00E+00 107/ 0.00E+00
NN######N#X###############$p######Nq####
' CYCLE 9500 TIME 2 HRS - 38.33 MIN
JUNCnCN / IEPTH / E[EVPTIC14 -> JLRMCN IS SMK NARia.
101/ 3.74 / 4983.50 105/ 2.73 / 4982.21 106/ 1.86«/ 4980.96
107/ 2.96 / 4980.02 108/ 1.32 / 4973.32 207/ 1.32 / 4978.39
' CWWIT/ EILi4 CON= USES THE N[XML FILM CPITCN.
301/ 16.60 305/ 11.99 306/ 11.99 30S/ 18.37
90005/ 18.22 90006/ 4.62 90007/ 18.37
####X#############N#####################
_> System inflows (data croup IQ) at 2.75 hours ( Jnctim / Inflw,cfs )
101/ 4.00E-01 105/ 0.00E+10 107/ 0.00E+00
'########################################
############################0###########
_> System inflows (data grog HI) at 2.83 hours ( Junction / Inflw,cfs )
101/ 3.00E-01 105/ 0.00E+00 107/ 0.00E+00
' q#M####################X################
CYCLE 10000 TIME 2 HRS - 46.67 MIN
' JUNCTION / IEP1H / ELEVATION -> "« JUNCTION IS SURCHARGED,
101/ 3.61 / 4983.36 105/ 2.71 / 4902.19 106/ 1.861/ 4980.96
107/ 2.73 / 4979.79 108/ 1.23 / 4973.23 207/ 1.23 / 4978.29
oa=/ FILM CUMIT USES THE NMAL F1LN CPIICN.
' 301/ 15.83 305/ 11.94 306/ 11.94 308/ 16.66
90005/ 16.54 90006/ 3.89 90007/ 16.66
##########N######################N######
_> SystEm inflows (data group K3) at 2.92 tours ( Junction / Inflw,cfs 1
r
' January 11, 1014 Page I I of 34
1 EX7RAN Output File JN n1-102.00
Fort Collins Vehicle Storage Building ic-int-2.out
' 101/ 2.00E-01 105/ 0.00E+00 107/ 0.00E+00
##################A#####################
' CYCLE 10500 TIME 2 HRS - 55.00 MM
JUN(.TI01 / ➢EPTH / ELEVATIQI *" JMMCN IS SUR?QTM.
101/ 3.47 / 4983.22 105/ 2.69 / 4982.17 106/ 1.85*/ 49B0.95
107/ 2.58 / 4979.64 108/ 1.18 / 4973.18 207/ 1.18 / 4978.24
CQ4=/ Ffl34 -> "+" O3V M USES TEE Na;tM FUN OPITCN.
301/ 15.00 305/ 11.88 306/ 11.88 308/ 15.59
90005/ 15.49 90006/ 3.12 90007/ 15.59
########################################
_> System inflows (data group E3) at 3.00 harrs ( Junction / Inflow,cfs I
101/ 2.00E-01 105/ 0.00E+00 107/ 0.00E+00
###A###############A###############Alf It
###################A#########A##########
_> System inflows (data group K3) at 3.08 hocum ( Jimctim / Inflow,cfs )
101/ 2.00E-01 105/ 0.00E+00 107/ 0.00E+00
'########################################
CYCLE 11000 'TIME 3 H8S - 3.33 141N
' JUNCTICN / 1EPl11 / ELVOTIQ4 => "* JUNCIICN IS S0101'1 tb.
101/ 3.32 / 4983.07 105/ 2.67 / 4982.15 106/ 1.84*/ 4980.94
107/ 2.44 / 4979.50 108/ 1.13 / 4973.13 207/ 1.13 / 4978.19
(I2fI1TT/ FICA => ""' CMDUIT USES THE NORML FUN OPfICN.
301/ 14.10 305/ 11.81 306/ 11.82 308/ 14.61
90005/ 14.54 90006/ 2.29 90007/ 14.61
########################################
_> System inflows (data group Ki) at 3.17 haws ( ,unction / Inflow,cfs )
' 101/ 1.00E-01 105/ 0.00E+00 107/ 0.00E+00
##########A#######A#####################
001####################0###0##A######0 if#
_> System inflows (data group Ki) at 3.25 hags ( Juwtim / Inflow,cfs )
' 101/ 1.00E-01 105/ 0.00E+00 107/ 0.00E+00
########################################
' CYCLE 115011 TIME 3 HBS - 11,67 KIN
JUNMCN / DWM / ELEVATION => "."' JUNC:1 GN IS SUrcFj" fD.
101/ 3.17 / 4982.92 105/ 2.64 / 4982.12 106/ 1.83*/ 4980.93
107/ 2,29 / 4979,31 108/ 1,01 / 4973.08 207/ 1,01 / 1171,14
02=/ FLOW => "'"" CQ4QIST USES THE I UMI, FLCL4 C1PMCN.
301/ 13.11 305/ 11.72 306/ 13..72 308/ 13.59
90005/ 13.53 90006/ 1.40 90007/ 13.59
#######III ##########It#####################
�> System inflows (data group K8) at 3.33 hours ( Tmcdcn / Inflow,cfs )
101/ 1.00E-01 105/ 0.00E+00 107/ 0.00E+00
#######################lf##########40####
'############################3f###########
_> System inflows (data group K3) at 3.42 haws ( Junction / Inflow,cfs )
101/ 1.00E-01 105/ 0.00E+00 107/ 0.00E+00
'########################################
CYCLE 12000 TIME 3 WS - 20.00 KW
JUNCl'ICN / DEPIH / ELEVATION => "' Jut"M( 4 IS SUEi�.
101/ 3.00 / 4982.75 105/ ,2.60 / 4982.08 106/ 1.81*/ 4980.91
107/ 2.12 / 4979.18 108/ 1.03 / 4973.03 207/ 1.03 / 4978.09
IXI400IT/ FI-M => "*" CCNMT USES THE NOLM FI A7 OPTICN.
' 301/ 12.06 305/ 11.60 306/ 11.60 308/ 32.48
January 30, 2004 Page 12 of 34
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
' 90005/ 12.41 90006/ 0.47 90007/ 12.48
#N######################################
_> System inflows (data group K3) at 3.50 tours ( Junction / Inflow,cfs )
' 101/ 1.00E-01 105/ 0.00EE00 107/ 0.00E+00
#############N#############00###########
CYCLE 12500 TINE 3 AtS - 28.33 MIN
JO MIM / IEPTH / E[E=CN -> "*" JLDMCN IS SUMIAZ ED.
101/ 2.83 / 4992.58 105/ 2.50 / 4981.98 106/ 1.78*/ 4980.88
107/ 1.98 / 4979.04 108/ 0.98 / 4972.98 207/ 0.98 / 4978.04
' CM=/ ELM => CQ4LLIIT USES THE NOR -AL ELCW OPTICN.
301/ 11.30 305/ 11.32 306/ 11.32 308/ 11.43
9OD05/ 11.38 90006/ 0.00 90007/ 11.43
######N#####X###########################
_> System inflows (data group K3) at 3.58 hours ( Junction / Inflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#####################X##################
#####################p######N###########
System inflows (data group K3) at 3.67 hours ( Junction / InfLw,cfs )
101/ 0.00E+00 105/ 0.00E+00 1D7/ 0.00E+0O
'##X##N#######################X######X###
CYCLE 13000 TIME 3 FRiS - 36.67 MIN
JU=CN / OEPIH / ELtVATICN => "*" JUNCITCN IS SMaga 9.
' 101/ 2.63 / 4982.38 105/ 2.35 / 4981.83 106/ 1.72*/ 4980.82
107/ 1.94 / 4979.00 108/ 0.95 / 4972.95 207/ 0.95 / 4978.01
Oulu T/ FUN -> "*" CaCUrT USES THE NORikL EU.N OPPICN.
' 301/ 10.82 3051 10.84 306/ 10,14 308/ 10,97
90005/ 10.90 90006/ 0.00 90007/ 10.97
#####################################It##
_> System inflows (data group K3) at 3.75 hours ( ,unction / Inflow,cfs )
' 101/ 0.00E+00 105/ 0.00E4o0 107/ O.00E*00
#####################################9##
CYCLE 13500 TIME 3 HES - 45.00 MIN
' JUNCTICN / IEM / ELEVATION -> "*" JUNCrTCN IS SURD RGED.
101/ 2.36 / 4982.11 105/ 2.15 / 4981.63 106/ 1.64*/ 4980.74
107/ 1.88 / 4978.94 108/ 0.92 / 4972.92 207/ 0.92 / 4977.98
C3=/ EIM => "*" (INLOIT USES THE NUML EIM CPrIQ4.
301/ 10.14 305/ 10.17 306/ 10.17 308/ 10.31
90005/ 10.26 90006/ 0.00 90007/ 10.31
########################################
System inflows (data group K3) at 3.83 hairs ( Junction / Inflw,cfs )
101/ 0.00E+0O 105/ 0.00E+00 107/ 0.00E+00
########################################
########################################
' _> System inflows (data group K3) at 3.92 hours ( Junction / Inflow,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#####################X##################
CYCLE 14000 TTME 3 HR2S - 53.33 MIN
JUNCTION / IEPni / ELEMICN => •" JLI=CN IS SUIY? UED.
101/ 0.37 / 4980.12 105/ 0.57 / 4980.05 106/ 0.68 / 4979.78
' 107/ 1.39 / 4978.45 108/ 0.77 / 4972.77 207/ 0.79 / 4977.85
CQw=/ FIM -> "*" CUOUIT USES THE NMIAL EIQ4 CPIICK.
301/ 0.58 305/ 1.46 306/ 2.23 308/ 7.50
' 90005/ 5.82 90006/ 0.00 90007/ 7.50
January 30, 2004 Page 13 of 34
EXTRAN Output File 1N: 03.102.00
Fort Collins Vehicle Storage Building ftc-int-2.0ut
'########################################
_> System inflows (data gip 10) at 4.00 hours ( Jwc-ion / 7nflow,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
#####################M##################
g> System inflows (data group K3) at 4.08 hours ( Junction / Inflow,cfs 1
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
###################M#If If It #####M#######
CYCLE 14500 ME 4 HRS - 1.67 KM
' JUNMCN / EI / EL&rMC4 -> I'll, JUNCTION IS SUAL1VfiS. D.
101/ 0.03 / 4979.78 105/ 0.07 / 4979.55 106/ 0.07 / 4979.17
107/ 0.22 / 4977.28 108/ 0.11 / 4972.11 207/ 0.12 / 4977.18
' OCNMT/ RJJA => ••• CCN= USES THE NOMAL FLOW CMCN.
301/ 0.00 305/ 0.01 306/ 0.01 308/ 0.16
90005/ 0.08 90006/ 0.00 90007/ 0.16
##############################M#########
1 => System inflows (data group K3) at 4.17 hours ( Junction / Inflow,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
' CYCLE 15000 TIME 4 HRS - 10.00 KN
JL14MCN / D= / F7EVATM4 => ":" JUNCTION IS-uFCjva,'ID.
101/ 0.02 / 4979.77 105/ 0.04 / 4979.52 106/ 0.04 / 4979.14
' 107/ 0.13 / 4977.19 108/ 0.04 / 4972.04 207/ '0.06 / 4977.12
CaU1IT/ FTLN => "" Ca=T USES THE NMSAL FTCW CPTICN.
301/ 0.00 305/ 0.00 306/ 0.01 308/ 0.03
' 90005/ 0.02 901111 0,00 90007/ 0,11
##################II#####################
_> System inflows (data group K3) at 4.25 hours ( Junction / Infl.ow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+90
'############################M###########
###################################II###If
_> System inflows (data group 13) at 4.33 hogs ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
###############M#######M################
CYCLE 15500 TIME 4 HRS - 18.33 t4IDt
JUNMCN / CM17H / ELEVATION -> JUNCTICN Is SU2:Fvw1 E1).
101/ 0.01 / 4979.76 105/ 0.03 / 4979.51 106/ 0.03 / 4979.13
107/ 0.09 / 4977.15 108/ 0.02 / 4972.02 207/ 0.04 / 4977.10
' O'NOUST/ FLCW -> "" OONDUIT USES THE NCRIAL FLOW CPf1Q4.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.02
90005/ 0.01 90006/ 0.00 90007/ 0.02
########################################
_> System inflows (data grate K3) at 4.42 hours ( junction / Inflow,cfs I
' 101/ 0.00E+00 105/ 0.00E+0O 107/ 0.00E+00
########################################
##################################MM####
_> System inflows (data group K3) at 4.50 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
CYCLE 16000 TIDE 4 HRS - 26.67 bII14
JUNCTICN / LEPM / ELEVATICN -> "'" JUWnCN IS S[A+4RtAS M.
101/ 0.01 / 4979.76 105/ 0.02 / 4979.50 106/ 0.02 / 4979.12
' 107/ 0.07 / 4977.13 108/ 0.01 / 4972.01 207/ 0.03 / 4977.09
January 30, 2004 Page 14 of 34
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building fle-int-2.out
' Ca=/ FIFA! _> "' Ca= USES THE NMAL FLOW CMCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.01
' 90005/ 0.01 9DD06/ 0.00 90007/ 0.01
###################################RAM##
_> Systm inflows (data group K3) at 4.58 hours f Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
'###############A###################q####
#####M####kA4#################M####qXM##
_> Systa inflows (data group K3) at 4.67 hours ( Junction / Inflow, cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#M########k##########k#######A######XM##
CYCLE. 16500 TIME 4 ITS - 35.00 PnN
JUACTICN / DEPPH / ELEVATICN => "t JUtUrICN IS SURIMPIED.
101/ 0.01 / 4979.76 105/ 0.01 / 4979.50 106/ 0.02 / 4979.12
LOW 0.06 / 4977.12 108/ 0.01 / 4972.01 207/ 0.03 / 4977.09
' C Uzur/ F104 -> "•" OaZX= F= THE NUZV . PICA CPPIQ4.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.01
90005/ 0.00 90006/ 0.00 90007/ 0.01
########q#########4#####################
_> Systm inflows (data group K3) at 4.75 hours ( Junction / Inflow, cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
######R#####################R###########
' CYCLE 17000 TIME 4 HRS - 43.33 PIIN
JUTJ=CN / OEP1H / ELEJATICN => JUNCTIQ4 IS SO�.
101/ 0.00 / 4979.75 105/ 0.01 / 4979.49 106/ 0.01 / 4979.11
' LOW 0.05 / 4971,11 1011 0.01 / 1972.01 207/ 0.02 / 4977,011
CCNCSRT/ FLOA CCN= USES TfE NM AL FLO4 OPTICN.
301/ 0.00 305/ 0.00 306/ 0.00 306/ 0.01
90005/ 0.00 90006/ 0.00 90007/ 0.01
'####################################X###
i> Systm inflows (data group K3) at 4.83 hors ( ,unction / Inflow cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ O.00E�00
##########A#######k############II###Mk##k
###################################XA###
_) SystM inflOwS (data grad K3) at 4.92 hours ( Junction / Inflow cfs )
101/ O. ODE+00 105/ 0.00E+00 107/ 0.00E+00
'####A#################################q#
CYCLE 17500 TIME 4 WS - 51.67 DUN
JLAIMM / fEPTH / ELElIMM -> "' JONMM IS SUPCHARGD.
101/ 0.00 / 4979.75 105/ 0.01 / 4979.49 106/ 0.01 / 4979.11
107/ 0.04 / 4977.10 108/ 0.00 / 4972.00 207/ 0.02 / 4977.08
CWDUIT/ FLOW -> "*" CCN= USES T!E NJR441, FIL14 CPPI(N.
' 301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 90007/ 0.00
##############A#########################
_> System inflows (data group K3) at 5.00 hours ( Junctim / Inflow,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
############################040#####A4m#
CYCLE 18000 TIME 5 HRS - 0.00 MIN
JUNCPICN / DEPIH / ELEJATICN => "' JLg4CfICN IS SUR01AFE;D.
101/ 0.00 / 4979.75 105/ 0.01 / 4979.49 106/ 0.01 / 4979.11
107/ 0.04 / 4977.10 108/ 0.00 / 4972.00 207/ 0.02 / 4977.08
1
' January 30, 2004 Page 15 of 34
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
Car=/ FIDA => "+" CCN= USES ME NCMPI FLCW OPIICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 90007/ D.00
'##N#####################################
_> System inflows (data group K3) at 5.08 hours ( Junction / Inflow,cfs )
101/ 0.00E+0D 105/ 0.00E+00 107/ 0.00E+00
#############################M#######N##
'##################################M#####
_> System infl.cws (data group K3) at 5.17 hours ( Jl=Um / Inflow, cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ O.ODEHIO
'#M######################################
CYCLE 18500 TINE 5 HRS - 8.33 MM
JMMCN / UUM / ES,EVATIQJ -> „+„ JUNCfICN IS SUPCHPS#;F.U.
' 101/ 0.00 / 4979.75 105/ 0.01 / 4979.49 106/ 0.01 / 4979.11
107/ 0.03 / 4977.09 108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
CCt=/ FUR => „+" Ca4U= USES THE N1M1 FUN CMCN.
' 301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 90007/ 0.00'
M#'###########################11######X###
_> System inflows (data group K3) at 5.25 hours I Junction / inflow,cfs I
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
################M#######################
##############################N######II##
_> System inflows (data group 93) at 5.33 haws ( Junction / L now,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
##X####################NN######M#M######
CYCLE 19000 TINE 5 HRS - 16.67 M
' JUQMCN / CEM / E[,EVATICN => "+ JUNCfICN I5 SLII+L7143S£D.
101/ 0.00 / 4979.75 105/ 0.01 / 4979.49 106/ 0.01 / 4979.11
107/ 0.03 / 4977.09 108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
' C(HIL1PI/ FiCw => „+„ cai= USES THE NATAL FLEW CFTICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 90007/ 0.00
########XX#######################N####M#
�> System inflows (data group K3) at 5.42 hoes ( auction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
################N############N#########N
CYCLE 19500 TIDE 5 HnS - 25.00 M
JL=ICN / DEPTH / EIEVATICN -> "*" JUNCTICN IS SUMiPjQL).
' lot/ 0,00 / 4979.75 105/ 1,00 / 1979.48 106/ 1,00 / 1979,10
107/ 0.03 / 4977.09 108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
caw=/ FICN => ,•+„ 034CA1T USES THE N$TFV, FLCW CPPICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' 90005/ 0.00 90006/ 0.00 90007/ 0.DO
#####################M########NX######4#
» System inflows (data group K3) at 5.50 hours 1 Junction / Inflow,cfs 1
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
######M##########40#####NN#####M########
###########################8########M###
�> System inflows (data grays K3) at 5.5B hours ( Junction / Inflow,cfs )
' 101/ 0.00E+00 105/ 0.00F�Oo 107/ O.00E+00
#############################M#Np####X#N
CYCLE 20000 TINE 5 HRS - 33.33 MEN
' January 30, 2004 Page 16 of 34
EXTRAN Output File 1N: 03-102.00
Fort Collins Vehicle Storage Building fte-int-2.out
JUNLTIM / IEPW / EIEVATICN -> "*"JOtMCN Is St)lY}FUM.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.03 / 4977.08 108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
caII:i7IT/ FUN => „+„ C14= USES THE NaM3 L ELM CMCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 90007/ 0.00
'##N###########################XM########
_> System inflows (data group K3) at 5.67 hours ( ,unction / Inflow, cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ D.00E+00
######################01################
'##############N#########################
_> System inflows (data group M) at 5.75 hours ( .unction / Inflm cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#############N###########N##############
CYCLE 20500 TIME 5 IM - 41.67 M
JLNCTICN / LEPIH / E[EUATICN => ,•'" JLIAMCN IS S[R1aAFGD.
' 101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.02 / 4977.08 108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
cavm/ FLOW m> •,:" ==l USES THE F MI, FI414 OPfICN.
' 301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 90007/ 0.00
##################N#####################
�> System inflows (data gip K3) at 5.83 hours ( Jimctim / Inflon,cfs 1
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
##########p##A###############M##########
##################N#############X#######
�> System inflows (data group K3) at 5.92 hours. ( JtnGtlon / Inf1w,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#############4##########################
CYCLE 21000 TIFF 5 kRtS - 50.00 EIIN
' J[udCYiCN / LEPIH / EIE=CN -> "w JUNCTION IS SURCHAF £D.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.1.0
107/ 0.02 / 4977.08 108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
' MMUIT/ FUN -> "*" CaV= USES DE NaMkL FL04 0PfICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 900(7/ 0.00
#############a##########################
i> System inflows (data gmV K3) at 6.00 hcu ( Junction / Infldw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#####################################N##
' CYCLE 21500 TIDE 5 IRtS - 58.33 MIN
JUNMCN / 07M / EuawrICN => "*" JUN(TICN IS S[AC}WIUM.
101/ 0.00 / 4979,75 105/ 0,00 / 4979.48 106/ 0,00 / 4979,11
' 107/ 0.02 / 4977.08 108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
a=T/ FUN => nn' CYTJaIIT USES THE NOR01 FILM CPPICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' 90005/ 0.00 90006/ 0.00 9D007/ 0.00
########################N######X#######N
�> System inflows (data group K3) at 6.08 hours (,unction / Inflow, cts I
101/ O.DOE+00 105/ 0.00E+00 107/ 0.00E+00
#####N###############N###N#############N
##A##############01###########NX########
s> System inflows (data group K3) at 6.17 hours 1 Junctim / Inflm,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
' January 30, 2004 Page 17 of 34
' EX7RAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
########################################
CYCIE 22000 TIME 6 HRS - 6.67 MN
' JU CTIM / E= / E[EV CN => "*" JONMCN IS SMJP=.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.02 / 4977.08 108/ 0.00 / 4972.00. 207/ 0.01 / 4977.07
' CC mm/ EUM => "+" CII40UIT USES THE NaML FUI4 OPIICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 90007/ 0.00
N#####################44################
Systm inflows (data group K3) at 6.25 hours ( Junction / Inflow,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
##################################X#####
' CYME 22500 TIME 6 im - 15.00 mm
JUNCf1Q1 / OEM / ECEVATICCI -> "" J[SILTICN IS SUE1090M.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
' 107/ 0.02 / 4977.08 108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
0:1=/ FWW => "•" tOa= USES 1NE N]A4HL FICW CPfION.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 90007/ 0.00
'########################################
_> Systm inflows (data group K3) at 6.33 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
######M##############N###X#########q#q#
####################q###0########A###N##
_> System inflows (data group IG) at 6.42 haws ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
##########q##N##X#######################
CYC[E 23000 TIME 6 HRS - 23.33 NII
' ,'RUM, CN / IEPIE / ELE=CN => "+ JUNCPI(N IS SUfd7,7q"G .
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.01 / 4977.08 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
Cacm/ FUM => "+•• CaMM USES UM NM4 Z FIM OPrICN.
' 301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 90007/ 0.00
########################################
_> System inflows (data group K3) at 6.50 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
N#######################################
H##############################A########
_> System inflQJa Idata g»@ 13) at 6,51 hours ( Junction / Inflow r� I
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
##########################04#44#411######
' CYCLE 23500 TIME 6 HRS - 31.67 NI44
JU4=CN / IEM / EIZWICN -> "+" JON=CN IS SUMIA M).
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
' 107/ 1,01 / 4977.07 108/ 0.00 / 1112,00 207/ 0.00 / 4177,11
cavm/ ELCW OC1400IT USES THE NCBST.L FU39 C&fIQ1.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 90007/ 0.00
'#################################N####0#
_> System inflows (data -group K31 at 6.67 hours ( Junction / Inflow,cfs )
1011 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
'########################################
' January 30, 2004 Page 18 of 34
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.otit
CYCJE 24000 TIDE 6 SAS - 40.00 KN
JUFLCPICN / LEP1H / EL£JATIM ®> ""' JONCIICN IS S[Il;L'1qQm.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CCNIM/ FILAi ®> "*" CM= USES THE NRY{L l7LN CMCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00 90006/ 0.00 90007/ 0.00
########################################
System inflows (data group I0) at 6.75 hours ( Juncti.m / Inflow,cfs )
LOW 0.00E+00 105/ 0.00E+0D 107/ 0.00E+00
#MNN##N####M#####aMM###N###a###a####M###
�> System inflows (data group K3) at 6.83 hours ( Junction / Inflow cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#################N######################
' CYCLE 24500 TIME 6 HFS - 48.33 MN
JUNCfI(N / CEPIH / ELEVATIM ®> "•" JONLTICU IS SUfU1ARM).
' 101/ 0.00 / 4979.75 105/ 0.00/ 4979.48 106/ 0.00 / 4979.10
107/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
C(NQ1IT/ FILN -> "'" CUC= USES THE NaNNI, FUR OLTICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' 90005/ 0.00 90006/ 0.00 90007/ 0.00
N#######################################
_> System inflows (data group K3) at 6.92 hours ( Junction / Inf1cw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
###################################NNN##
###############a########################
_> System inflows (data group HI) at 7.00 hours ( Junction / Inflow,cfs 7
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
####X############################NM#####
CYCLE 25000 TIME 6 SHS - 56.67 MN
' JUFCIICN / E PTH / ELEVATICN -> "* JLNCnCN IS SU CHAAS,ED.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CCN=/ FLOW => "" OaMIT USES THE NCIAAL FUYA OMCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00+ 90006/ 0.00 90007/ 0.00
#####a#a#########N######################
System inflows (data gragD K3) at 7.08 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#######################################a
##################N####################N
System inflows (data group K3) at 7.17 hours ( Juncti.m / Inflow, cfs )
101/ 0.00E+00 105/ 0.00E+00 LOW 0.00E+00
#####################################N##
' CYCLE 25500 TIDE 7 HAS - 5.00 KIN
JLIDI,TICN / LEPTH / ELEVATICN -> "•" JUNCPICN IS SU(a�.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.01 / 4977.07 108/ 0.00/ 4972.00 207/ 0.00 / 4977.06
Cli=/ FLOW Q> "*" CCDU= USES TIE N34-AL FICA OPIICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' 90005/ 0.00' 90006/ 0.00 90007/ 0.00
January 30, 2004 page 19 of 34
EXTRAN Output File
Fort Collins Vehicic Storage Building
'########################################
a> Systm final (data group K3) at 7.25 hours ( Jarman / Inflow,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
################II#######################
CYCLE 26000 TIDE 7 H85 - 13.33 MN
' ,JUNLTIM / DEPTH / E[F.UATICN => "* .JC O TCH IS SUMMARCED.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
' calm=/ FILW => "*" CMDOIT USES THE NCRIAL FId7 CPrIW.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00* 90006/ 0.00 90007/ 0.00
#############################Ih##########
' _> Systan inflows (data group K3) at 7.33 hours ( Junction / Inflow,cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
#e######################################
' _> Systan inflows (data group K3) at 7.42 hairs ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ O.000+00
##############################A####N####
CYCLE 26500 TIME 7 HRS - 21.67 MEN
•7U=CN / DEPTH / ELEJATIW7 => "*" JLVMICN IS SUR] AfGED.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
' 107/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 49n.06
Oct=/ FICW -> "*" 0NCM USES THE MR4%L FL13N WrION.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' 90005/ 0.00* 90006/ 0.00 90007/ 0.00
################################Ik#######
=> SystM inflows (data group K3) at 7.50 hours f Junction / Inflow,cfs )
101/ O.00E+00 105/ 0.00E+00 LOW 0.00E+00
'########################################
CYCLE 27000 TIME 7 FRtS - 30.00 N11N
1
1
1]
JUW-MCN / DEPTH / ELEVATION -> "*" JUNCTION I5 SiRE WIM)
101/ 0.00 / 4979.75 105/
0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.01 / 4977.07 108/
0.00 / 4972.00 207/ 0.00 / 4977.06
CU=/ FTLW => "*" C=T USES THE NOSAL F7LW OPTION.
301/ 0.00 305/
O.OD 306/ 0.00 308/ 0.00
90005/ 0.00* 90006/
0.00 90007/ 0.00
########################################
_> Syste inflows (data group K3) at
7.58 hours L Junction / Inflow,cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#######################II################
########################################
_> Systan inflows ;data group K3) at 7.67 hours ( Junction / Inflow,cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ 0. OOE+00
#######it#It#####IV###############II#It##11#110
CYCLE 27500 TIME 7 FRCS - 38.33 MIN
JUNCITCN / DEPTH / ELEVATION "*" JUNCTION IS SUFUMSED.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
Camr/ FLCW => "• C0N01IT USES THE NORAL FLOW CPTICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00* 90006/ 0.00 90007/ 0.00
.IN: 03-102.00
ftc-int-2.out
' January 30, 2004 Page 20 of'34
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building tic-int-2.out
'########################################
_> System inflows (data group K7) at 7.75 hours ( J=tim / Inflow, offs I
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
########################################
_> System inflows (data group K3) at 7.83 hours ( Jarb tiro / Infloi,cfs )
t 101/ 0.00E+00 305/ 0.00E+00 107/ 0.00E+00
########################################
CYCLE 28000 TIME 7 HPS - 46.67 KN
JUN CN / OEPM / ELLVATICN => "' JUWMCN IS SMO AIM.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
307/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
' CaCM/ FT1S4 => "«" CI= USES THE NDFML FUN OMCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00* 90006/ 0.00 90007/ 0.00
##########################III #############
' _> System inflows (data group K3) at 7.92 hours (. Jurctim / Inflcw,cfs )
101/ 0.00E+0O 105/ 0.00E+00 107/ 0.00E+00
###################k####################
CYCLE 28500 TIME 7 HrS - 55.00 MIN
JLZMCN / OEFM / ELEVATICN => "'• JUNCfICN IS SUMII1l M.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
' 107/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
cam=/ FLEW -> "'" C CN= USES TM NCR411L FICA? C PrICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' 90005/ 0.00* 90006/ 1,11 90007/ 0.00
######################################Ii#
-> System inflows (data group K3) at 8.00 hours ( Jur .tiro / Inflow,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
#I1###################################If II#
_> System inflows (data group K3) at B.08 hours ( Junction / Inf1cw,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#############40440######################
CYCLE 29000 TIME 8 HBS - 3.33MII4
J=CN / CEP1H / ELEVATIQd => "' JUHCII04 IS SUROAt3M.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
' 107/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
C M=T/ FLCM Ca401TT USES 1HE WHIM FICA? CP1TCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00' %006/ 0.00 %007/ 0.00
'########################################
_> System inflows (data group K3) at 8.17 hours ( Junction / Inflm cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
'########################################
######################################If
-> System inflows (data group E3) at 8.25 hours f Junctim / hu2cw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
'##############################09########
CYCLE 29500 TIME 8 MS - 11.67 tom]
' JUCMCN / C SPIN / EIEVATICN => "*" JUCrICN IS SU[S *GED.
January 30, 2004 Page 21 of 34
EXTRAN Output File
Fort Collins Vehicle Storage Building
' 101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
1
1
1
1
1
1
1
1
L
r.I
1
J
1
t
Cal=/ LTZA "*" CU41= USES THE N]MI FUN CMCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00* 90006/ 0.00 90007/ 0.00
#####################q##################
-> System inflows (data group Ki) at 8.33 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
#########ik##############################
m> System inflows (data group IQ at 8.42 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
##########k#######################X###4
CYCLE 30000 TIME 8 HRS - 20.00 Fes]
JUNCIICN / LEFIH / EIMTICN -> "*" JONCIICN IS SUIT.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CMDUIT/ FSLW => ,•*„ CCNDUIT USES THE I4Y444L FLEW CMCV.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00* 90006/ 0.00 90007/ 0.00
#####X###################01#############
s> System inflows (data group K3) at 8.50 hours ( Junction / Inflow,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
###################II##k##k##k#k##k######
CYCLE 30500 TIME 8 HRS - 28.33 I+IIN
JUN CN / DEPTH / ELEVATICN => "• JUNCTION IS Sulk,
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.01 / 4977.07 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CCN=1 EUM _> "*" CQ= USES THE Na;ML FLM MICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00* 90006/ 0.00 90007/ 0.00
#############0#############kN####q##k###
_> System infl.ons (data group K3) at 8.58 hours ( Junction / Inflow, cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
########################################
�> System inflows (data group 10) at 8.67 hours ( Junction / Inflow,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
CYCLE 31000 TIME 8 HRS - 36.67 MIN
JUDi= / DEPTH / ELEWICN => "*" JUNCfICN IS SLR37PUM.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
03=/ FL W "*" CCN= USES THE NOLAWL FLrW CFTiO4.
301/ 0.00 305/ 0.00 306/ 0.00 308/
90005/ 0.00* 90006/ 0.00 90007/ 0.00
########################################
-> System inflows (data group K3) at 8.75 hours ( Junction / Inflow, cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
####################################11 X##
CYCLE 31500 TIME 8 HFS - 45.00 MIN
JUN=CN / tEP1H / E[EIATiCN -> "*" JUNCfICL4 IS SURCHU 3 ).
0.00
JN: 03-102.00
ftc-int-2.0ut
January 30, 2004 Page 22 of 34
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
' 101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 IO6/ 0.00 / 4979.10
107/ O.DO / 4977.06 1OB/ 0.00 / 4972.00 207/ 0.00 / 4977.06
OCNWIT/ FLOW => "*" CaVUIT USES THE NC8S41L FLO4 OPTION.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00" 90006/ 0.00 90007/ 0.00
##########M#############################
Systm inflows (data gam@ K3) at 8.83 hours ( .71actim / Infl.w,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
###############it##########11##X##########
###################################i1####
_> Systm inflows (data group K3) at 8.92 hours ( Junction / Inflow, cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
###X####M###M##########k################
CYCLE 32000 TM 8 HES - 53.33 hIIN
JUNCTION / DEPTH / ELEVATION -> "•" JU14MCN IS SMIM113'£D.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
' 107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CONIT/ FUN -> "*" CCMUT USES THE NCid+WL FLOW OPfICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' 91005/ 0.00* 90006/ 0.00 90007/ 1,01
_> Systm inflws (data group K3) at 9.00 hays I Junctim / Inflw,cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
'####################011#####11############
#############k######################N##N
_> Sysom inflows (data group K3) at 9.OB hours ( Jotction / Inflw,cfs )
101/ 0.00E+0D 105/ 0.00E+00 107/ 0.00E+00
#####M########X###############X#########
CYCLE 32500 TIME 9 IRS - 1.67 N1IN
' JUNCTION / DEPTH / ELEVATION => "* JUNCTION IS SUFY MMD.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
' MQ=/ FLOW -> "*" CCI= USES THE NORRL ELM OPTIM,
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00* 90006/ 0.00 90007/ 0.00
########################################
_> System inflows ;data grate K3) at 9.17 hays ( Junction / Inflow,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
##############################411 ##009##
' CYCLE 331100 TIME 9 IRS - 10.00 KIN
•IUNCIIOt / DEPTH / ELEVATION => "*" JUNCTION IS SIIId}Rfm-
101/ 0.00 / 4979.75 105/ 0.00 / 4979.4E 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
' SIT/ FLOOR s> "*" CONDUIT USES THE NOR -AL FLOW OPTION.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ O.00* 90006/ 0.00 90007/ 0.00
'#######X#############X######k#######X###
_> Systm inflow (data group K3) at 9.25 hours ( Junction,/ Inflw,cfs )
101/ 0.00E+00 105/ O.00Et00 107/ 0.00E+00
###################################M####
##########N##########M##################
_> System inflows (data group NO) at 9.33 hays I Junction / Inflw,cfs I
101/ 0.00E+00 105/ 0.00E�00 107/ 0.00E+00
########################################
' .January 30, 2004 Page 23 of 34
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
CYCLE 33500 TIME 9 HRS - 18.33 EN
' J[M.TIM / 1171H / EfEMIC'N => "' JUNCIILN IS SURF ,
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CWWIT/ FUDW => "+" 0IIT USES THE ICKMI, FL(I4 OP1'ICN.
' 301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.0V 90006/ 0.00 90007/ 0.00
#############################N##########
_> System inflows (data group K3) at 9.42 tours ( Junction / Inflow,cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#########################S###########il'##
########################################
_> System inflaas (data group K3) at 9.50 hays ( .unction / Inflow,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#####################N#################N
' CYCLE 34000 TIME 9 HRS - 26.67 KEN
JUMMM / IEM / ELEVATIQ4 => "" JLNCIICN IS 3JI' MM).
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CR40UIT/ FLOW => "•" MOM USES T1E NM4iL E64 OPPICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00' 90006/ 0.00 90007/ 0.00
'########################################
_> System inflows (data group K3) at 9.58 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
###########X#######################N####
########################################
-> System inflows (data group K3) at 9.67 hours ( Junction / inftow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
'########################################
CYCLE 34500 TIME 9 HRS - 35.00 DIIN
JLA]CfICN / L7EP1H / ELEVATION => "•" JUN3TCN IS SL$,�.
' 101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
03=/ FLOW => "" Oa=T USES 741E NM -AL FU79 OPCICN.
' 301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00• 90006/ 0.00 90007/ 0.00
########################################
�> System inflcws (data group K3) at 9.75 hays ( ,unction / Inflow, cfs I
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
##############################N#########
CYCLE 35000 TIME 9 HRS - 43.33 PID4
JUN=ICN / LEM / ELI:VATICN => "" JUNCfICN IS SUS.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
' Cav=/ FLIS4 => "*" Ca= USES THE NQRAL FlLN OMCN.
301/ 0.00 3051 0.00 306/ 0.00 308/ 0.00
90005/ 0.00* 90006/ 0.00 90007/ 0.00
###0############################N#######
Systm inflows (data group K3) at 9.83 hours ( Junction / Inflow, cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
##########N#############N###############
Jonuory 11, 2114 Page 24 of 34
' EX7RAN Output File 1N: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
' a> Syste inflows (data getup Kf) at 9.92 hmrs ( ,unction / Infloa,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
CYCLE 35500 TIME 9 HFS - 51.67 Mon
' JUMMM / C PA4 / EdE=CN -> "k" JONCPICN IS SUPf11FICM,
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
LOW 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
MUM/ FUN WMT USES THE K1)SAfL FILI4 OMCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00+ 90006/ 0.00 90007/ 0.00
########################################
�> Systan inflows (data group K3) at 10. 00 hours ( Junction / Inflow, cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################q###############
CYCLE 36000 TZ E 10 HRS - 0.00 MIN
' J[N=CN / IEPM / E[EVATICN -> "+" JL=ICN IS SUPCHAPGED.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 1061 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
' o =/ FICK => "*" CCMDMT USES THE NCRflL FIZA OPIICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00' 90006/ 0.00 90007/ 0.00
###X########q#############0#############
' _> Systm inflows (data group K3) at 10.08 hours ( Jtnctim / Inflaw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#########X#####################11########
'########################################
mu _> Systinflc i (data group K3) at 10.17 hours( Junction / Inflow,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
NN##############################q#######
' CYCLE 36500 TIME 10 HR9 - 8.33 M1N
juWrICN / LEM / MEVATICN => "'" JUK=ICN IS SUFJaP YD.
' 101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
Ca=/ FILM SAT USES THE NC ML EUM OMCN.
301/ 1,01 305/ 0,01 306/ 0,01 308/ 0.00
' 90005/ 0.00+ 90006/ 0.00 90007/ 0.00
########WX######WWXX####################
_> Systm mflows (data group Kf) at 10.25 hours ( ju ti.m / Inflow,cfs I
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E400
NX######################X############X##
########################################
�> System inflows (data gx0up K3) at 10.33 haws ( Jtmctim / Inflm,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
#########k#############X#########qq#####
CYCLE 37000 TIME 10 HBS - 16.67 KN
' JU=CN / EEP1H / E[EVPSICN -> "" JUIMCN IS SUIYZYiNM.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
' O34WIT/ FLOW => "" CaMMT 1 S THE N0 IAL FILM fPMON.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00" 90006/ 0.00 90007/ 0.00
##########40##########0#14############N#
' -> Systm inflows (data group K3) at 10.42 hays ( Junctim / Inflcw,cts 1
1 January 30, 2004 Page 25 of 34
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building fte-int-2.out
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
##################################kN####
ICYCLE 37500 TIME 10 Has - 25.00 MW
JUNCTION / DEPTH / ELLVATItN => ""' JUNCTION IS Ste.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CU U7If/ F104 CU4DOTT USES THE t ORML FILW ONTICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' 90005/ 0.00+ 90006/ 0.00 90007/ 0.00
#M##########qq#############X######X#####
�> System inflows (data group K3) at 10.50 hours ( JurcUm / Inflow, cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ 0.0DE+00
############N###X##############k########
#############N##########################
-> System inflows (data group K3) at 10.58 hours ( Junction / Inflow,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
###X############################X#######
CYCLE 380M TIME 10 HRS - 33.33 KIN
' JUNCTION / LEP H / ELEVATION _> """ JUNCTION IS SOfu7WM.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
' OWDU1T/ FILW -> "^" CaU IT USES THE 4IISWL FTLW oPIICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00* 90006/ 0.00 90007/ 0.00
######################XX################
System inflows (data group K3) at 10.67 hours ( Junctim / Inflm cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
############4###########N###############
##########X#############################
' _> System inflows (data group K3) at 10.75 hours ( Junction / Inf1cw cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
M#k#######40##########################N#
' CYCLE 38500 TIME 10 HRS - 41.67 KN
JUNCTICN / DEPTH / ELEVATION => "*" JM.K=CN IS SURCR IC£D.
1D1/ 0.00 / 4979.75 105/ 0.00 / 4979.46 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 LOU 0.00 / 4972.00 207/ 0.DO / 4977.06
CYI=/ FLOW -> "`" Oa= USES THE NM4%L FLEW ONPICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' 90005/ 0.00' 90006/ 0.00 90007/ 0.00
N####################4#########X########
_> System inflows (data group K3) at 10.83 hours ( junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
############################M###########
#############M##M#######################
�> System inflows (data group K3) at 10.92 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ O.00E+00 107/ 0.00E+00
########################################
CYCLE 39000 ME 10 HAS - 50.00 MN
' JU=CN / CEPM / E[EMTICN -> ". JUNCTION IS SURCHARM).
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CCR=/ FUN -> "•" LXNUIIT USES THE NOFML FI.CW CPrICN.
January 30, 2004 page 26 of 34
EXTRAN Output File JN! 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
' 301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.OD+ 90006/ 0.00 90007/ 0.00
##########N#############################
System inflows (data group K3) at 11.00 ha(rs 1 Junctim / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
' CYCLE 39500 TIME 10 LOS - 58.33 MIN
JU=CN / = / E[EYATICN => "+" FIIMCN IS SOCiH.9l3YD.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
' 107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
cairm/ FLOW => "+" CUffl T USES THE NM4+ L FTCN CFMCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' 90005/ 0.00+ 90006/ 0.00 90007/ 1,01
#################################a######
_> System inflows (data group K3) at 11.08 hoes ( anCtim / Inflcw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
'##########X#####X##X################N###
##########q#4#####################N#####
_> System inflows (data group K3) at 11.17 hours ( Junctim / Inflow,cfs )
' 10l/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
##########4###########################il#
CYCLE 40000 TIME 11 HRS - 6.67 KN
' J[II.i.T CN / tEPIH / E[EVATICN -> "i" JUN=CN IS SIZE .
10l/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CaVXT/ FT[I4 => "+" CYNOUIT USNS THE NLRML FIM CPTICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00+ 90006/ 0.00 90007/ 0.00
######N############################qN##X
_> System inflows (data group K3) at 11.25 hours ( Jmctim / Inflow,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
' CYCLE 90500 TIME 11 HRS - 15,00 MIN
JONMCN / OEPIH / IIEVATICN -> "* , JUNCfICN IS SU[#' mR=.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.DO 207/ 0.00 / 4977.06
MOM/ FT= (XN= USES THE NOFML FUN CPTICN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00+ 90006/ 0.00 90007/ 0.00
'##X##############################N######
_> System inflows (data group K3) at 11.33 tours ( Juncti.m / Inflow, cfs )
10l/ 0.00E+00 105/ 0.00E+00 107/ O.DOE+00
######4##########N######################
'#################q#####################q
_> System inflows (data group 93) at 11.42 hags ( Junctim / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
'#N########################N########X####
CYCLE 41000 TSE 11 HRS - 23.33 KM
JUCn N / [EPTH / ELEVATICN => .", JONCII(N IS Sl) .
1 101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.D0 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CST\=/ F104 => "*" C aM= USES THE NOR4%L FICN CPfICN.
' 301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' January 30, 2004 Page 27 of 34
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building Rc-int-2.out
' 90005/ 0.00" 90006/ 0.00 90007/ 0.00
##########ik#############################
_> System inflows (data group K3) at 11.50 howws ( JuncUm / Infloi,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
##################################It#####
################0#####################0#
_> System mf1cws (data group K3) at 11.58 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
CYCLE 11500 TIME 11 MS - 31,17 KIN
JUNMCN / =+ / ELEVATICN -> "•" R)WrICN IS SUBCFll1tG1••9.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
C374QIPf/ FLCK => ""' C[N= USES UE. Na4,AL FILM QMCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00+ 90006/ 0.00 90007/ 0.00
X#######################################
_> System inflows (data groupK3) at 11.67 hours ( Juncrim / Inflow cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
CYCLE 42000 TIME 11 HRS - 40.00 MN
JUI CIICN / EEFni / ELEVATICN -> *, JOAtTICN IS SUFt�.
' 101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
C(N=T/ FLOW => "" CCN= USES. THE NOEM, FILL? OPITCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
' 90005/ 0.00* 90006/ 0.00 90007/ 0.00
########################################
_> System inflows (data group K3) at 11.75 haws ( Junctim / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
############################11 II##########
0########4#######110######0##############
_> System inflows (data gxawp K3) at 11.83 hours ( Junctim / Inflow,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################################
CYCLE 42500 TIME 11 HRS - 48.33 DUN
' JUNLTICN / CEPIH / EfEMTICN => J[A4(.TICN IS SUICHUXED.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48 LOW 0.00 / 4979.10
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
Ca IIT/ FILM => "•" M4= USES THE NMAL EMA CPnCN.
301/ 0.00 305/ 0.00 306/ 0.00 308/ 0.00
90005/ 0.00• 90006/ 0.00 90007/ 0.00
###################################II 11#{M#
I => System inflows (data grwp K3) at 11.92 haws ( Junctim / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
########################q###############
########################################
_> System inflows (data group K3) at 12.00 hours ( .nwctim / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00
###################### III #################
CYCLE 43000 TIME 11 HRS - 56.6/ InN
JUNCPICN / UFPIIi / ELEVATICN -> "i" JLtLmCN IS SUEa7CU .CF9.
' 101/ 0,00 / 1979,75 105/ 0,01 / 4171,18 106/ 0.00 / 4979.10
.January 30, 21104 Page 28 of 34
EXTRAN Output File
.IN: 03-102.00
Fort Collins Vehicle Storage Building
ftc-int-2.out
'
107/ 0.00 / 4977.06 308/ 0.00 / 4972.00
207/
0.00 / 4977.06
CYNQIiT/ F109 => "*" OaNUIT USES THE NfISAL F7LW
Cprim.
301/ 0.00 305/ 0.00 306/
0.00
308/ 0.00
90005/ 0.00* 90006/ 0.00 90007/
0.00
* FE1,AL iUDEL CONDITION x
'
* FDM TIME = 12.00 HOURS
*#**#*YYY#k*4##44*+*##++*#*+4***K
>>> ENDING CATE AND TIME OF ECII M RL#4 APE:
JULIAN DATE: 1988001
'
YR/MOMA: 1988/ 1/ 1
TIME CE DAY: 12.000 HRS
JL2'=ICN / DEKM / ELEMIM JUfQCTICN IS SURCHARGED.
101/ 0.00 / 4979.75 105/ 0.00 / 4979.48
106/
0.00 / 4979.10
'
107/ 0.00 / 4977.06 108/ 0.00 / 4972.00
207/
0.00 / 4977.06
IXI40UIT/ FICK CWDUIT USES THE NtiANL FILW
C M(N.
301/ 0.00 305/ 0.00 306/
0.00
308/ 0.00
'
90005/ 0.00* 90006/ 0.00 90007/
0.00
oaq=T/ VEtLhCITY
301/ 0.00 305/ 0.00 306/
0.00
308/ 0.00
'
90005/ 0.01
OjNCUrf/ CROSS SOCTICbAL AREA
301/ 0.00 305/ 0.00 306/
0.00
308/ 0.00
90005/ 0.00
OSNlIT/ ETFP.L W1114E
301/ 0.00 305/ 0.00 306/
0.00
308/ 0.00
90005/ 0.59
'
OUCUIT/ HYDRAULIC RADIOS
301/ 0.00 305/ 0.00 306/
0.00
308/ 0.00
90005/ 0.01
OWMT/ UPSTREAM/ fXWFISITEA i MEVATICN
301/ 4979.75/ 4979.56 305/ 4979.48/ 4979.20
306/
4979.10/ 4978.90
308/ 4977.06/ 4972.00 90005/ 4977.06/ 4977.06
# Surcharge Iteratim Sumory #
Mavv comber of iterations in a time step..... 3
Total muber of iterations in the similation.. 86402
Average nunber of iterations per time step...... 2.00
'
Surcharge iterations cturing the simrlatim...... 2
Macimnh surdkirge flan error during simhlatim.. 3.96E-01 cfs
Total comber of tim steps during similation.. 43200
* CCtMMT OOUFMT C(I=CN SUNAirl
*}TIME#IN}MD=SS DELT > CCORNU TIME STEP `
* SEE BKOW ELR EU?1ADWTICN OF COORWr TIME STEP '
CMDUIT It TIM(M) C Ct=IT # TIME(M) CWEUIT # TIME(M) CONDUIT # TIM(W)
301 0.00 305 0.00 306 0.00 308 0.00
90005 0.00
1
' January 30, 2004 Page 29 of 34
' EXTRAN Output File
Fort Collins Vehicle Storage Building
* CaUTIT Cl7JPA17f CCNOITIQ4 SU44W '
* CDUIV T= C3= LENGTH
x TIME STEP =
* VELOCITY + SQe(GRVf*AIWVWIMH) '
' * AVII+AGE CIRWIT IXkIDITICN TIME SIEP(SEOWDS)
01240UTT # TIME(SBC) CCUDUTT # TIME'( -'EL) COt400IT a TIME(SEr)00N U1T # TIME(SEC)
301 23.26 305 62.86 306 37.13 308 455.38
90005 191.32
1
#+#wW#Ww*4%f11*f+llfxf+#.xx+*xxxxxlx#xf*4WYxY.4*44y
EXITAN CONTINUITY BALM= AT THE IA'T TIME STEP
..____...------------------------------------
Jt MCN IIWUYA. WTFI/S7 CR STI+FBT EIGYIIING
++1f##x+f+x#W*1f*+4+++*wx+aaxaaaaxy%Ya*+yYYaaf Ya
JLWMCN
INESOw, FT3
'
101
1.9999E+05
105
3.2678E+04
107
4.0932EF04
'
JtAI.TICt.
OUTElaq, FT3
108
2.7368E+05
1
1
1
I
11
* INITIAL SYSTEM WLME =
5.2135E-01 CU ET *
* TOTAL SYSTEM INFLOW WUM -
2.7360E+05 CU ET *
* INFLOW + INITIAL VOIUE = 2.7360E+05 CU FT *
4#k4Y#i#k444#114#f#}4}44}4y414 y+#y4+#4#4#y44y#k4ix###iT
* TOM SYSTEM CUTTLOW =
2.736BE+05 (II FT *
* VOLUE LEFT IN SYSTEM =
6.7268E-01 CU FT *
* curFIOW + ETAYS: VOIIAE
2.7366E+05 CU FT *
###k4#4*#4y##k#4*k##44i4444kk4ix44y*f}44k44f}+4W444k14f
* EFROR IN OaTTINOITY, PEF= =
-0.03
1�;91xa EI •,N'ti•�"•Y- la i��.. i�i._., a•i?i-�rll��iiti-•
Y[:!: I. HUYpAYY Y�eM�J I
1
# T i m e H i s t o r y o f t h e H. G. L. ( Feet) #
########a#######aa##a#a####a#a####a#####a####aa#a########
= COLLINS VExuCLE STauGE - E a?M
ma-2004 TEL,
FUE:FTC-INT-2.DAT
,unction:
101
Junction:
105
Junction:
107
Titre
Ground:
4985.50
Grand:
4965.40
Ground:
4984,10
Hr:Vn:Sc
Elevation
Depth
Elevation
Depth
Elevation
Depth
0: 6:20
4980.18
0.43
4979.93
0.45
4977.49
0.43
0:16:40
4981.79
2.04
4981.57
2.09
4979.22
2.16
0:25: 0
4982.33
2.58
4982.12
2.64
4979.92
2.86
0:33:20
4983.05
3.30
4982.63
3.15
4981.16
4.10
0:41:40
4903.99
4.14
4982.94
3.46
4982.21
5.15
0:50: 0
4984.16
4.41
4982.81
3.34
4982.36
5.30
JN: 03-102.00
ftc-int-2.out
' January 30, 2004 Page 30 of 34
I
1
C
1
1
EXTRAN Output File
.IN: 03-102.00
Fort Collins
Vehicle Storage
Building
Rc-int-2.out
0:58:20
4984.23
4.49
4982,75
3.27
4982.33
5.27
1: 6:40
4984.25
4.50
4982.68
3.20
4982.26
5.20
1:15: 0
4984.24
4.49
4982.60
3.12
4982.18
5.12
1:23:20
4984.21
4.46
4982.53
3.05
4982.10
5.04
1:31:40
4984.17
4.42
4982.46
2.98
4982.02
4.96
1:40: 0
4984.13
4.38
4982.43
2.95
4981.92
4.86
1:48:20
4984.08
4.33
4982.40
2.92
4981.82
4.76
1:56:40
4984.02
4.27
4962.39
2.91
4981.70
4.64
2: 5: 0
4963.96
4.21
4982.36
2.88
4961.54
4.48
2:13:20
4983.86
4.11
4982.32
2.84
4981.26
4.20
2:21:40
4983.75
4.00
4982.28
2.80
4980.63
3.77
2:30: 0
4983. 62
3.87
4982.23
2.75
4990.38
3.32
2:38:20
4983.50
3.74
4962.21
2.73
4980.02
2.96
2:46:40
4983.36
3.61
4982.19
2.71
4979.79
2.73
2:55: 0
4983.22
3.47
4982.17
2.69
4979.64
2.58
3: 3:20
4983.07
3.32
4982.15
2.67
4979.50
2.44
3:11:40
4982.92
3.17
4982,12
2.64
4979.35
2.29
3:20: 0
4982.75
3.00
4982.08
2.60
4979.18
2.12
3:28:20
4982.58
2.83
4981.98
2.50
4979.04
1.98
3:36:40
4982.38
2.63
4981.83
2.35
4979.00
1.94
3:45: 0
4982.11
2.36
4981.63
2.15
4978.94
1.88
3:53:20
4980.12
0.37
4980.05
0.57
4978.45
1.39
4: 1:40
4979.78
0.03
4979.55
0.07
4977.2.8
0.22
4:10: 0
4979.77
0.02
4979.52
0.04
4977.19
0.13
4:18:20
4979.76
0.01
4979.51
0.03
4977.15
0.09
4:26:40
4979.76
0.01
4979.50
0.02
4977.13
0.07
4:35: 0
4979.76
0.01
4979.50
0.01
4977.12
0.06
4:43:20
4979.75
0.00
4979.49
0.01
4977,11
0.05
4:51:40
4979.75
0.00
4979.49
0.01
4977.10
0.04
5: 0: 0
4979.75
0.00
4979.49
0.01
4977.10
0.04
5: 8:20
4979.75
0.00
4979.49
0.01
4977.09
0.09
5:16:40
4979.75
0.00
4979.49
0.01
4977.09
0.03
5:25: 0
4979.75
0.00
4979.48
0.00
4977.09
0.03
5:33:20
4979.75
0.00
4979.48
0.00
4977.08
0.03
5:41:40
4979.75
0.00
4979.48
0.00
4977.08
0.02
5:50: 0
4979.75
0.00
4979.48
0.00
4977.08
0.02
5:58:20
4979.75
0.00
4979.48
0.00
4977.08
0.02
6: 6:40
4979.75
0.00
4979.48
0.00
4977.08
0.02
6:15: 0
4979.75
0.00
4979.48
0.00
4977.08
0.02
6:23:20
4979.75
0.00
4979.48
0.00
4977.08
0.01
6:31:40
4979.75
0.00
4979.48
0.00
4977.07
0.01
6:40: 0
4979.75
0.00
4979.48
0.00
4977.07
0.01
6:48:20
4979.75
0.00
4979.46
0.00
4977.07
0.01
6:56:40
4979.75
0.00
4979.48
0.00
4977.07
0.01
7: 5: 0
4979.75
0.00
4979.48
0.00
4977.07
0.01
7:13:20
4979.75
0.00
4979.48
0.00
4977.07
0.01
7:21:40
4979.75
0.00
4979.48
0.00
4977.07
0.01
7:30: 0
4979.75
0.00
4979.48
0.00
4977.07
0.01
7:38:20
4979.75
0.00
4979.48
0.00
4977.07
0.01
7:46:40
4979.75
0.00
4979.48
0.00
4977.07
0.01
7:55: 0
4979.75
0.00
4979.48
0.00
4977.07
0.01
8: 3:20
4979.75
0.00
4979.48
0.00
4977.07
0.01
8:11:40
4979.75
0.00
4979.48
0.00
4977.07
0.01
8:20: 0
4979.75
0.00
4979.48
0.00
4977.07
0.01
8:28:20
4979.75
0.00
4979.48
0.00
4977.07
0.01
8:36:40
4979.75
0.00
4979.48
0.00
4977.06
0.00
8:45: 0
4979.75
0.00
4979.48
0.00
4977.06
0.00
8:53:20
4979.75
0.00
4979.48
0.00
4977.06
0.00
9: 1:40
4979.75
0.00
4979.48
0.00
4977.06
0.00
9:10: 0
4979.75
0.00
4979.48
0.00
4977.06
0.00
9:18:20
4979.75
0.00
4979.48
0.00
4977.06
0.00
9:26:40
4979.75
0.00
4979.48
0.00
4977.06
0.00
9:35: 0
4979.75
0.00
4979.48
0.00
4977.06
0.00
9:43:20
4979.75
0.00
4979.48
0.00
4977.06
0.00
9:51:40
4979.75
0.00
4979.48
0.00
4977.06
0.00
10: 0: 0
4979.75
0.00
4979.48
0.00
4977.06
0.00
10: 8:20
4979.75
0.00
4979.48
0.00
4977.06
0.00
10:16:40
4979.75
0.00
4979.48
0.00
4977.06
0.00
10:25: 0
4979.75
0.00
4979.48
0.00
4977.06
0.00
10:33:20
4979.75
0.00
4979.48
0.00
4977.06
0.00
10:41:40
4979.75
0.00
4979.48
0.00
4977.06
0.00
January 30,
2004
Page 31 of 34
I
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11
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EXTRAN Output File
.IN: 03-102.00
Fort Collins Vehicle Storage Building
fte-int-2.out
10:50: 0 4979.75
0.00
4979.48
0.00
4977.06
0.00
10:58:20 4979.75
0.00
4979.48
0.00
4977.06
0.00
11: 6:40 4979.75
0.00
4979.48
0.00
4977.06
0.00
11:15: 0 4979.75
0.00
4979.48
0.00
4977.06
0.00
11:23:20 4979.75
0.00
4979.48
0.00
4977.06
0.00
11:31:40 4979.75
0.00
4979.48
0.00
4977.06
0.00
11:40: 0 4979.75
0.00
4979.48
0.00
4977.06
0.00
11:48:20 4979.75
0.00
4979.48
0.00
4977.06
0.00
11:56:40 4979.75
0.00
4979.48
0.00
4977.06
0.00
M.an 4980.88
1.13
4980.34
0.87
4978.21
1.15
M3ximan 4984.25
4.50
4902.94
3,46
4982.36
5.30
Nlinimm 4979.75
0.00
4979.48
0.00
4977.06
0.00
1
' JUNCTION SUMMARY STATISTICS '
FCFU OMLINS VEHICIE STCFM£ - MC[M
JAN-2004 TEC, FILE:FTC-INT-2.RAT
UPPEIIIM MM
MW ImuM
TIME
FFET OF
EFF.I' wx.
LENGTH
LENGIH
14*01EI4
CPD= PIPE CMV JUNCTION JUNCTION
JUNCTION
OF
SURCFFA a:
E IS
OF
OF
JUNCTION
JUNCTION ELEVATION ELEVATION E[E/ATICN AVERPL£
MW.
CY.CIN
=
AT M X
SE[LI4 GFEUN0
.SUCd:HAPL,E
FICCDING AREA
NUVER (FT) (FT1 (FT) 4, CEVJZ
(FT)
FR.
MIN.
ELEVATION
MEVATICN
(MIN)
(MIN)
(SQ.FT)
101 4985.50 4985.30 4980.88 0.0039
4984.25
1
5
0.00
1.25
0.0
0.0
8.837E+04
105 4985.40 4985.30 4980.35 0.0030
4982.95
0
40
0.00
2.45
0.0
0.0
1.659E+02
106 4985.00 4980.70 4979.85 0.0143
4982.53
0
51
1.83
2.47
211.5
0.0
1.263E+02
107 4984.10 4984.10 4978.21 0.0035
4962.36
0
51
0.00
1.74
0.0
0.0
2.031E+04
108 4978.60 4974.00 4972.46 0.0136
4973.81
0
51
0.00
4.79
0.0
0.0
9.238E+02
207 4984.10 4979.06 4977.59 0.0092
4979.63
0
55
0.57
4.47
89.8
0.0
6.590E+02
1
# Tine History of Flow and Velocity #
# Q(cfs), Vel(ft/s), Total(cUbic feet) If
.IL 41� Mt 'Y a 9P IU •LI
Time
Condit:
301
Conduit:
305
Commit:
308
Hr:M:Sc
Flog
Veloc.
Floc
Veloc.
Flow
Velec.
0: 8:20
1.01
2.65
1.03
2.58
0.01
0.68
0:16:40
6.84
3.67
9.92
5.61
12.14
7.61
0:25: 0
6.65
3.76
11.70
6.62
16.82
8.21
0:33:20
9.58
5.42
10.34
5.85
25.29
8.59
0:41:40
14.23
8.05
7.37
4.17
26.85
8.71
0:50: 0
16.96
9.60
5.78
3.27
27.10
8.79
0:58:20
17.85
10.10
5.52
3.12
27.05
8.77
1: 6:40
18.34
10.38
5.51
3.12
26.94
8.74
1:15; 0
18.70
10.58
5.54
3.14
26.82
8.71
1:23:20
18.98
10.74
5.58
3.15
26.69
8.67
1:31:40
19.14
10.83
5.69
3.22
26.56
8.63
1:40: 0
19.07
10.79
6.07
3.44
26.41
8.58
1:48:20
18.97
10.73
6.50
3.67
26.24
8.53
1:56:40
18.74
10.61
7.05
3,99
26.04
8.47
2: 5: 0
18.52
10.48
7.68
4.34
25.80
8.40
2:13:20
18.19
10.30
8.74
4.94
25.64
8.48
2:21:40
17.75
10.04
10.21
5.78
25.06
8.58
2:30: 0
17.26
9.77
11.58
6.55
21.21
8.54
2:38:20
16.60
9.40
11.99
6.79
18.37
8.35
2:46:40
15.83
8.96
11.94
6.76
16.66
8.20
2:55: 0
15.00
8.49
11.88
6.72
15.59
8.08
January 30,
2004
Page 32 of34
I
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r-.
1
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EXTRAN Output File
1N: 03-102.00
Fort Collins
Vehicle Storage Building
ftc-int-2.out
3: 3:20
14.10
7.98
11.81
6.68
14..61
7.96
3:11:40
13.11
7.42
11.72
6.63
13.59
7.82
3:20: 0
12.06
6.83
11.60
6.56
12.48
7.66
3:28:20
11.30
6.40
11.32
6.40
11.43
7.50
3:36:40
10.82
6.12
10.84
6.13
10.97
7.43
3:45: 0
10.14
5,74
10.17
5.76
10.31
7.30
3:53:20
0.59
1.44
1.46
2.35
7.50
6.61
4: 1:40
0.00
0.44
0.01
0.65
0.16
2.13
4:10: 0
0.00
0.32
0.00
0.44
0.03
1.30
4:18:20
0.00
0.26
0.00
0.35
0.02
0.99
4:26:40
0.00
0.23
0.00
0.30
0.01
0.84
4:35: 0
0.00
0.21
0.00
0.27
0.01
0.75
4:43:20
0.00
0.20
0.00
0.24
0.01
0.68
4:51:40
0.00
0.18
0.00
0.22
0.00
0.63
5: 0: 0
0.00
0.18
0.00
0.21
0.00
0.59
5: 8:20
0.00
0.18
0.00
0.20
0.00
0.56
5:16:40
0.00
0.17
0.00
0.19
0.00
0.53
5:25: 0
0.00
0.17
0.00
0.19
0.00
0.51
5:33:20
0.00
0.17
0.00
0.18
0.00
0.49
5:41:40
0.00
0.16
0.00
0.17
0.00
0.48
5:50: 0
0.00
0.16
0.00
0.17
0.00
0.46
5:58:20
0.00
0.16
0.00
0.17
0.00
0.45
6: 6:40
0.00
0.16
0.00
0.17
0.00
0.45
6:15: 0
0.00
0.00
0.00
0.16
0.00
0.44
6:23:20
0.00
0.00
0.00
0.16
0.00
0.42
6:31:40
0.00
0.00
0.00
0.16
0.00
0.42
6:40: 0
0.00
0.00
0.00
0.16
0.00
0.41
6:48:20
0.00
0.00
0.00
0.15
0.00
0.41
6:56:40
0.00
0.00
0.00
0.15
0.00
0.40
7: 5: 0
0.00
0.00
0.00
0.15 .
0.00
0.40
7:13:20
0.00
0.00
0.00
0.15
0.00
0.40
7:21:40
0.00
0.00
0.00
0.15
0.00
0.39
7:30: 0
0.00
0.00
0.00
0.00
0.00
0.39
7:38:20
0.00
0.00
0.00
0.00
0.00
0.38
7:46:40
0.00
0.00
0.00
0.00
0.00
0.38
7:55: 0
0.00
0.00
0.00
0.00
0.00
0.38
8: 3:20
0.00
0.00
0.00
0.00
0.00
0.38
8:11:40
0.00
0.00
0.00
0.00
0.00
0.37
8:20: 0
0.00
0.00
0.00
0.00
0.00
0.37
8:28:20
0.00
0.00
0.00
0.00
0.00
0.37
8:36:40
0.00
0.00
0.00
0.00
0.00
0.37
8:45: 0
0.00
0.00
0.00
0.00
0.00
0.37
8:53:20
0.00
0.00
0.00
0.00
0.00
0.37
9: 1:40
0.00
0.00
0.00
0.00
0.00
0.37
9:10: 0
0.00
0.00
0.00
0.00
0.00
0.37
9:18:20
0.00
0.00
0.00
0.00
0.00
0.37
9:26:40
0.00
0.00
0.00
0.00
0.00
0.37
9:35: 0
0.00
0.00
0.00
0,00
0.00
0.37
9:43:20
0.00
0.00
0.00
0.00
0.00
0.37
9:51:40
0.00
0.00
0.00
0.00
0.00
0.36
10: 0: 0
0.00
0.00
0.00
0.00
0.00
0.36
10: 8:20
0.00
0.00
0.00
0.00
0.00
0.36
10:16:40
0.00
0.00
0.00
D.00
0.00
0.36
10:25: 0
0.00
0.00
0.00
0.00
0.00
0.36
10:33:20
0.00
0.00
0.00
0.00
0.00
0.36
10:41:40
0.00
0.00
0.00
0.00
0.00
0.36
10:50: 0
0.00
0.00
0.00
0.00
0.00
0.36
10:58:20
0.00
0.00
0.00
0.00
0.00
0.36
11: 6:40
0.00
0.00
0.00
0.00
0.00
0.36
11:15: 0
0.00
0.00
0.00
0.00
0.00
0.36
11:23:20
0.00
0.00
0.00
0.00
0.00
0.36
11:31:40
0.00
0.00
0.00
0.00
0.00
0.36
11:40: 0
0.00
0.00
0.00
0.00
0.00
0.36
11:48:20
0.00
0.00
0.00
0.00
0.00
0.36
11:56:40
0.00
0.00
0.00
0.00
0.00
0.00
t*m
4.61
2.68
2.75
1.66
6.40
2.91
t4ndIIun
19.14
10.83
11.99
6.79
27.10
8.79
Mi[dtnnn
0.00
0.00
0.00
0.00
0.00
0.00
Total 1.982E+05
1..183E+05
2.752E+05
1
January 30, 2004 Page 33 of 34
1
1
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11
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
1
* CONDUIT SUMMARY STATISTICS
FOO.' OCLLINS VEHICIE STUVCE - EXTRAN
JAN-2004 TEC, FIIE:FIC-INf-2.DAT
CONDUIT
MAXIMA
TIME
DESIGN
CESICN
V=CAL
ODiPU
OF
Od7UIT F1CW
MOCITY
CEPM
Floe
cocuRtffNCE
NUMBER (CE5)
(FPS)
(IN)
(CES)
ER. MIN.
301 6.03E+00
3.41
18.000
1.92E+01
1
29
305 5.69E+00
3.22
18.000
1.21E+01
0
28
306 6.25E+00
3.54
18.000
1.21E+01
0
28
308 2.38E+01
7.59
24.000
2.71E+01
0
51
90005 2.32E+01
0.52
23.994
2.71E+01
0
51
90006 UNUT
UNDEF
IINCEF
2.24E+01
0
38
90007
UNDER
u=.
2.71E+01
0
51
1
MAXIMA
TIME
FATIO OF
MAXIMUM CEpJll ABOW
LENGM
(SIT
MUTED
OF
MAX. TO
INV. AT CONDUIT ENDS
OF NMI SIAPE
MOCITY
COC[E
ICE
DESUN
UPSTREAM D94VnE M
FLOW
(FPS)
HIM. MIN.
FILL]
(FT) (FT)
(MEW
(FT/FT)
3.0.85
1
29
3.18
4.50 3.37 +
2.8
0.00330
6.67
0
28
2.14
3.47 3.33
0.1
0.00293
7.03
0
28
1.94
3.43 3.46
0.0
0.00354
8.79
0
51
1.14
2.57 1.81
3.6
0.01110
8.63
0
51
1.17
5.30 2.58 .
315.3
0.00005
* SUELRITICAL AND CRITICAL FIO4 ASSUMPTIONS FTKM *
* SUBRCUTItE HEAD. SEE FIG -TEE 5-4 IN THE EXTRAN *
* MUM FOR FURTHM 3NFCFTYMCN.
LEN= Lai= I,ENm LENM
OF OF OF UPTTR. OF =MTR.
DEAN
TOM K*CM M
D90011R4
'
CONDUIT DAY SUSCRITICAL CRITICAL CRITICAL
EIMM FIGN(MIN) FLEW(MIN) FIGN(MI7N) FICW(MQN)
RM
(CES)
AVERAGE
% CHA"
FU3N HYDRXIISC
CUBIC FT RADIUS (FT)
CROSS SWr
AREA(M)
301 353.80 225.72 0.00 140.48
4.63
0.0175
1.9999E+05 0.4563
1.7671
305 275.78 221.40 0.00 222.82
2.77
0.0161
1.1975E+05 0.4564
1.7671
306 267.23 124.97 0.00 327.80
2.n
0.0149
1.1983E+05 0.4564
1.7671
'
308 6.97 713.03 0.00 0.00
6.34
0.0149
2.7369E+05 0.6085
3.0838
90005 5.12 714.88 0.00 0.00
6.34
0.0058
2.7369E+05 0.6083
3.1400
90006 UNDEF32W IM[3EFTNED UNDEFINED UNE=
2.61
1.1295E+05
'
90007 UNUTI NW UNDUE-THED UNDEF= UNDEFINED
6.34
2.7368E+05
* AVERAGE % ORYNta IN JUN=ON O2 O]NLUIT IS DEFIXD AS:
* OIMT 8 (RANG£ _> 100.0 ( Q(n+l) - Q(n) 1 / Qfull
JUNCTION k C7374IZ _> 100.0 1 Y(n+l) - Y(n) / / Yfull '
'
*
The Ccndait with the largest average change... 301 had
0.018
percent
'
The Junctim with the largest average mange... 106 had
0.014
percent
_> EKterded Transport mxl-1 similatim ended norne.11y.
_> Correct Block Name hot fdmd.
'
=� 12 wen famd instead. Program stops.
_> Check your data input for the following problems:
1. Using the wrong a table file.
2. Tao msny hydrograph input data lines.
'
3. SW24 Block is camented out of MAIN.FO4
4. Wang input sequence of data (likely!) .
Your input file was named : ftc-int-2.dat
_> Your output file was nmed: ftc-int-2.cut
' * SL@M 4.4GU Similatim Date and Tine Sumery
.lanuary 30, 2004 Page 34 of 34
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building ftc-int-2.out
+Y+*#**xr***}'k**+*x*4*WxWM44++W*++*r+Y+*r**x*#**`MY!**'*'**
* .starting Date... January 26, 2004
* Time... 16:18:51.376
' * Ending bite... January 26, 2004 ±
Time... 16:19:20.378
* Elapsed Time... 0,483 minutes.
• Elapsed Tine... 29.004 seconds.
*r#r##rx*++rr+r++r#r#rrx+rx*+++*++*++++WW*#++*+*+Y**+*Y
I
I
January 30, 2004 Page 35 of 34
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APPENDIX H
I
1
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11
t
1
EPA SWMM Schematic — Ultimate Conditions
River
1 90007
108
RIOT-]
207
90005 Orficefor
inlet control
107 (3) Pond on
North Lot
90006 306
Weir low 106 Manhole
overdrive
305
105 (2) drive
in
301
303 302
103 (5) 102 (4) 101 (1)
Future Pond Swale and Pond on
on Lot 3 inlet on Lot 2 Lot I
The numbers in parenthesis are the ModSwmm identification numbers.
The Ultimate Conditions model (input file: FTC-ULT-2.dat) reflects the replacement of
the existing pipes between the Swale on Lot 2 (102) and the Pond on Lot 1 (101) as well
as the pipes between the Pond on Lot 1 (101), the Pond on the Lot to the north (107) and
the outlet of the Pond on the Lot to the north (107). It also assumes a Future detention
pond on Lot 3 (103) to route flows to the Cache La Poudre River.
' EXTRAN Input File 1N: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.dat
1
1
1
I
�I
<J
* NBLOCK JIN(1) JOUT(1)
SW 1 0 0
* NITCH NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4)
MM 1 1 2 3 4
0 'save32.prn'
$NOQUOTE
$EXTRAN
Al 'FORT COLLINS VEHICLE STORAGE - EXTRAN'
Al 'JAN-2004 TEC, FILE:FTC-ULT-2.DAT'
* ISOL KSUPER
BO 0 0
* JELEV JDOWN
BB 0 0
* NTCYC DELT TZERO NSTART INTER JNTER REDO
B1 43200 1.0 0.0 1 500 500 0
METRIC NEQUAL AMEN ITMAX SURTOL
B2 0 1 0 30 0.05
* NHPRT NQPRT NPLT LPLT NJSW
B3 5 4 0 0 5
B4 101 102 103 105 107
B5 301 305 308 90008
* CONDUIT DATA
* NCOND NJUNCI NJUNC2 Qo TYPE AFULL DEEP WIDE LEN ZP1 ZP2 ROUGH STH
Cl 303 103 102 0. 1 0.0 1.75 0.0 350. 0.0 0.20 .0130 0.0
Cl 302 102 101 0. 1 0.0 3.00 0.0 175. 0.0 1.11 .0130 0.0
C1 301 101 105 0, 1 0.0 1.50 0.0 51.5 0.0 0.10 .0130 0.0
Cl 305 105 106 0. 1 0.0 1.50 0.0 95.5 0.0 0.10 .0130 0.0
C1 306 106 107 0. 1 0.0 1.50 0.0 56.5 0.0 1.84 .0130 0.0
Cl 308 207 108 0. 1 0.0 2.00 0.0 456. 0.0 0.00 .0130 0.0
* JUNCTION NODES
* JUN GRELEV Z QINST YO
D1 101 4985.8 4979.75 0.0 0.0
D1 102 4987.9 4984.00 0.0 0.0
D1 103 4998.5 4994.46 0.0 0.0
Dl 105 4983.8 4979.48 0.0 0.0
D1 106 4985.0 4979.10 0.0 0.0
D1 107 4984.1 4977.06 0.0 0.0
D1 108 4978.6 4972.00 0.0 0.0
D1 207 49B4.1 4977.06 0.0 0.0
* JUNCTION DETENTION STORAGE DEFINITION
* JSTORE ZTOP ASTORE NUMST (AREA IN ACRES VS. DEPTH IN FEET)
* MODSWMM (1) POND 101 - ON LOT 1 (WQ is modeled by no storage below WQCV)
E1 101 4985.3 -1.0 9
E2 .001 0.0 0.001 0.25 0.001 1.25 0.001 1.81 0.274 2.25
1.00 3.25 1.810 4.25 2.250 4.75 2.713 5.25 3.199 5.75
* MODSWMM (4)POND 102 SWALE POND ON LOT 2
El 102 4987.9 -1.0 3
E2 .001 0.0 0.0054 2.00 0.0276 3.00
* MODSWMM (5) POND 103 FUTURE POND ON LOT 3
E1 103 4998.5 -1.0 6
E2 .001 0.0 0.1505 0.54 0.1867 1.54 0.2253 2.54 0.2664 3.54
0.31 4.54
* MODSWMM (3)POND 107 POND ON NORTH PROPERTY
El 107 4984.1 -1.0 8
E2 .001 0.0 0.001 0.94 0.011 1.94 0.055 2.94 0.172 3.94
.368 4.94 0.641 5.94 1.003 6.94 1.12 7.08 1.23 7.63
* MODSWMM (2)NODE 105 POND ON NORTH PROPERTY
SPH
0.0
0.0
0.0
0.0
0.0
0.0
1 January 30, 2004 Page I of
I
I
1
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J
EXTRAN Input File
IN: 03-102.00
Fort
Collins Vehicle Storage Building
FTC-ULT-2.dat
El
105 4985.3
-1.0
4
E2
.001
0.0
0.001
3.00
0,005
4.67 0.069 5.67
*
ORIFICE
IN POND
107
(for
inlet
control - no real orifice)
*
FROM
TO TYPE
AREA COEFF
ABOVE
*
JUNC
JUNC
(SQ
FT)
INV
F1
107
207
1 3.14
0.65
0.00 0.0 0.0
*
WEIR FLOW FROM
105
(INLET)
TO 107
(NORTHERN POND)
*
FROM
TO TYPE
HGT
ABOVE
LNG COEFF
*
JUNC
JUNC
INV
TO CROWN
GI
105
107
1 2.56
2.92
25.0
2.64
*
FREE OUTLET FROM THE
RIVER
AT JUNCTION
108
I1
108 1
J1
1
*
NUMBER OF
HYDROGRAPHS REQUIRED
FOR
INPUT
K1
5
*
HYDROGRAPHS
FROM MODSWMM BASINS
FROM FILE FTC-VEHICLE.OUT
*
TIME
1
2
3
4
5 (ModSwmm Basins)
K2
101
105
107
102
103
K3
0.000
0.0
0.0
0.0
0.0
0-0
K3
0.083
0.0
0.0
0.0
0.0
0.0
K3
0.167
0.9
0.4
0.5
0.8
0.6
K3
0.250
6.1
2.5
3.2
4.7
4.3
K3
0.333
11.9
4.4
5.5
7.8
8.8
K3
0.417
18.2
6.5
8.2
11.8
13.8
K3
0.500
33.4
11.6
14.4
23.3
25.5
K3
0.583
70.6
22.9
28.6
52.4
55.6
K3
0.667
62.6
16.8
21.0
47.5
55.4
K3
0.750
30.6
6.6
8.2
26.0
33.4
K3
0.833
20.9
4.9
6.1
18.9
25.1
K3
0.917
14.5
3.3
4.2
13.0
18.9
K3
1,000
11.7
2.9
3.6
10.3
15.5
K3
1.083
10.0
2.6
3.2
8.6
13.1
K3
1.167
9.1
2.4
3.1
7.6
11.6
K3
1.250
8.4
2.3
2.9
6.8
10.4
K3
1.333
7.8
2.2
2.8
6.2
9.5
K3
1.417
7.4
2.1
2.7
5.8
8.7
K3
1.500
7.0
2.0
2.6
5.4
8.1
K3
1.583
6.7
2.0
2.5
5.1
7.5
K3
1.667
6.4
1.9
2.4
4.8
7.0
K3
1.750
6.1
1.8
2.3
4.5
6.6
K3
1.833
5.9
1.8
2.2
4.3
6.2
K3
1.917
5.6
1.7
2.1
4.1
5.9
K3
2.000
5.4
1.7
2.1
3.9
5.6
K3
2.083
3.5
1.0
1.2
2.5
4.1
K3
2.167
1.6
0.3
0.4
1.1
2.5
K3
2.250
0.9
0.1
0.2
0.8
1.8
K3
2.333
0.6
0.1
0.1
0.6
1.4
K3
2.417
0.5
0.1
0.1
0.5
1.1
K3
2.500
0.3
0.0
0.0
0.4
1.0
K3
2.583
0.3
0.0
0.0
0.3
0.6
K3
2.667
0.2
0.0
0.0
0.2
0.7
K3
2.750
0.2
0.0
0.0
0.2
0.6
K3
2.833
0.1
0.0
0.0
0.2
0.5
K3
2.917
0.1
0.0
0.0
0.1
0.5
K3
3.000
0.1
0.0
0.0
0.1
0.4
K3
3.083
0.1
0.0
0.0
0.1
0.4
K3
3.167
0.1
0.0
0.0
0.1
0.3
January 30, 2004
Page 2 of 4
' EXTRAN Input File JN: 03.102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.dat
'
K3
3.250
0.0
0.0
0.0
0.1
0.3
K3
3.333
0.0
0.0
0.0
0.1
0.3
K3
3,417
0.0
0.0
0.0
0.0
0.2
K3
3.500
0.0
0.0
0.0
0.0
0.2
'
K3
3.583
0.0
0.0
0.0
0.0
0.2
K3
3.667
0.0
0.0
0.0
0.0
0.2
K3
3,750
0.0
0.0
0.0
0.0
0.1
'
K3
3.833
0.0
0.0
0.0
0.0
0.1
K3
3.917
0.0
0.0
0.0
0.0
0.1
K3
4.000
0.0
0.0
0.0
0.0
0.1
K3
4.083
0.0
0.0
0.0
0.0
0.1
K3
4.167
0.0
0.0
0.0
0.0
0.1
K3
4.250
0.0
0.0
0.0
0.0
0.1
K3
4.333
0.0
0.0
0.0
0.0
0.1
'
K3
4.417
0.0
0.0
0.0
0.0
0.1
K3
4.500
0.0
0.0
0.0
0.0
0.0
K3
4.583
0.0
0.0
0.0
0.0
0.0
K3
4.667
0.0
0.0
0.0
0.0
0.0
'
K3
4.750
0.0
0.0
0.0
0.0
0.0
K3
4.833
0.0
0.0
0.0
0.0
0.0
K3
4.917
0.0
0.0
0.0
0.0
0.0
K3
5.000
0.0
0.0
0.0
0.0
0.0
'
K3
5.083
0.0
0.0
0.0
0.0
0.0
K3
5.167
0.0
0.0
0.0
0.0
0.0
K3
K3
5,250
5.333
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
K3
5.417
0.0
0.0
0.0
0.0
0.0
K3
5.500
0.0
0.0
0.0
0.0
0.0
K3
5.583
0.0
0.0
0.0
0.0
0.0
'
K3
5.667
0.0
0.0
0.0
0.0
0.0
K3
5.750
0.0
0.0
0.0
0.0
0.0
K3
5.833
0.0
0.0
0.0
0.0
0.0
'
K3
5.917
0.0
0.0
0.0
0.0
0.0
K3
6.000
0.0
0.0
0.0
0.0
0.0
K3
6.083
0.0
0.0
0.0
0.0
0.0
K3
6.167
0.0
0.0
0.0
0.0
0.0
1
K3
6.250
0.0
0.0
0.0
0.0
0.0
K3
6.333
0.0
0.0
0.0
0.0
0.0
K3
6.417
0.0
0.0
0.0
0.0
0.0
'
K3
6.500
0.0
0.0
0.0
0.0
0.0
K3
6.583
0.0
0.0
0.0
0.0
0.0
K3
6.667
0.0
0.0
0.0
0.0
0.0
'
K3
K3
6.750
6,833
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
K3
6.917
0.0
0.0
0.0
0.0
0.0
K3
7.000
0.0
0.0
0.0
0.0
0.0
K3
7.083
0.0
0.0
0.0
0.0
0.0
'
K3
7.167
0.0
0.0
0.0
0.0
0.0
K3
7.250
0.0
0.0
0.0
0.0
0.0
K3
1,333
0.0
0.0
0.0
0.0
0.0
'
K3
7.417
0.0
0.0
0.0
0.0
0.0
K3
7.500
0.0
0.0
0.0
0.0
0.0
K3
7.583
0.0
0.0
0.0
0.0
0.0
K3
7.667
0.0
0.0
0.0
0.0
0.0
1
K3
7.750
0.0
0.0
0.0
0.0
0.0
K3
7.833
0.0
0.0
0.0
0.0
0.0
K3
7.917
0.0
0.0
0.0
0.0
0.0
1
January 30, 2004 Page 3 of 4
EXTRAN Input File
JN: 03-102.00
Fart Collins Vehicle Storage Building
FTC-ULT-2.dat
'
K3
8.000 0.0
0.0
0.0
0.0
0.0
K3
8.083 0.0
0.0
0.0
0.0
0.0
K3
8.167 0.0
0.0
0.0
0.0
0.0
K3
8.250 0.0
0.0
0.0
0.0
0.0
K3
8.333 0.0
0.0
0.0
0.0
0.0
K3
8.417 0.0
0.0
0.0
0.0
0.0
K3
K3
8.500 0.0
8.583 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
K3
8.667 0.0
0.0
0.0
0.0
0.0
K3
8.750 0.0
0.0
0.0
0.0
0.0
K3
8.833 0.0
0.0
0.0
0.0
0.0
'
K3
8.917 0.0
0.0
0.0
0.0
0.0
K3
9.000 0.0
0.0
0.0
0.0
0.0
K3
9,013 0.0
0.0
0.0
0.0
0.0
'
K3
9.167 0.0
0.0
0.0
0.0
0.0
K3
9,250 0.0
0.0
0.0
0.0
0.0
K3
9.333 0.0
0.0
0.0
0.0
0.0
K3
9.417 0.0
0.0
0.0
0.0
0.0
'
K3
9.500 0.0
0.0
0.0
0.0
0.0
K3
9.583 0.0
0.0
0.0
0.0
0.0
K3
9.667 0.0
0.0
0.0
0.0
0.0
1
K3
9.750 0.0
0.0
0.0
0.0
0.0
K3
9.833 0.0
0.0
0.0
0.0
0.0
K3
9.917 0.0
0.0
0.0
0.0
0.0
'
K3
K3
10.00 0.0
10.08 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
K3
10.17 0.0
0.0
0.0
0.0
0.0
K3
10.25 0.0
0.0
0.0
0.0
0.0
K3
10.33 0.0
0.0
0.0
0.0
0.0
K3
10.42 0.0
0.0
0.0
0.0
0.0
K3
10.50 0.0
0.0
0.0
0.0
0.0
K3
K3
10.58 0.0
10.67 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
K3
10.75 0.0
0.0
0.0
0.0
0.0
K3
10.83 0.0
0.0
0.0
0.0
0.0
K3
10.92 0.0
0.0
0.0
0.0
0.0
'
K3
11.00 0.0
0.0
0.0
0.0
0.0
K3
11.08 0.0
0.0
0.0
0.0
0.0
K3
11,17 0.0
0.0
0.0
0.0
0.0
K3
11.25 0.0
0.0
0.0
0.0
0.0
K3
11.33 0.0
0.0
0.0
0.0
0.0
K3
11.42 0.0
0.0
0.0
0.0
0.0
K3
11.50 0.0
0.0
0.0
0.0
0.0
K3
11.58 0.0
0.0
0.0
0.0
0.0
K3
11.67 0.0
0.0
0.0
0.0
0.0
K3
11.75 0.0
0.0
0.0
0.0
0.0
'
K3
11.83 0.0
0.0
0.0
0.0
0.0
K3
11.92 0.0
0.0
0.0
0.0
0.0
K3
12.00 0.0
0.0
0.0
0.0
0.0
'
K3
K3
12.08 0.0
12.17 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
K3
12.25 0.0
0.0
0.0
0.0
0.0
K3
12.33 0.0
0.0
0.0
0.0
0.0
K3
12.42 0.0
0.0
0.0
0.0
0.0
'
K3
12.50 0.0
0.0
0.0
0.0
0.0
$ENDPROGRAM
January
30, 2014
Page 4 of 4
'
EXTRAN Output File
JN: 03-102.00
Fort Collins Vehicle Storage Building
FTC-ULT-2.OUT
'
1«m#*HHifYf«1xH*H#+#f##>f>iH**mxxx*imH
* U.S. Emni ental Protection Agency «
* Stomm Water Malt Fbiel (Sii•T7)
* Version 4.4W
Y
'
* MVQSU Beta +
* Release Gate - Nm mrber 23, 1999
* CmP Dresser d ny4 ano Oregon State uray.
* awk Fbore and Wayne Ruler
* Cmpiled usincl mgital Visual Fbrtral 6.0
w#Y*Yµm«µfµfH+1#Hf#>�f}y}}}+HHHHµ}4>+hH#1#
4 by
MH>}«H#MµHH4HD##�411F
Metcalf * Metcalf d Eddy, Inc.
' thuuersity of Florida
* Water Fesauces M>xjineers, Inc. R
* (Now Carp, Dresser and MkXee, Inc.)
* Septmber 1970
#H>*iHf«+H##x*x}H1HHmHmf.rx#x##1xx#1#«#
1
Di.9tmbuted aRi muntairod by
* U.S. &wiraamntal Protection Agency
Center for Expo tam Assesment MxleLing (CEPM) *
'
Ath " 11mirmuental Research laboratory
> 960 College Station Road
* Athens, (A 30605-2720
'
1xwiHHHHHH#>wf}iHHf+#H+>YH#H}H>HHH
* This is a new release of 3M. If any
* problems occur exewtuig this mxlel
* systen, contact Mr. Frank Starra.l,
U.S. dnnranenral Protection, Agency. >
* 706/355-8328 (voice)
* e-maa: starctl@athens.ath.epa.gov '
'
* Or intact Wayne C. Itber at Cregsm St. U.*
* 5411737-6150 or weyne.huber@orst.edu
Or Mxhael F. ^ mmdt at C mp Desser d
' McKee (904) 281-0170 SUMDDF@aN.0a4
#H1H>Hx>f>w1f 1mf*f4HH W #Hww*#4m>+#w>1f H
* This is an int)1orentation of EPA S*M 4.4GU
# RSature is full of infinite causes vlach
I
* have never occurred in expmence- da Vinci
f«Hm4mmHHm1HHHHmYHmf+HWH1f>
###N##N##########X##i4##N###N#8##If##########
# File raves by S*M Block #
# Jn4 -> Input to a Bloch #
# .3= -> Oagmt from a Mock #
'
JiN for Block # 1 File # 0 save32.pm
XUI for Block # 1 File # 0 save32.pm
##################X#NXN#XN
# Scratch file hams for this strulatim. X
'
###########X#XII##Ik#X XbX$R11110100111@1 ll#N###
NSCRAT # 1 Me # 1 Sa=,UF
iY14h«+»Rf14HH414###1Hf#fYf#>#}HHHM44#H##±
Parameter values on the Tapes Comm Black
Hf f#HmH+H>HHH4#HH4HH>+#H#aH1HmH#
1
'
January 11, 11104
Page I of 37
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
'
Number of Sr =chants in the Runoff Block W...... 10DO
Number of Channel/Pipes in the Iu noff Block (NG) ......
1000
Nuxrber of Corrections to Runoff Chanel s/Inlets (N.P)
. 6
Number Of Water 03ali.ty Constituents =UALI..........
20
'
Nsdier of Runoff lard Uses per Subcatdnent (N LM .....
20
Nmber of Grasdwater Sulxatclrrents in Ruoff (") ...
100
"ber of Interface locations for all Blocks (REE)....
1000
Number of Elerentsin the Transport Block (Wr).......
500
Number of Storage Junctions in Transport (RISE) .......
100
Reber of Transport interface input locations (NIM)..
500
Nmber of Transport interface Output locations (MM) .
500
Harbor of Transport input locations on R lines (N nsH .
80
Number of Transport printed output locations WIM) ...
Number of Tabular Flan Splitters in Transport (NrSP)..
80
50
Runner of Elements in the Ektran Block (NEE) ..........
4000
Narber of Pulps in Ektran (REP) .......................
75
Number of Orifices in EXtran (NEW ....................
200
Nknbei of Tice Cates/ETee Cutfalls in EMran UTIG)....
200
'
Number of Elctran Weirs(NE14)..........................
400
Number of E xtran Printout locations (M) .............
150
Nlurber of Tide Flenents in Entrap (NIE)...............
50
Nmd of Natural Chwmis (HNC) ......................
Nuer of Storage ar tions in Ektran UNSE)..........
1200
1000
Runner of Tine History Data Points in N.lctran (RIVAL)..
500
Number of Data Points for Variable Storage Elments
in the Ektran Block(NVSr)..........................
25
Number of Input Hydrographs in Dctran (NEH)...........
500
'
Number of Alloable Charnel Connections to
Junctions in the Ektran Block (N7N)................
15
Number Fain Cages in Fain and Ruoff (tA W) ..........
200
'
Number PRATE/VPA1E Aunts for Duran Pump
Irput(M*(PRA)......................................
10
Nmmter of Variable Crifi, in Ektran (NVCREI .........
50
Number of Variable Ccifice Data Points WVGTH,D.......
50
amber of nllrnahle Precip. Values/yr in Pain (law.
5000
Mxde of Storm Events for Pain Analysis (Iffia 4)..... 200DO
'
Runner of Plugs for Plug -flaw in S/T (NWZ)..........
3000
Harker Ca ctuits for Ektran Results to ASCII
File (NOWT) .......................................
400
* Entry wade to the ESE = TRANSPORT NIDEL, (EQFAN)
developed 1973 by Carp, Dresser and McFee (CM) with
'
* acc itications 1977-1991 by the University of Florida.
#
*
* Most xeomt update: Mazda 1999 by CEM, Oregon
'
State University, and XP Software, Inc.
1
E NVIECRIEdrAL PPQrII CN AGENCY E}'.fIMM
TPANSPCPT PROCFAM NA'lEAR RESOURCES DSVISICN
'
WASHIM31CN, D.C.
#11x CAMP n;u= 6 m3m INS.
..+{
ANAUfSIS M X1LE #{x% NOPN N E, VIRGINiq
FCPT 03,LMS VEHICLE S'RR*ISE - EXTPAN
'
WI-2004 TEC, FTIE:FIC-UL1�2:LY�T
Control infonreti.co for s rulat'm
'
Integration cycles ................. 432DO
Iagth of integration step is...... 1.00 semrk
'
Sin lation length .................. 12.00 horns
Create equivalent conduits based
on the m"'Rr condition (ro local
January 11, 11114
Page 2 of 37
'
' EXTRAN Output File
Fort Collins Vehicle Storage Building
1
1
1
1
1
1
1
L
1
1
IN: 03-102.00
FTC-ULT-2.OUT
losses) ............................ 1
Use U.S. amtaoary units for I/o... 0
Printing starts in cycle........... 1
Intenrediate printout intervals of. 500 cycles
Intermediate printout intervals of. 8.33 minutes
Sumery printout intervals of...... 500 cycles
Sumery printout titre interval of.. 8.33 minutes
Hot start file parameter (JREDO)... 0
Initial tore (TZEAO)............... 0. DO hou s
Sus is tine displacement fr JIN interface file starting date/time Wen
interface file is used.
This also da� starting hour in LO line hydrograph input Wean F3
lines are used.
Initial date (default) ............. 19880101 (yr/m/day)
NOTE: Initial date from JIN anterface file Will be used, if amassed,
unless MA= is negative.
Iteration variables: ITt91X......... 30
SUR1C8......... 0.0500
Default surface area of jurtctiars.... 12.57 square feet.
MRM VERSION 3.3 SOIUITC4. (ISO. = 0).
Sum of junction flan is zero during surcharge.
NFL FLOW OMM MEN TFE WATER
SUPIRM SLOPE IS LESS THAN THE
GFOOM SURFACE SIDE (tbOPER0) ....
RM MPUT h))II40GFLAM J=CtQtS.... 5
Printed agTut for the follmang 5 Jurtions
101 102 103 105 107
Printed output for the follawdng 4 Conduits
301 305 308 90008
INLER41IATE 127EM IDES ARE PRiNrED AS IN OtIGIML PPLI3nPM
Its ARE ➢EUTU N AS IN ORIGn9a, PROC M
MMM IF UTTS CN Cl ME MIST DAL IFT 1JAM S'EDLTO4 IFITIH ENIIISD ON THE C3 OR )a LINES (IKM = 0)
JELEV - 0 (DEFAULT). SfAT NPD IWM ARE DEP6 EOI ELEVATIONS,
JMV - 0 - Muumm of normal or critical depth will be used at free antfalls (I1).
Ciaractenstic depth for M2 and S2 water surface profiles will be computed as in previous versions of EXnW (Uw2 = 0).
SEDII+OV DEPM WLLL NJT BE READ E%M Cl I.IlIErS
Intermediate anrinuity output will not be created
Et1Tr 033.12E VEHICLE SIMAE - EMW
,IV-2004 TEL. ETIE:FX-MT-2.MT
wwww FJiTEE D TRAISPOU' PROGRAM ##+#
k#** wwH
***" FI•IALYSIS M2ULi'. *»+
^'•Vls• •I»til•'YS Y Y•
Y• II V9'AVIY Yri9 1
' January 3Q ""
Page 3 of 37
' EXTRAN Output File
Fort Collins Vehicle Storage Building
*}fx#41f#11}%}>#Y+*w>#Y+x*}#x+1.Y}}4}f4Y#»Y>'}}*1:}f44e
Dmrdutt Data
###f 4f#i4+xY}t>'}11f41fi#1x#i+#>##}+w}wf
xMY4Hx#>xflf
MP Can1T LEmm CQ4Q11T
MX WIETH
DEEM
JON CCIOS
G./QAMA
NUM NUMBER (FT) CLASS (SET) COEF.
(FT)
(FT)
AT THE ENDS
1 303 350. CIFCMAR
2.41 0.01300
1.75
1.75
103
2 302 175. CIRCULAR
7.07 0.013DO
3.00
3.00
102
'
3 301 52. CIRCULAR
1.77 0.01300
1.50
1.50
101
4 305 96. CIRCULAR
1.77 0.01300
1.50
1.50
105
5 306 57. CIRCULAR
1.77 0.0130D
1.50
1.50
106
'
6 308 456. CIRCULAR 3.14 0.01300
2.00
2.00
207
' Equivalent Conduit Volume Analysis
#
InPut full depth volume.........
3.8710E+03 chic
feet
'
full
l depth volme..............
3.8710E+03 cubic
feet
New velure / Old volum ratio......
1.0000
I
NVIFCRIDI R. L'tmCFL1TGN AGENCYEC1
EAGENCY
++4+ FSLi9
TPPI1 TOU
PICOLPM
cNsEDlNCICN, D.C.
4aa+
Y}+}Y
a4x+
ANALYSIS M U E
f+>+
JN: 03-102.00
FTC-ULT-2.OUT
ITT= HEIGHr TRAPEZOID
ABOVE JUNCTIONS SIDFi SLOPES
102
0.00
0.20
101
0.00
1.11
105
0.00
0.10
106
0.00
0.10
107
0.00
1.84
108
FORT COLLINS VEHICLE S1IIiaLE - EXIMN
'
JAN-2004 TEE, FIT :FTC-ULT-2.EAT
1
a*�****Nx#%x#fY##1fh%*hY:M:h%%{
Junnct.im Data
INP
JOd,TIGN GRC UlD CKM INVERT
Q=
INITIAL,
0a%wtI:ND a2mmTS
N(M
MIEFR ELEV. ELEV. ELEV.
CES LEFM(FT)
'
1
101 4985.80 4983.86 4979.75
0.00
0.00
302 301
2
102 4987.90 4987.00 4984.00
0.00
0.00
303 302
3
103 4998.50 4996.21 4994.46
0.00
0.00
303
4
105 4983.80 4981.08 4979.46
0.00
0.00
301 305
'
5
106 4985.00 4980.70 4979.10
0.00
0.00
305 306
6
107 4984.10 4980.40 4977.06
0.00
0.00
306
_> Warning all =abuts wing to Juuctird
107 lie above the Junction incest.
7
108 4978.60 4974.00 4972.00
0.GO
0.00
308
8
207 4984.10 4979.06 4977.06
0.00
0.00
308
_>
KNJV O 1!! THE INVERT O'CCNLUIT
306 LIES
ABODE THE
CFM OF ALL C3N= AT JUL71CN
1
n• a v•'•• a • yea
EOS O7LL.7NS VEHICLE S'1CRM£ - DMAN
JAN-2004 TEC, FIT ;FM-MT-2.=
107
EXIMM TRA SP RP RC(RAM xxxx MW R RESOURCES DIVISION
CAW DRESSER d ML@E INC.
x+4: ANALYSIS MODULE a4af AINNANEALE, VIRGINIA
44xaf#Y++f}hxxx%%s+>afa#a+#x+1*}}x+Ifaafafax}a}w}xxa*Y
' ST IXE JOCTTON DATA SLZ444M
*+#++1}wwawaY+}+++++#x+xxxxxx+saaxaxaaxxxxxxxaxxaaxx%+
NI9XI4N OR
PEAK OR
CROW
SMWE 0LMrION JUNCMCN C3NSTfW
SURFACE COISTW
VCISME
ELEVATION
N(Affi2 OR EPNE TYPE
AREA (FC2)
(CORK FEET)
(ET)
101 VPRIAH E
118178.28
189924.22
4985.300
102 VARIABLE
1202.26
997.52
4987.900
103 VARIABLE
13503.60
41362.62
4998.500
107 VARIABLE
43690.68
76227.38
4984.100
WAAN11C - MCM IS GFWJM TRAM GRXND ELEVATION.
OCOND ELEVATION IS SEC TO MU N + 0.1
KWIIN^m - I9 M M S(IIti RKE ELEVATION IS TESL THAN GROUND ELEVATION. 5111MMREE EZ&S=C N IS SET E JU AL TO THE GROUND ELEVATION
105 VARIABLE
3005.64
1960.64
4985.300
' January 10, 2004 Page 4 of 37
'
EXTRAN Output File
JN: 03-102.00
Fort Collins Vehicle Storage Building
FTC-ULT-2.OUT
'
#rrWWraf*wrwr}***+*++xa+*-*aa»aa*wr**aaa+a*a#
* CRIME LAM
+aaaaaa*aa+aaaa+awwaw**#>*+aaaaaawww**r+*+#w#
'
FRM TO AREA DISCHARGE
HEIGHT ABCW M''IISiQIIAR CRIFICE
JUNCTICN J[WrICN TYPE (M) CIEMCIINT
OUCrICN (FT) DEPTH WIDTH
107 207 1 3.14 0.650
0.000
'
_> ETIVAIEW CEIYILIAR PIPE IIdEC1d maq EIR CRIFICE R
1
(117LT7IT NII43M.......................... 90007
PIPE DLaPff.M........................ 2,11
'
PIPE LENGTH .......................... 200.00
PW1341 M RCTJGHWS.S................... 0.01269
INVENT E[EVATTCN AT OP'12WM END..... 4977.0601
IN = EfEVATICN AT LTI@14IRM END... 4977.0503
r
WETR DATA +.
'
EiYM TO LINO CFM WEIR WEIR
DISaPA,E SUFMEHMM NIMEER CF DD V-NOTtH MME
SE7JTID DISCHAKE
JCNCITCN J[NMCN NQffit TYPE HEIGHT(FT) TOP(FT) IPNM(FT)
OCEFEZC1ENT DJ;AITCN MMIPMOE OR SIZE sa
CCEEEIC@tp
'
105 107 90008 1 2.56 2.92 25.00
2.6400 0 0.0 0.0000
O.DD
' * FREE CLYNALL DAM (UM GROW I1) y
* PO18M1[lY CINDITIQ4 CN ESUA (iC(7P J1
fiiW#WWRYi#i*}i}W}}#Y##}k#ii}ifii}}i}}}k*}#ikii}}#
'
CU AIL AT JCR[.TICN.... 108 HAS BCU ARY C(NDTTICN NUABE.R... 1
1
ENu17RC114MmL PROLE a4 7KiI4CY ,++x EXTENDED TIV4EF(III' PRCGI7M ++x«
Si41TER F DIVISICN
'
W %L[WaM, D.C. s+++ >#++
x+# ANALYSIS MXCIE
CAME tRF= b MIIm TNC.
MW AIE, VIIYD297A
F(RT CCLLINS VEHICLE STOPPLE - EMAN
JA012004 TEC, FIIE:FrC:-U1T-2.DAT
+x»>**>r>xr##+####wR+x#>+>*##r####rrxrx>#+*#+>rf*
'
* ivna 1L cawLTIVITY INFCES MCN
#*W*#xi+x*xwir}WwrWx}WWx#**WRrx»wr##r#*x##*x#+ra}
CCNQIIT JUNMC 4 JUNLTICN
90007 107 207
'
90008 105 107
90009 108 0
1
'
±#WWW>+»raa}wrw#rax#f>r#>*+f*f#f»r#rrrrr#x+#xxw+rxr
" BOLIMARY Cl.EB)= II4FLRNCTTCN
EAM C ;CM JI-J4
#w#xx**Rx*>*f#++###r#xf#*+ynx>r*xr#fr+frr++++####+#>#
'
BC N[P9ER.. 1 HAS NO CQ41R7L WATER Suva- C .
TZEFO - 1988001 0.0000000E7+00
IMM-114W NYDFCGWP}E (MM (iaTS IC-IO)
+
" FJI[mct 5 jurcdon ITb an each IQ line. "
##4*xk*+>Rr#r#rr#r#Y##r##++#+x###}k#>#R**R*ff*frM
1
January 30, 2004
Page 5 of 37
' EXTRAN Output File
Fort Collins Vehicle Storage Building
JN: 03-102.00
FTC-ULT-2.OUT
' NJS4 MM ICCATICNS FRCM IQ LINES:
101 105 107 102
1
1
a�yl�s, .Sa.rvt -,• o• • .ca
FCW CCUMSE; VEHICLE STURA1£ - E%1 M
JAN-2004 TEC, F1LE:FTC-tMT-2.DAT
#www+++x+++xww++wwwwww+w+++++++++++
* INITIAL t4]E[. CQIIDITIQ4
* INITIAL TIME = 0.00 FOURS '
103
+w++ EXIENIM TRANSPW 21'C M x+x.
+++x ANALYSIS MODULE wwww
J@OTIQ4 / DEPTH / ELEVMC14
=> "* JONCTIQ4 IS SOFII#1R®.
101/ 0.00 / 4979.75
102/ 0.00 /
4984.00
103/
0.00 / 4994.41
105/ 0.00 / 4979.46
106/ 0.00 /
4979.10
107/
0.00 / 4977.0(
108/ 0.00 / 4972.00
207/ 0.00 /
4977.06
Ca=/ ELW 021rU1T LIM; THE NCMd L FICW OP1TQ4.
303/ 0.00 302/
0.00
301/
0.00
305/
306/ 0.00 308/
0.00
90007/
0.00
9D008/
90009/ 0.00
0ONEUIT/ VELCLITy
303/ 0.00 302/
0.00
301/
0.00
305/
306/ 0.00 308/
0.00
90007/
0.00
O;m=/ csms SEI cNAL APEA
303/ 0.00 302/
0.00
301/
0.00
305/
306/ 0.00 308/
0.00
900m/
0.00
CJamm/ NYMAULIC RADIOS
303/ 0.00 302/
0.00
301/
0.00
305/
306/ 0.00 308/
0.00
90007/
0.01
03=/ UP'TPOW MANSTRE M ELEVATIQ4
0.00
0.00
0.00
1 11
1 11
303/ 4994.46/ 4984.20 302/ 4984.00/ 4980.86 301/ 4979.75/ 4979.58
305/ 4979.48/ 4979.20 306/ 4979.10/ 4978.90 308/ 4977.06/ 4972.00
90007/ 4977.06/ 4977.06
########################################
_> Systan inflows (data cguQ� K3) at 0.00 hays ( J nc Um / Infl.ow, cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
#######################N################
_> System inflo5 (data 9rcW K3) at 0.08 haul ( Jmctim / Infl.cw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E-00
##########################0#40##########
#############0 ##################N######
_> System Inflows (data gip R3) at 0.17 taus (.J=tim / Inflow,cfs )
101/ 9.00E-01 105/ 4.00E-01 107/ 5.00E-01 102/ 8.00E-01
########################################
CYCLE 500 TIME 0 HRS - 8.33 M114
JUNCTION / DEPTH / FIEVATIQ4 -> JUNCTION IS SU%7Y+fiEp.
101/ 0.41 / 4900.16 102/ 0.16 / 4984.16 103/ 0.06 / 4994.52
105/ 0.41 / 4979,90 106/ 0.35 / 4979.45 107/ 0.36 / 4977.42
108/ 0.00 / 4972.00 207/ 0.02 / 4977.08
0:Nc=/ 117LW => ^+." 0 NDUIT OS ES THE NcPMAL FZ ctrrm.
303/ 0.06 302/ 0.47 301/ 0.93 305/ 0.89
306/ 0.75 308/ 0.00 90007/ 0.18 90008/ O.DO
90009/ 0.00
• I• Y•1•. Y' M 5
103/ 0.00E+00
103/ 0.00E+0D
103/ 6.00E-01
January 30, 2004
Page 6 of 37
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
1
I
1
[]
1
1
########################################
_> System inflows (data grorp K3) at 0.25 lours ( ,unction / Inflw,cfs )
101/ 6.10E+00 105/ 2.50E+00 107/ 3.20E+00 1021 4.70E+10
########################################
########################################
_> System inflows (data group K3) at 0.33 hours ( Junction / Infl.w,cfs )
101/ 1.19E+01 105/ 4.40E+00 107/ 5.50E+00 102/ 7.80E+00
#############################N########NN
CYCLE 1000 TIFF 0 HRS - 16.67 Mew
JU\MCN / = / ELEIrATICN => "* JUNCII04 IS SU[Y.TPEtiM.
101/ 2.07 / 4981.B2 1021 0.61 / 4984.61 103/ 0.36 / 4994.82
105/ 2.11 / 4981.59 106/ 1.62*/ 4900.72 LOW 2.16 / 4979.22
108/ 1.01 / 4973.01 207/ 1.01 / 4978.07
CUUM/ FIEW _> "*" CZI= USES THE NLF MXL FLOW OPfICN.
303/ 2.56 302/ 8.05* 301/ 6.94 305/ 10.00
306/ 9.96 308/ 12.17 90007/ 12.51 90008/ 0.00
90009/ 12.17
########################################
_> System inflows (data gam@ IQ) at 0.42 hers ( Junction / Inflcw,cfs )
101/ 1.82E+0I 105/ 6.50E+00 107/ 8.20E+00 102/ 1.18E+01
######################N#N###############
CYCLE 1500 TINE 0 HR9 - 25.00 NON
JM=ICN / DEPM / E(EVMCN => "*" JMLMC w IS SUFiTiFl[m).
101/ 2.68 / 4982.43 102/ 0.98 / 4984.98 103/ 0.69 / 4995.15
105/ 2.67 / 4982.15 106/ 1.84*/ 4980.94 107/ 2.91 / 4979.97
108/ 1.26 / 4973.26 207/ 1.26 / 4978.32
021UTTr/ F10A => "*" CQNS7IT USES THE NaM1, FUN OPII04.
303/ 8.96 302/ 20.49" 301/ 7.70 305/ 11.80
306/ 11.80 308/ 17.12* 90007/ 17.53 90008/ 2.36
90009/ 17.12
######################p########q#######X
_> System inflows (data group K3) at 0.50 hours ( Junction / Inflow,cts 1
101/ 3.34E+01 105/ 1.16E+01 LOW 1.44E+01 102/ 2.33E+01
##############11################A########
####4##########0######4###########0#####
_> System inflows (data group K3) at 0.58 haul ( Junction / Inflow,cfs )
101/ 7.0W&01 105/ 2.29E+01 LOW 2.86E+01 102/ 5.24E+01
################################X#######
S010P Y£ 0>EFt2CIWr OF WEIR 90008 = 0.32897 X-= AREA = 9. OOOOJ
WMIAIUU PIPE MUM = 200.00000 AT TIME (HaRS) = 0.52
CYCLE 2000 TIME 0 FRwS - 33.33 MN
JUX-M07 / OFF1H / E1LX=C14 => JLW=C1 IS SO%}mm.
101/ 3.49 / 4963.24 102/ 1.94 / 4985.94 103/ 1.36 / 4995.82
105/ 3.22 / 4982.70 106/ 2.67*/ 4981.77 LOW 4.16 / 4981.22
108/ 1.n / 4973.77 207/ 1.82 / 4978.86
CIMUST/ Flaq "*" CCEq= i15E5 TEE Nal-AL EI4W OPIICN.
303/ 25.76* 302/ 66.74* 301/ 10.76 305/ 10.39
306/ 10.39 30B/ 25.52 90007/ 26.31 90008/ 19.33
90009/ 25.52
##############X#########################
_> System inflows (data group 1(3) at 0.67 haws ( Junction / Inflw,cfs )
101/ 6.26E+01 105/ 1.68E+01 107/ 2.10E+01 102/ 4.75E+01
X#####################A###########XA####
################################p#####4#
_> System inflows (data grail K3) at 0.75 taus ( Jincti.m / Inflw,cfs )
103/ 4.30E+00
103/ 8.80EF00
103/ 1.38E+01
103/ 2.55E+01
103/ 5.56E+01
303/ 5.54E+01
1 January 10, 2014 Page 7 of 37
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
' 101/ 3.06E+01 105/ 6.60E+00 107/ 8.20E+00 102/ 2.60E+01 103/ 3.34E+01
#########################II##############
' CCIE 2500 TIME 0 HPS - 41.67 MM
JON,TICN / DEPTH / ELEVATION => JU C17CN IS SU1 I .
101/ 4.42 / 4984.17 102/ 1.99 / 4985.99 103/ 2.B0 / 4997.26
105/ 3.58 / 4983.06 106/ 3.46'/ 4962.56 107/ 5.21 / 4982.27
' 108/ 1.80 / 4973.80 207/ 2.50*/ 4979.56
0CI11EITT/ FIUA Oai= USES THE FR1IIYfE, EIIW OPMON.
303/ 28.41 302/ 69.44* 301/ 15.37 305/ 7.66
306/ 7.66 308/ 26.94 90007/ 26.94 90008/ 21.16
90009/ 26.94
########################################
_> System inflows (data gcaip K3) at 0.63 hours ( Junction / Inflow,cfs )
101/ 2.09E+01 105/ 4.90E+00 107/ 6.10E+00 102/ 1.89E+01 103/ 2.51E+01
################################q####4##
########################################
�> Systm inflows (data gawp 10) at 0.92 haws ( J=ticn / Inflow cfs )
' 101/ 1.45E+0l 105/ 3.30E+00 107/ 4.20E+00 102/ 1.30E+01 103/ 1.89E+01
########################################
C= 3000 TIFF 0 HRS - 50.00 KN
' JUbK=, CN / DEPTH / ELEVATION => "*" JUCTICN IS SUPCH%RG D.
101/ 4.80 / 4984.55 102/ 158 / 4985.58 103/ 3.02 / 4997.48
305/ 3.48 / 4982.96 106/ 3.53*/ 4982.63 107/ 5.38 / 4982.44
' 108/ 1.81 / 4973.81 207/ 2.62*/ 4979.68
CLiuu/ F1ZW => ,•*^ CUICUPI USES THE NU M1L EI44 OPTIM.
303/ 29.74 302/ 48.61* 301/ 18.45 305/ 6.17
306/ 6.17 308/ 27.22 90007/ 27,22 90008/ 17.17
90009/ 27.22
########################################
_> System inflows (data gtap K3) at 1.00 houts ( Jowtion / Inflar,cfs )
' 101/ 1.17E+01 305/ 2.90E+00 107/ 3.60E+00 102/ 1.03E+01 103/ 1.55E+01
########################################
CYCLE 3500 TIME 0 FPS - 58.33 MEN
t JU CTUON / DEPTH / ELE+/A1TCN -> "*" JUKMCN IS SUR?RIlS3D.
101/ 5.00 / 4984.75 102/ 1.40 / 4985.40 103/ 2.59 / 4997.05
105/ 3.46 / 4982.94 106/ 3.53*/ 4982.63 107/ 5.39 / 4982.45
' 108/ 1.81 / 4973.81 207/ 2.62*/ 4979.68
Oct=/ FIEW -> "*" OS= USES THE NCR4;L FILW OPTION.
303/ 29.58 302/ 39.571 301/ 19.67 305/ 5.99
306/ 5.99 308/ 27.21 90007/ 27,21 90008/ 16.72
90009/ 27.24
########################################
_> Syste4 inflcws (data crop K3) at 1.08 lours ( Junction / Inflcw,cfs )
' 101/ 1.00E+01 105/ 2.60E+00 107/ 3.20E+00 102/ 8.60E+0D 1.03/ 1.31E+01
#######################################II
########################################
_> System infl.ays (data gmp K3) at 1.17 haws ( Junction / Inflow,cfs 1
' 101/ 9.10E+00 105/ 2.40E+00 107/ 3.10E+00 102/ 7.60E+00 103/ 1.16E+0l
########################################
CYCLE 4000 TIME 1 HPS - 6.67 KIN
JUWTICN / DEPTH / ELEVATION => "* JUNMCN IS SUMiWiXED.
101/ 5.13 / 4984.88 102/ 1.33 / 4985.33 103/ 1.83 / 4996.29
105/ 3.45 / 4982.93 106/ 3.51*/ 4982.61 107/ 5.36 / 4982.42
' 108/ 1.81 / 4973.81 207/ 2.60*/ 4979.61
lanuary 30, 1011 Pagc 8 of 37
I
I
1
i
1
I
1
i
i
EXTRAN Output File
1N: 03-102.00
Fort Collins Vehicle Storage Building
FTC-ULT-2.OUT
01cm/ Ej cw �> "x" Cr34= I nE #1IM FUR CPPIM.
303/ 26.90 302/ 36.42+ 301/ 20.43 305/ 6.06
306/ 6.06 308/ 27.20 90007/ 27.20 90008/ 16.91
90009/ 27.20
########################################
_> System inflows (data group 10) at 1.25 touts ( Junction / T^flow,cfs )
101/ 8.40E+00 105/ 2.30E+00 107/ 2.90E+00 102/ 6.80E+00 103/ 1.04E+01
########################################
CYCLE 4500 TIME 1 HRS - 15.00 MEN
JMMCN / UEPM / ELEVATICN => "+" Jf =(N IS S(H]WIG D.
101/ 5.22 / 4984.97 102/ 1.09 / 4985.08 103/ 1.05 / 4995.51
105/ 3.44 / 4982.92 106/ 3.49x/ 4982.59 107/ 5.34 / 4982.40
108/ 1.81 / 4973.81 207/ 2.59"/ 4979.65
Cal=/ FUN => ••+•• CCfU= USES THE t RIAL PILN CMCN.
303/ 17.95 302/ 25.01x 301/ 20.95 305/ 6.14
306/ 6.14 308/ 27.16 90007/ 27.16 90008/ 17.12
90009/ 27.16
###############f########################
®> System inflows (data group 93) at 1.33 he= ( Junction / Inflow,cfs )
101/ 7.80E+00 105/ 2.20E+00 107/ 2.80E+00 102/ 6.20E+00 103/ 9.50E+00
########################################
########################################
_> Systm inflows (data group 143) at 1.42 hours 1 Junction / Inflow,cfs )
101/ 7.40E+00 105/ 2.10E+00 107/ 2.70E+00 102/ 5.80E+00 103/ 8.70E+00
CYCLE 5000 TIME 1 HRS - 23.33 MIN
JON CN / 0EM / ELEzJATIQ4 -> "'" JUtCTIM IS SUFOMRa).
101/ 5.25 / 4985.00 102/ 0.89 / 4984.89 103/ 0.78 / 4995.24
105/ 3.42 / 4982.90 106/ 3.47+/ 4982.57 107/ 5.31 / 4962.37
108/ 1.81/ 4973.81 207/ 2.57+/ 4979.63
CQ+=/ MOW => "x" 0a,=T fff.ES 'THE Na;bM FUN CPTICN.
303/ 11.00 302/ 17.00+ 301/ 21.21 305/ 6.16
306/ 6.16 308/ 27.12 90007/ 27.12 90008/ 17.19
90009/ 27.12
########################################
_> Systan inflows (data group tO) at 1.50 hours ( 'mmr+im / Inflow,cfs )
101/ 7.00E+00 105/ 2.00F.n00 107/ 2.60E+00 102/ 5.40E+00 103/ 8.10E+00
########################################
########################################
_> System inflows (data group &3) at 1.58 boas ( Junction / Inflow,cfs )
101/ 6.70E+00 105/ 2.00E+00 107/ 2.50Et00 102/ 5.10E+00 103/ 7.50E+00
#############N##########################
CYCLE 5500 TIME I WS - 31.67 t404
J[PUMM / 1EPTH / EIEVATICN _> "•" JC=CN IS St
101/ 5.25 / 4985.00 102/ 0.83 / 4984.83 103/ 0.69 / 4995.15
105/ 3.39 / 4982.87 106/ 3.44x/ 4982.54 107/ 5.29 / 4982.35
108/ 1.81 / 4973.81 207/ 2.55x/ 4979.61
Q2d001T/ FI[W -> "'" 0240 = USES THE NCR -AL F11W CPTIM.
303/ 8.77 302/ 13.94 301/ 21.37 305/ 6.17
306/ 6.17 308/ 27.08 90007/ 27.08 90008/ 17.21
90009/ 27.08
###################X####################
_> System infLcM (data group R3) at 1.67 hours ( Junctim / Inflow, cfs )
101/ 6.40E+00 105/ 1.90E+00 107/ 2.40E+100 102/ 4.80E+00 103/ 7.00E+00
#############X######################q###
January 30, 2004
Page 9 of 37
' EXTRAN Output File
Fort Collins Vehicle Storage Building
' CYCLE 6000 TIME 1 HBS - 40.00 MIN
1
I
I
1
1
1
1
JLI LMCN / DEP1H / E[FVATIM => "*" JUQCITW Is SUES.
101/ 5.25 / 4985.00 102/ 0.88 / 4984.88 103/ 0.63 / 4995.09
105/ 3.36 / 4982.84 106/ 3.41*/ 4982.51 LIM 5.26 / 4982.32
108/ 1.81 / 4973.81 207/ 2.53*/ 4979.59
caq=/ F1¢4 => "*" 01MMT USES TIM Na+X FIGV QMW.
303/ 7.60 302/ 12.44 301/ 21.48 305/ 6.17
306/ 6.17 308/ 27.04 90007/ 27.04 90006/ 17.21
90009/ 27.04
##########II######II####II###############If#
_> System inflows (data group K3) at 1.75 hours ( Junction / Inflow, cfs )
101/ 6.10E+00 105/ 1.80E+00 107/ 2.30E+00 102/ 4.50E+00
########################################
#####################################It##
_> System inflows (data group IQ) at 1.83 hours ( Ju ctim / Inflow,cfs )
101/ 5.90E+0D 105/ 1.80E+00 107/ 2.20E+00 102/ 4.30E+00
###############X########X##########X####
CYCLE 6500 T12-E 1 HM - 48.33 MM
JOC4=CK / LJE= / E=TIW -> "*" J=MCN IS SUTICHA kD.
101/ 5.23 / 4984.98 102/ 0.88 / 4984.88 103/ 0.6D / 4995.06
105/ 3.33 / 4982.81 106/ 3.38*/ 4982.48 107/ 5.22 / 4982.28
108/ 1.80 / 4973.80 207/ 2.51*/ 4979.57
MOM/ Hail => "*" CC[= USES IIE NiC[?44L FILW CMCN.
303/ 6.80 302/ 11.18 301/ 21.57 305/ 6.17
306/ 6.17 308/ 26.98 90007/ 26.98 90008/ 17.21
90009/ 26.98
##############If it N it######################
-> System inflows (data grail K3) at 1.92 hours ( Jur tim / Inflow,cfs )
101/ 5.60E+00 105/ 1.70E+00 107/ 2.10E+00 1021 4.10E+00
##X############M###########M############
######M#############################MM M#
-> Systen.inflca (data grail K3) at 2.00 hours ( Junction / Inflow,cfs )
101/ 5.40E+00 105/ 1.70E+00 107/ 2.10E+00 102/ 3.90Er00
########################################
tCY= 7000 TIME 1 HFS - 56.67 MEN
1
1
1
J[ T=C14 / DEPTH / EII' WTCN -> "*" J[ NMCN IS 9-TU +IGM.
101/ 5.21 / 4984.96 102/ 0.88 / 4984.88 103/ 0.57 / 4995.03
105/ 3.29 / 4962.77 106/ 3.34*/ 4982.44 107/ 5.19 / 4982.25
108/ 1.80 / 4973.80 207/ 2.48*/ 4979.54
CGt=1 FIGA "*" Ca= USES THE N344IL FIM CYITW.
303/ 6.18 302/ 10.18 301/ 21.65 305/ 6.16
306/ 6.16 308/ 26.92 90007/ 26.92 90008/ 17.19
90009/ 26.92
########################################
-> System inflows (data gray K3) at 2.08 haws ( Ar tim / Inflow,cfs )
101/ 3.50E+00 105/ 1.00E+00 107/ 1.20E+00 102/ 2.50E+00
###############1100#49######II II###########
##################X########41#09######04
_> System inflrwc (data group K3) at 2.17 hours ( Junctim / Inflaw,cfs )
101/ 1.60E+00 105/ 3.00E-01 107/ 4.00E-01 102/ 1.10E+00
##################################If#####
CYCLE 7500 TIME 2 HPS - 5.00 K24
JUNCTIW / DFPIN / E[EVATIW => "*" J=CN IS SUMPA a).
101/ 5.17 / 4984.92 102/ 0.87 / 4984.87 103/ 0,52 / 4994.98
103/ 6.60E+00
103/ 6.20E+00
103/ 5.90E+00
103/ 5.60E+00
103/ 4.10E+00
103/ 2.50E+00
JN: 03-102.00
FTC-ULT-2.OUT
1 .January 10, 2114 Page 10 of 37
EXTRAN Output File 1N: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
LEI
1
105/ 3.22 / 4982.?0 106/ 3.28+/ 4982.38 107/ 5.14 / 4982.20
108/ 1.80 / 4973.80 207/ 2.45*/ 4979.51
oac=/ FIEW => "*" QI41M USES 1IE NMIAL FUN CPnCN.
303/ 5.22 302/ 7.80 301/ 21.84 305/ 6.04
306/ 6.04 308/ 26.85 90007/ 26.85 90008/ 16.82
90009/ 26.85
####################it######it############
_> System inflO (data group K3) at 2.25 tours ( Junction / Inflow,ofs )
101/ 9.00E-01 105/ 1.00E-01 107/ 2.00E-01 102/ 8.00E-01
########################################
CYCLE 8000 TUE 2 HR4 - 13.33 MW
JUtIX.TICN / DME / FT,MMI(N => "*" JL#=CN IS SOld7lUGM).
101/ 5.11 / 4984.86 102/ 0.85 / 4984.85 103/ 0.41 / 4994.87
' 105/ 3.09 / 4982.57 106/ 3.17*/ 4982.27 107/ 5.03 / 4982.09
108/ 1.80 / 4973.80 207/ 2.38+/ 4979.44
Ca=/ FLCW => "••• CC1= USES INE NaML FICA? OPTION.
' 303/ 3.23 302/ 4.17 301/ 22.15 305/ 5.90
306/ 5.89 308/ 26.68 90007/ 26.68 90008/ 16.44
90009/ 26.68
####################q########q##########
s> System inflaus (data group 10) at 2.33 tours ( Jmm rtion / Inflw cfs )
101/ 6.00E-01 105/ 1.00E-01 107/ 1.00E-01 102/ 6.00E-01
########################################
########################################
_> System inflows (data gawp K3) at 2.42 tours ( Junction / inf1 w,cfs )
101/ 5.00E-01 105/ 1.00E-01 107/ 1.00E-01 102/ 5.00E-01
#M####################q#################
CYCLE 8500 TIME 2 HRS - 21.67 MN
,7 A=CN / MM / ELEVAMCN => "+ JOtd.TICN IS StwRaIcm.
101/ 5.03 / 4984.78 102/ 0.77 / 4964.77 103/ 0.31 / 4994.77
' 105/ 1,02 / 1912,51 106/ 3.07*/ 1982.17 107/ 4.91 / 4981.97
108/ 1.79 / 4973.79 207/ 2.30*/ 4979.36
CCr==/ FUW ®> "•^ CaCM USES UE NCME L FICA OFPICN.
303/ 1.91* 302/ 2.42 301/ 22.13 305/ 6.18
' 306/ 6.17 308/ 26.48 90007/ 26.48 90008/ 16.05
90009/ 26.48
#############################M##########
_> System inflows (data group K3) at 2.50 tours ( Junction / Inflcw,cfs )
' 101/ 3.00E-01 105/ 0.00E+00 LOW O.00Et00 102/ 4.00E-01
#########X###########X####X#######I#####
CYCLE %00 TDE 2 1W - 30.00 M
' a=ICN / LFP➢H / QEV CN -> "*" JIII=CN IS SoRaPIM).
301/ 4.94 / 4984.69 102/ 0.68 / 4984.68 103/ 0.26 / 4994.72
105/ 2.97 / 9982.45 106/ 2.96+/ 4982.06 107/ 4.77 / 4981.83
' 108/ 1.79 / 4973.79 207/ 2.20*/ 4979.26
CIN=l FUTA => "+ CCN= USES 1FE RRML FL(17 OFCICN.
303/ 1.26* 302/ 1.55 301/ 21.91 305/ 6.70
306/ 1,71 308/ 26,21, 90007/ 21,21 90008/ 15,21
' 90009/ 26.26
########################################
_> System inflows (data group K3) at 2.58 tours ( Junction / Inflow,cfs )
101/ 3.00E-01 105/ 0.00E+00 107/ 0.00E+00 102/ 3.00Fr01
#################################X######
00###############4####11##11#44##########II
_> System inflows (data group IC3) at 2.67 tumors ( Junction / Inflow, cfs )
1
' January 10, 20114
103/ 1.80E+00
103/ 1.40E+00
103/ 1.10E+00
103/ 1.00Ei-00
103/ 8.00E-01
Page I I of 37
' EXTRAN Output File 1N: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
' 101/ 2.00E-01 105/ 0.00E+00 107/ 0.00E+00 102/ 2.00E-01 103/ 7.00E-01
########################################
CYCLE 9500 TIME 2 FM - 38.33 MIN
JLUMICN / IEM / MEVATrrta -> ,* JCTI.IICI4 is susa m).
101/ 4.84 / 4984.59 102/ 0.58 / 4984.58 103/ 0.22 / 4994.68
105/ 2.93 / 4962.41 106/ 2.85*/ 4981.95 107/ 4.61 / 4981.67
' 108/ 1.78 / 4973.78 207/ 2.10*/ 4979.16
cam=/ FLOW => "*" CC14= USES 18E DXMI, FILW OPITCN.
303/ 0.91* 302/ 1.03 301/ 21.66 305/ 7.27
306/ 7.28 308/ 26.01 90007/ 26.00 90008/ 14.39
90009/ 26.01
########################################
_> system inflows (data 9mup K3) at 2.75 touts ( Juncti.m / Inflaw,cfs )
' 101/ 2.00E-01 105/ 0.00E+00 107/ 0.00E+00 102/ 2.00E-01 103/ 6.00E-01
########################################
########################################
_> System inflows (data group 10) at 2.83 touts ( Junction / Infl.ow,cfs )
101/ 1.00E-01 105/ 0.00E+00 LOW 0.00E+00 102/ 2.00E-01 103/ 5.00E-01
########################################
CYCLE 10000 TIME 2 HFZ - 46.67 NIN
' JUNCTION / OEM / EiE/ATICN => "* JU =CN IS SUFOP[M.
101/ 4.74 / 4984.49 102/ 0.48 / 4984.48 103/ 0.19 / 4994.65
' 105/ 2,90 / 1982,31 106/ 2.73*/ 4981.83 107/ 4.44 / 4981.50
108/ 1.78 / 4973.78 207/ 1.98*/ 4979.04
CCNIS7IT/ FILW -> "*" CCNCUIT USES THE WMAL FLrW CPMCN.
303/ 0.70* 302/ 0.70 301/ 21.27 305/ 7.99
' 306/ 7.99 308/ 25.75 90007/ 25.73 90008/ 13.27
90009/ 25.75
###########################X############
_> System inflows (data gmp K3) at 2.92 hairs ( JUnctim / Inflow,cfs )
' 101/ 1.00E-01 105/ 0.00E+00 107/ 0.00E+00 102/ 1.00E-01 103/ 5.00E-01
########################################
CYCLE 10500 TIME 2 HFS - 55.00 MIN
JOWTIM / EEPTH / EIEVATICN -> "*" JU=CN IS SU%1#UdjII.
101/ 4.64 / 4984.39 102/ 0.43 / 4984.43 103/ 0.17 / 4994.63
105/ 2.88 / 4982.36 106/ 2.59*/ 4981.69 107/ 4.23 / 4981.29
108/ 1.78 / 4973.78 207/ 1.92 / 4978.98
CUCUIT/ FUN 020= ISMS THE %rnx,L Fim cmCN.
303/ 0.53 302/ 0.59 301/ 20.85 305/ 8.81
306/ 8.81 308/ 25.65 90007/ 25.60 90008/ 12.05
' 90009/ 25.65
########################################
-> System inflows (data group Ki) at 3.00 Mors ( Junction / Inflow,cfs )
' 101/ 1.00E-01 105/ 0.00E+00 107/ O.00F,400 102/ 1.00E-01 103/ 4.00E-01
########################################
########################################
_> System inflows (data CJMW Ki) at 3.08 Mots ( Junction / Inflow,cfs I
' 101/ 1.00E-01 105/ 0.00E+00 107/ 0.00E+00 102/ 1.00E-01 103/ 4.00E-01
X##########110##############X#######N###X
CYCIE 11000 TIME 3 HFS - 3.33 MN
' JU CnCN / OFdIH / ELEUATICN -> "* Jtl=CN IS SUFK}PIti,®.
101/ 4.53 / 4984.28 102/ 0.32 / 4984.32 103/ 0.16 / 4994.62
105/ 2.86 / 4982.34 106/ 2.41*/ 4981.51 107/ 3.96 / 4981.02
' 108/ 1.77 / 4973.77 207/ 1.62 / 4978.88
' January 30,1014 Page 12 of 37
EXTRAN Output File 1N: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
11
I
I
1
1
1
1
CCNOOIT/ FLOA => "*" O14001T USES =- rCFWL FIOA C:PITCN.
303/ 0.45 302/ 0.33 301/ 20.42 305/ 9.77
306/ 9.77 308/ 25.30 90007/ 25.15 90008/ 10.65
90009/ 25.30
########################################
_> System inflows (data group 10) at 3.17 hoa:s ( junction / Inflow,cfs )
101/ 1.00E-01 105/ O.00E1-00 107/ 0.00E+00 102/ 1.00E-01
#######################################0
#####################N#########X########
_> System inflows (data group K3) at 3.25 ho= ( Junction / Inflol, cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 1.00E-01
#################################X#####X
CYCT,E 11500 TIME 3 HIS - 11. 67 KN
JtIl4LRICN / DEP17t / ELE4MCN => "* Jt#JMCN IS SUR7WR'iD.
101/ 4.42 / 4984.17 102/ 0.16 / 4984.18 103/ 0.14 / 4994.60
105/ 2.83 / 4982.31 106/ 2.21*/ 4981.31 107/ 3.66 / 4980.72
108/ 1.62 / 4973.62 207/ 1.66 / 4918.72
CSI4LSIIT/ FICA => ""' CAN14[AIT USES THE t401MI FIC14 OPPI(N.
303/ 0.37 302/ 0.49 301/ 19.97 305/ 10.74
306/ 10.74 308/ 23.57 90007/ 23.47 90008/ 9.24
90009/ 23.57
#####################X##################
®> System inflows (data group K3) at 3.33 hours ( Junciam / Inflow cfs 7
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 1.00E 01
#######X#######################NM#######
############################N###9#######
_> Systeo ji f (data grog It3) at 3.42 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
CYCLE 12000 TDE 3 MS - 20.00 EID4
,JUNCTICN / DEPM / EZEVATI(N J[d4CPI(N IS sOR7PSi�D.
101/ 4.30 / 4984.05 102/ 0.15 / 4984.15 103/ 0.13 / 4994.59
105/ 2.80 / 4982.28 106/ 2.041/ 4981.14 107/ 3.41 / 4980.47
108/ 1.50 / 4973.50 207/ 1.50 / 4978.56
(XDII7JST/ FUJF "*" C a=T OSES ITE NJML FUN CMCN,
303/ 0.31 302/ 0.42• 301/ 19.47 305/ 11.48
306/ 11.48 308/ 21.66 90007/ 21.56 90008/ 8.01
90009/ 21.66
########################################
_> System inflows (data gip K3) at 3.50 hours ( Junction / Inflow,cfs )
101/ O.00S+00 105/ O.00E+00 107/ 0.00E+00 102/ 0.00E+00
#############II##########################
MlY 1fy1 #ly,. ,I[n G Yly
JUM.TICN / CEM / ELEVATl(N -1 "•" JUP=CN IS SL1R0 fFM.
101/ 4.18 / 4983.93 102/ 0.12 / 4984.12 103/ 0.12 / 4994.58
105/ 2.78 / 4982.26 106/ 1.90*/ 4981.00 107/ 3.23 / 4980.29
108/ 1.41 / 4973.41 207/ 1.42 / 4978.48
(I b=l FUN => "k" Ca= USES ME NM411 Fi[N (7P1T(N.
303/ 0.24 302/ 0.25* 301/ 18.94 305/ 12.08
306/ 12.08 308/ 20.19 90007/ 20.14 90008/ 6.87
90009/ 20.19
############N###########################
-> System inflows (data group HI) at 3.58 hours ( Junction / Inflow,cfs )
101/ 0.00E+00
January 30, 2004
103/ 3.00E-01
K,MA 1IIi.IJ. 1.
103/ 3.00E-01
103/ 2.00E-01
103/ 2.00E-01
105/ 0.00E100 107/ 0.00E+0D 102/ 0.00E+00 103/ 2.00P-01
Page 13 of 37
'
EXTRAN Output File
JN: 03-102.00
Fort Collins Vehicle Storage Building
FTC-ULT-2.OUT
'
#####################4#####X############
-> System inflows (data gip K3) at 3.67 hours ( Jmm ticn / Inflow,cfs 1
'
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 1021 0.00E+00 103/ 2.00E-01
################################N#######
CYCLE 13000 ME 3 HRS - 36.67 K N
'
JU CTIM /met / ELEVATION -> "* JL14MCN Is SU».
101/ 4.06 / 4983.81 102/ 0.10 / 4984.10 103/ 0.11 / 4994.57
105/ 2.77 / 4982.25 106/ 1.88*/ 4980.98 107/ 3.09 / 4980.15
108/ 1.36 / 4973.36 207/ 1.36 / 4978.42
caE=/ FUM _> "*" (XICIIT USES THE N3AAL FIQ4 C TICN.
303/ 0.21 302/ 0.21* 301/ 18.31 305/ 12.11
306/ 12.10 308/ 19.19 90007/ 19.13 90008/ 6.20
90009/ 19.19
'
########################A#####N####4####
_> System inflows (data 9Mp K3) at 3.75 hours ( Junction, / Inflow,cfs )
'
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00Et00 103/ 1.00E-01
# It # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # #
CY= 13500 TILE 3 HPS - 45.00 MIN
J[I=CN / DEPTH / FLEVATIM => "*" JUNCTIM IS SSIIXIIAKiD.
101/ 3.93 / 4983.68 102/ 0.10 / 4984.10 103/ 0.10 / 4994.56
105/ 2.75 / 4982.23 106/ 1.87*/ 4980.97 LOW 2.97 / 4980.03
108/ 1.31 / 4973.32 207/ 1.32 / 4978.38
'
M=/ FIEW CUMDIP USES THE Na4+14L PUN OPITCN.
303/ 0.17 302/ 0.19* 301/ 17.64 305/ L2.06
306/ 12.06 308/ 18.27 90007/ 18.24 90008/ 5.57
90009/ 18.27
###X###################MN##fl##0#X#It####q
'
_> System inflows (data group K3) at 3.63 hours 1 Junction / Inf1w,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 1.00E-01
'
X##qN##NXX###M###################N######
######X####################4############
_> System inflows (data gmp 10) at 3.92 hass ( Junction / Inflow, cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+0U 102/ 0.00E+00 103/ 1.00E-01
'
###############N####4###X#####X#########
CYCLE 14000 TIME 3 HRS - 53.33 MIN
J=CN / DEPTH / 90)ATICN => "* JLICITON IS sULsHTM).
'
101/ 3.80 / 4983.55 102/ 0.08 / 4984.08 103/ 0.09 / 4994.55
105/ 2.74 / 4962.22 106/ 1.87*/ 4960.97 107/ 2.86 / 4979.92
108/ 1.27 / 4973.27 207/ 1.27 / 4978.33
Cav=/ FLOW => "*" M CM USES THE MRAL FUN ONTICN.
1
303/ 0.12 302/ 0.13* 301/ 16.93 305/ 12.02
306/ 12.92 308/ 17.49 90007/ 17.43 90008/ 4.93
90009/ 17.49
####N###############N###################
�> System inflows (data group K3) at 4.00 hours ( junction / Infl.ow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 1.00Fr01
##########################X#####X##N###X
##############N#######X#X##########4####
'
_> System inflows (data grog K3) at 4.08 hours ( Junction / Inflow,cts )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 1.00E-01
'
#############4##X####Mlk####N############
CYCLE 14500 TIME 4 MS - 1.67 MIN
JLXUITON / DEPTH / ELEVATION -> "*" JUNCTION Is SUECHFU'ED.
'
January 30, 2114
Page 14 of 37
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
101/ 3.67 / 4983,42 102/ 0.07 / 4984.07 103/ 0.08 / 4994.54
105/ 2.72 / 4982.20 106/ 1.86*/ 4980.96 107/ 2.75 / 4979.81
308/ 1.23 / 4973.23 207/ 1.24 / 4978.30
O30=/ FTJCW => "•" 034= USES THE NaMIL FUM QMaq.
303/ 0.11 302/ 0.11• 301/ 16.17 305/ 11.%
306/ 11.96 308/ 16.68 90007/ 16.65 90008/ 4.21
90009/ 16.68
'########################################
_> System inflws (data gmp 10) at 4.17 hour ( Junction / Inflw,cfs )
10I/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 1.00E O1
########################################
CYCLE 15000 TIME 4 HRS - 10.00 MIN
J[A1C ai / OEFTH / E[EVATICN => "*" J(PC (N IS SU(01MU).
' 101/ 3.53 / 4983.28 102/ 0.07 / 4984.07 103/ 0.08 / 4994.54
105/ 2.70 / 4982.18 106/ 1.85'/ 4980.95 107/ 2.63 / 4979.69
108/ 1.19 / 4973.19 207/ 1.20 / 4978.26
' 03411=/ EiLW > "+" ASP 1 7HE N3L4,L FUM ol"cv.
303/ 0.10 302/ 0.10' 301/ 15.36 305/ 11.91
306/ 11.91 308/ 15.68 9000-1/ 15.83 90008/ 3.44
90009/ 15.8e
########################################
' _> System inflows (data group K3) at 4.25 haul ( JL=tim / Inflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ O.00E. 00 103/ 1.00E-01
##########################If 0If 4########
' # ##################If"If .###############
_> System ilAlfl (data group K3) at 4.33 hays I Junction / Inflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ L.00E-01
########################################
' C'YC(.E 15500 TIME 4 HRS - 18.33 Elal
JULCMN / LEFIH / IZEUATICN => "*" JU=CN IS SUFY AFM).
101/ 3.38 / 1913,11 1021 0.07 / 1984.06 103/ 0,01 / 1911*11
305/ 2.69 / 4982.16 106/ 1.W/ 4980.94 107/ 2.50 / 4979.56
108/ 1.15 / 4973.15 207/ 1.15 / 4978.21
oac( TT/ FTDh => "" CCN= USES THE Na ztAL FILT4 CprICN.
' 303/ 0.10 302/ 0,10i 301/ 14.48 305/ 11.84
306/ 11.84 308/ 14.99 90007/ 14.94 90008/ 2.65
90009/ 14.99
########################################
System inflws (data grate 10) at 4.42 haul ( Junction / Inflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 1.00E-01
########################################
########################################
_> System inflws (data grc�p K3) at 4.50 hours ( JLTctim / Inf1w,cf.5 )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E400 103/ 0.00E+00
####################################If If
' CYCLE 16" TIME 4 HRS - 26.67 bEN
JUNCfICN / (&Y1H / E[.EVATTCN => "*" JUN CN IS SUlx901 IM.
101/ 3,21 / 4112*11 102/ 0,01 / 1%1*06 103/ 0.08 / 4191,14
105/ 2.65 / 4982.73 106/ 1.83*/ 4980.93 107/ 2.36 / 4979.42
108/ 1.10 / 4973.10 207/ 1.20 / 4978.16
CI140(I1T/ FTLT4 => "*" CQ40UIT ()^itS THE NamL FUM OMCN.
' 303/ 0.10 302/ 0.10" 301/ 13.53 305/ 11.75
306/ 11.76 3OB/ 14.01 90007/ 13.95 MOOS/ 1.78
90009/ 14.01
#################################If###'tl##
_> System infla. (data group K3) at 4.58 hours I Junction / Inflw,cfs )
1
January 10, 1004 Page 15 of 37
' EXTRAN Output File
Fort Collins Vehicle Storage Building
101/ 0.00E+0O 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
########################################
System inflows (data 9ro-44 K3) at 4.67 hours ( J=tion / Inflow, cfs )
101/ a.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00r+00
########################################
' CYCLE 16500 TIME 4 FEtS - 35.00 EIN
JLY=CN / IEPIH / ELEdATICN -> "*" JLl4CMCN IS SUR30LLSID.
101/ 3.07 / 4982.82 102/ 0.04 / 4984.04 103/ 0.05 / 4994.51
105/ 2.62 / 4982.10 106/ 1.82*/ 4980.92 107/ 2.19 / 4979.25
108/ 1.05 / 4973.05 207/ 1.05 / 4978.11
11
1
1
1
CQ=/ FIGW => "*" Ca= USES 'fl E NC{SA1L FIL34 (PIICN.
303/ 0.03 302/ 0.04* 301/ L2.51 305/ 11.65
306/ 11.65 308/ 12.96 90007/ 12.88 90008/ 0.86
90009/ 12.96
############################If####If######
_> System inflows (data gmv K3) at 4.75 hours ( Junction / Inflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
CYCLE 17000 TIME 4 HRS - 43.33 KN
JUt=ICN / LEPM / FLEVA1IQ4 => "*" JUNCTICN IS SCT1H ;G!).
101/ 2.91 / 4982.66 102/ 0.02 / 4984.02 103/ 0.03 / 4994.49
105/ 2.56 / 4982.04 106/ 1.80*/ 4980.90 107/ 2.02 / 4979.08
108/ 0.99 / 4972.99 207/ 1.00 / 4978.06
074IS1IT/ FLOW => "*" CL14W1T USES THE NCIML F1L14 OPrI N.
303/ 0.01 302/ 0.02* 301/ 11.48 305/ 11.49
306/ 11.49 308/ 11.79 90007/ 11.72 90008/ 0.00
90009/ 11.79
########################################
_> System inflOWS (data 90W K3) at 4.83 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
If#######################################
#################if#################If####
_> System inflows (data 9r0P K3) at 4.92 haws ( Jactton / Inflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
CYCLE 17500 ME 4 FIRS - 51.67 KEN
JLN( CN / LiP1A / E.EVATICN � "*" SI=CN IS SIAS}WR;fD.
101/ 2.72 / 4982.47 102/ 0.01 / 4984.01 103/ 0.02 / 4994.48
105/ 2.42 / 4981.90 106/ 1.79*/ 4980.84 107/ 1.96 / 4979.02
108/ 0.96 / 4972.96 207/ 0.96 / 4978.02
CCN[R1TT/ FL W => "*" CCNCUIT USES THE NMAL F1II4 OMCN.
303/ 0.01 302/ 0.01* 301/ 11.04 305/ 11.05
306/ 11.06 308/ 11.15 90007/ 11.12 90008/ 0.00
90009/ 11.15
########################################
_> System inflows (data gXcup K3) at 5.00 hours ( Junction / Inflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00EF00
########################################
CYCLE 18000 TIME 5 HRS - 0.00 PIIN
,nt=CN / LEFT / ELFUATICN -> * JUDLMCN IS SURiNSKt11.
101/ 2.49 / 4982.24 102/ 0.01 / 4984.01 103/ 0.02 / 4994.48
105/ 2.25 / 4981.73 106/ 1.68'/ 4980.78 107/ 1.91 / 4978.97
108/ 0.93 / 4972.93 207/ 0.94 / 4978.00
1
January 31), 2004
1
103/ 0.00M0
1.03/ 0.00E+00
103/ 0.00E+00
103/ 0.000OO
IMARN 1
103/ 0.00E+00
IN: 03-102.00
FTC-ULT-2.OUT
Page 10 of 37
1
1
11
1
1
1
1
I
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
cam=/ FI74 => "*" CCSIQITT MM THE NmAL FUN OPrIa4.
303/ 0.00 302/ 0.01' 301/ 10.47 305/ 10.49
306/ 10.50 308/ 10.60 90007/ 10.56 90008/ 0.00
90009/ 10.60
########################################
_> System .inflows (data group K3) at 5.08 hours ( Juncti.m / Intlow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 0.000+00
########################################
########################################
_> System inflow^ (data group 10) at 5.17 haul ( Sisctim / infl.aw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 0.00E+00
########################################
CYCLE 18500 TIME 5 MS - 8.33 MEN
JUN-TTQ4 / IEP171 / E[EdATIM => "r .7czmcN IS SIFC7UiFY;m.
101/ 2.13 / 4981.88 102/ 0.01 / 4984.01 103/ 0.01 / 4994.47
105/ 1.98 / 4981.46 106/ 1.57•/ 4980.67 107/ 1.83 / 497B.89
108/ 0.90 / 4972.90 207/ 0.90 / 4977.96
CONI=/ FICW s> •" IX14DUIT USES THE NaMAL FLal OMCN.
303/ 0.00 302/ 0.00* 301/ 9.58 305/ 9.64
306/ 9.65 308/ 9.83 90007/ 9.77 90008/ 0.00
90009/ 9.83
########################################
_> System inflows (data group K3) at 5.25 hors ( Junction / Inflo w cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E100 103/ 0.00E+00
#IF#II##################################II#
########################################
®> System inflows (data group K3) at 5.33 lour^ ( Junco / Inflo w cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 0.00E+00
########################################
C=. 19000 TIME 5 FIRS - 16.6/ NaN
JUCTIGd / IEPTH / FIEVATICN a> "+" 1lA (N IS SUPfJRV�.
101/ 0.06 / 4979.81 102/ 0.01 / 4984.01 103/ 0.01 / 4994.47
105/ 0.12 / 4979.60 106/ 0.12 / 4979.22 107/ 0.38 / 4977.44
108/ 0.23 / 4972.23 207/ 0.24 / 4977.30
cQ4[AIT/ FIJ37 => ^+„ Cl2)CIIIT USES TFE WMAL FILN OMCN.
303/ 0.00 302/ 0.00 301/ 0.01 305/ 0.05
306/ 0.06 308/ 0.70 90007/ 0.30 90008/ 0.00
90009/ 0.70
########################################
�> System inflows (data group 10) at 5.42 hzn:s ( Junction / Inflo>wr,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+0D 102/ 0.00E+00 103/ 0.00E+00
#####################II#################If
CY= 19500 TIME 5 HRS - 25.00 t1IN
JOh CN / CEPM / F::Z4MQ4 => "" 1=CN IS SO1a7#1ta"iD.
101/ 0.03 / 4979.78 102/ 0.00 / 4984.00 103/ 0.01 / 4994.47
105/ 0.05 / 4979.53 106/ 0.05 / 4979.15 107/ 0.16 / 4977.22
108/ 0.07 / 4972.07 207/ 0.08 / 4977.14
CCM=/ FUYA „*„ Oa Ct= USES THE MDRIAL FICK OM(N.
303/ 0.00 302/ 0.00 301/ O.DO 305/ 0.01
306/ 0.01 308/ 0.06 90007/ 0.03 90008/ 0.00
900D9/ 0.06
#####################A##################
-> System inflows (data group K3) at 5.50 hours ( Jlaotim / Inf1cw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 0.00E+00
########################################
January 30, 2004 Page 17 of 37
' EXTRAN Output File JN:03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
1
1
11
1
########9If0################N###########N
_> Systm inflows (data group 13) at 5.58 lours ( Juncttm / Inflcw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+70
############################N######NN###
CYCLE 20000 TLME 5 HRS - 33.33 NLIN
JURMCN / EEPTH / E[EIATIa4 -> "•" .II1N_ w is smcn un.
101/ 0.02 / 4979.77 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.04 / 4979.52 106/ 0.04 / 4979.14 107/ 0.11 / 4977.17
106/ 0.03 / 4972.03 207/ 0.05 / 4977.11
Cav=/ FICA? => "+" CC240L1IT USES ME N7A9iL E164 OMCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.02 90007/ 0.01 90008/ 0.00
90009/ 0.02
###N#tl######N############BN####N########
_> System inflows (data group K3) at 5.67 hours I Jmmction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
###################tl####################
###################NN####tl##############
_> System inflows (data group K3) at 5.75 hours 1 Junction / Inflow, cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
###############N####ik###############II###
CYCLE 20500 ME 5 HFS - 41.67 MIN
Jfd=CN / LEM / ELEVATICN => "+" J(J=CN IS SMCKU1 MV.
101/ 0.02 / 4979.77 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.03 / 4979.51 106/ 0.03 / 4979.13 107/ 0.08 / 4977.14
108/ 0.01 / 4972.01 207/ 0.04 / 4977.10
CTId71ET/ FILS4 => +" C(IdiIIT USE9 THE NL ML EILA7 CMCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ MI 90007/ 0.01 90008.E 0.00
90009/ 0.01
############################NNN#########
_> System inflows (data group K3) at 5.63 lours I Junction / 7nflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
#N#############################tl########
########N##II##############N###IF#########
_> System inflows (data group K3) at 5.92 haul l Junction, / Inflw,cfs t
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
NNNNN##########N#N##pgMN##########N#MM##
CYCLE 21000 TIME 5 ME - 50,00 KEN
JUMCN / ➢EPPH / EIE MCN -> "t" JC@ MICN IS SMUMIRM).
101/ 0.01 / 4979.76 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.02 / 4979.50 106/ 0.02 / 4979.12 107/ 0.07 / 4977.13
108/ 0.01 / 4972.01 207/ 0.03 / 4977.09
Ca=/ ELQ4 "'" CU 1IAT USES ZE N3M EILt4 CPlICN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.01 90007/ 0.01 90008/ 0.00
90009/ 0.01
############NN#N#################tl######
_> System inflows (data group K3) at 6.00 tress ( Junction / Inflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 1021 0.00E+00
#######################N################
CYCLE 21500 ME 5 MRS - 58.33 K34
JONCfICV / CEP11L / ELEVATIM => "*" JO[C.TICN IS SUEC�.
101/ 0.01 / 4979.76 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
.January 30, 1004 Page 18 of 37
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
' 105/ 0.02 / 4979.50 106/ 0.02 / 4979.12 107/ 0.06 / 4977.12
108/ 0.01 / 4972.01 207/ 0.03 / 4977.09
Ci1=/ E JW => "•" Ca11i1ST USES THE Na*AL FU7A LPTICN.
303/ 0.0c 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.01 90007/ 0.00 90008/ 0.00
90009/ 0.01
########################################
_> System inflows (data group K3) at 6.08 tours ( Jurction / Inflar,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 0.00E+00
#######################A################
########################################
_> System inflows (data groupK3) at 6.17 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 0.00E+00
#################################q######
CYCLE 22000 TINE 6 FIRS - 6.67 voN
' JUN:.1T'CN / nE M / ELEVAT2a9 => ""' JUmCIICN IS SUfd7I4173'D,
101/ 0.01 / 4979.76 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.02 / 4979.50 106/ 0.02 / 4979.12 107/ 0.05 / 4977.11
108/ 0.01 / 4972.01 207/ 0.02 / 4977.08
' CUCM/ FIOA C1aU= USES THE Na4-AL ELCW UMCN.
303/ 0.00 30^1/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00 90008/ 0.00
90009/ 0.00
'########################################
_> System inflows (data group K3) at 6.25 hours ( Junction / Inflow,cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 0.00E+00
################################4#####14
CYCLE 22500 TIME 6 HRS - 15.00 MN
JUM-MC I / CFPIH / EtE/ATICN => " ', JL14MCN Is SuFCMR D.
101/ 0.01 / 1979,76 102/ 0.011 / 1111,01 103/ 0,00 / 1991,46
105/ 0.01 / 4979.49 106/ 0.01 / 4979.11 107/ 0.05 / 4977.10
108/ 0.00 / 4972.00 207/ 0.02 / 4977.08
Caum/ EffN => "*" 0340UIT USES THE NM4nL FICW CPTICN.
' 303/ 0.00 302/ 0.00. 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00 90008/ 0.00
90009/ 0.00
########################################
System inflows (data group K3) at 6.33 hours ( Junction / Inflow,cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ O.00E+00 102/ 0.00E+00 103/ 0.00E+00
###############N######q#################
########################################
System inflows (data group 10) at 6.42 ho= ( Ju +ion / Inf1 w,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 1021 0.00E+00 103/ 0.00E+00
########################M#############I#
' CYCLE 23000 TIME 6 IRS - 23.33 61IN
JLZ=C 4 / = / EIEVATICN -, "' JUNOTICN IS Sf IRCERF E).
101/ 0.01 / 4979.76 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.01 / 4979.49 106/ 0.01 / 4979.11 107/ 0.04 / 4977.10
108/ 0.00 / 4972.00 207/ 0.02 / 4977.08
M9171T/ Elm => "+" 034= USES THE NaM FU34 OPIICN.
' 303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00 90008/ 0.00
90D09/ 0.00
#########################MIt#############
_> System inflows (data group K31 at 6,511 haul ( Junction / Inflvw,cfs )
January 31, 1011 Page 19 of 37
' EXTRAN Output File
Fort Collins Vehicle Storage Building
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
##########X#######X#####M#############BX
' X###########X####X#######X#############
em q
®> Systinflows (data group K3) at 6.58 hours ( Jinctim / Inflow,cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/0.00E+00
########################################
' CYCLE 23500 TIDE 6 HFS - 31.67 MN
JUNCTION / DEPTH / 17EVATICN => JUNCTICN IS SUISSMM D.
101/ 0.01 / 4979.76 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ C.01 / 4979.49 106/ 0.01 / 4979.11 107/ 0.04 / 4977.10
108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
1
CCmurr/ FILM => "+" OSIDUIT USES TTE NMAL FILM CPTICN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.D0 90007/ 0.00 90009/ 0.00
90009/ 0.00
########################################
_> System .intlous Idata group K3) at 6.67 }mars f Junctim / inflow, efs I
lot/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
####################00######N###M#######
CYCLE 24000 TIME 6 IRtS - 40.00 K[N
JUNCTION / DEPTH / ELEVATION -> "*" JU14=G4 IS SURCH)FUED.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
' 105/ 0.01 / 4979.49 106/ 0.01 / 4979.11 107/ 0.03 / 4977.09
108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
COD=/ FILM OSILUIT USES THE N311,M FIQ4 OPfICN.
303/ 0.00 1021 0,01 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00 90008/ 0.00
900D9/ 0.00
XMM############M#M##N######q#####N######
�> Systes inflows (data group K3) at 6.75 tours 1 Junctim / Inflow,cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 1021 0.00E+00
qX######################################
#q##########################M###########
_> Systm inflows (data group K3) at 6.83 hours ( Junction / Inflow,cfs )
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
##X##############################0######
' CYCLE 24500 TIME 6 HRS - 48.33 K N
JUNCTIM / DEPTH / EIEVATICN -> "`" JCNCPICN IS suns 4an.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
' 105/ 0,11 / 4979.49 106/ 0.01 / 1971,11 101/ 0,03 / 4977.09
108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
act=/ FICK => ^"" CCNDUTT USES THE NOPM11. FUN (RTICN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00 90008/ 0.00
90009/ 0.00
############X####X#######p##############
_> System inflows (data group K3) at 6.92 tours ( Junction / Inflow,cfs )
' 101/ 0.00E+0D 105/ 0.00E+00 107/ 0.00E+0D 102/ 0.00E+00
#################################004####
##########################M############q
�> Systan infllw (data getup K3) at 7.00 hours ( Juuctim / Inflow,cfs 1
' 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
' CYCLE 25100 TIME 6 HIIS - 56.6/ MrN
' January 31, 2014
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E100
103/ 0.00E+00
103/ 0.00E+00
JN: 03-IO2.00
FTC-U LT-2.OUT
Page 20 of 37
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
1
IJ
[1
1
1
JLbMCN / OEPIN / E[ls=CN -> "." JRMCN is SMURILED.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.01 / 4979.49 106/ 0.01 / 4979.11 107/ 0.03 / 4977.09
108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
CCI40UTT/ F104 a> "+" MUM USES THE NUM FLGg OPIICN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ D.00
306/ 0.00 308/ 0.00 9D007/ 0.00 90008/ 0.00
90009/ 0.00
#################gaX4########a##########
_> Systm inflows (data group K3) at 7.08 hams ( Junction / Inflm cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
##################04####################
#N################N###############M#####
_> Systm ird2cw (data 9M4) K3) at 7.17 hams ( Jmctim / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
#NXq#############X#####X###############X
CYCLE 25500 TDE 7 MRS - 5.00 MIN
JU CMCN / EEM / E[EVATICN -> "•" JONCTICN IS Sf)P4MU;M:).
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.01 / 4979.48 106/ 0.01 / 4979.11 107/ 0.03 / 4977.OB
108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
CT1L77iT/ ECW -> "+" OMWIT USE THE N34-AL FT1M OPTICN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 3OB/ 0.00 90007/ 0.00 90008/ 0.00
90009/ 0.00
########################N#k#N###########
_> Systm inflows (data group K3) at 7.25 hours 1 Junction / Tnflcw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ O.ODE+00 102/ 0.00E+00
#######################X################
CYCLE 26000 TINE 7 HRS - 13.33 MLN
JUT=CN / LEMI / ELEVATIQ4 => "*" &NCTICH Is SURIPJ M.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.02 / 4977.08
108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
02MUTf/ FLLW => ":" CMUM CSE UE NM -AL FUR CMCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90001/ 0.00 90008/ 0.00
90009/ 0.00
####################################M###
_> Systm inflows (data group 93) at 7.33 hays ( Junction / Inflow,ofs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
aMaM####Ma##a####aaa######a#a##aa###a###
u################X###################a##
_> Systm inflows (data group K3) at 7.42 hcum 1 Junction / Inflow,efs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
X##############X###4##q#N##N#######0####
CYCLE
26500 TIME 7 HFS - 21.67 MIN
JON'IICN /
WPM / ELE'/ATICN -> "*" JUMICN IS SUFCH*(3D.
101/
0.00 / 4979.75 102/ 0.00 /
4984.00
103/
0.00 / 4994.46
105/
0.00 / 4979.48 106/ 0.00 /
4979.10
107/
0.02 / 4977.08
108/
0.00 / 4972.00 207/ 0.01 /
4977.07
Ca=/
FLoR => cav= USES THE
NUMI, Flora OPIICN.
303/
0.00 302/ 0.00
301/
0.00
305/ 0.00
306/
0.00 306/ 0.00
90007/
0.00
90006/ 0.00
90009/
0.DO
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
' .lanuary 30, 2014 Page 21 of 37
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
I
I
lJ
I
########################################
_> System mna s (data gru p IQ at 7.50 hears ( Junction / Inflow.cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
CYCLE 27000 ME 7 HRS - 30.00 MN
,7=CNt / CEPrH / EZE VMCN => "• ,TLWTICN IS 513,12P1tiID.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.02 / 4977.08
108/ 0.00 / 4972.00 207/ 0.01 / 4977.01
C1CN=/ EU701 _> ""' CCMD= USES THE hUML F104 CPMCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00 90008/ 0.00
90009/ 0.0o
################################B######31
_> Systm inflows (data group K3) at 7.58 hays ( Junctim / Inflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
#######################################II
##############################11#########
_> SystM inflows (data group K3) at 7.67 hours I Jumctim / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
CYCLE 27500 TIME 7 HIS - 30.33 KN
JLWrIQ4 / DEP191 / ELIMTICN -> ,,•,, JUNCIICN IS SUM1#3TdED.
101/ 0.00 / 4979.75 1021 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.02 / 4977.08
108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
030=/ FUN => "' CCN= USES THE N[-FMIL FUN CPCIIN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00 90006/ 0.00
90009/ 0.00
########################################
_> System inflows (data group 93) at 7.75 haws ( Junction / Inflo,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
########################################
_> Systm inflows (data group K3) at 7.83 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
CYCLE 28000 TIME 7 HRS - 46.67 nN
J(ID]C1TC14 / tEFTH / ELbMTICN => "'" JUNMCN IS SOf VEGM.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.02 / 4977.08
108/ 0.00 / 4972.00 207/ 0.01 / 4977.07
024UJIT/ FILW "+" MUM USES THE NaML FIlI4 OPTICN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00 90008/ 0.00
90009/ 0.00
#########If If 4###########4##44#####4#4##
_> Systen inflow (data gnwp K3) at 7.92 haws 1 Jun tim / Inflw,cfs )
10I/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
CYCLE 28500 ME 7 HRS - 55.00 WN
JUNCTICN / U= / ELE7ATICN => "*" JIM-MCN IS SUR 9kRGCD.
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+10
January 30, 2004 Page 22 of 37
'
EXTRAN Output File
IN: 03-102.00
Fort Collins Vehicle Storage Building
FTC-ULT-2.OUT
'
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.02 / 4977.08
111/ 0.00 / 1972,11 201/ 0,01 / 1977,06
c m=1 FLOW -> "•" 0249JIT USES ME NawL FUR OPTION.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00 90008/ 0.00
90009/ 0.00
#####N#####################X############
_> System inflows (data gip K3) at 8.00 hours I Junctim / Ioflow,cfs )
'
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 0.00E+00
HM########X########4####################
q##N####################################
_> System inflows (data group K3) at 8.08 tours ( Junotim / Tnflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 0.00E+00
'
#####N############0#####################
CYCLE 29" TIME 8 HPS - 3.33 MN
'
JONCTIM / DEPTH / EI.EU CN => "* JUCTIQ4 IS SLUCIARM).
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01. / 4977.07
1OB/ 0.00 / 4972.00 207/ 0.00 / 4977.06
cam=/ FLOW => ""' OCt= LEES THE NamL FLcw 0P1To4.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00 90008/ 0.00
90009/ 0.00
#######N##N###############gN14#N#####NA##
_> System inflows (data group K3) it 8.17 hours ( Junction / Infloa,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 0.00E+00
###################M#N###M##############
'
M#It#######X####MN######################R
_> System inflows (data group K3) at 8.25 hays ( .unction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 1021 0.00F.+00 103/ 0.00E+00
#############################N##II######M
CYCLE 29500 TIDE 8 HRS - 11.67 KEN
JLDL= / DEPTH / EIE7MM => "+" JLPCITQL IS SUCHRtID.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
'
024QJTT/ Flag -> "*" 0CMLiJIT USES THE D&iNZ Mal OPTILTI.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00 90008/ 0.00
90009/ 0.00
############################MN##########
'
s> Systan inflows (data group K3) at 8.33 trans ( Jur Um / Inflcw,cfs )
101/ 0.00E+00 105/ 0.00EW0 107/ 0.00E+00 102/ 0.00G00 103/ 0.00E+00
########M###q#0###############M#########
'
##q########0##################N########M
_> System inflows (data group K3) at 8.42 hays ( JLartim / Inftow,cfs t
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00 103/ 0.00E+00
'
############################X######H#N##
CYCLE 30000 TIME 8 FRS - 20.00 MIN
JLDI:,TIQJ / DEPTH I ESF.0 CN -> "W" JU=CN IS SLTCH4PcE:).
'
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
January 30, 1004
Page 23 of 37
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2-OUT
' 02m=/ FLEW => "*" 03MM USES THE PYSSAL FT69 CMCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00• 90008/ 0.00
90009/ 0.00
########################################
_> Systm inflows (data groupK3) at 8.50 tours ( Junction
/ Inow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ O.OMOO 102/ 0.00E+00
103/ O.00E+-00
#######################################N
CYUE 30500 TDE 8 HRS - 28.33 KM
J(NLTICN / C= / E(EVATIM => ""' .)tl,'MCN 13 SOPLilAi D.
lot/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.0D / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
'
O34E17Tf/ FLaq _> "+" cav= USES THE Na4-AL FM4 OMCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00+ 90008/ 0.00
90009/ O.OD
########################################
_> System inflows [data group K3) at 8.58 tors( Junction / Inflw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ O.00E400 1021 0.00E+00
103/ 0.00E+00
If#######################################
If####################################401
=> Systm inflows (data group 10) at 8.67 tnuxs ( Junction / Intlw,cfs )
'
101/ 0.00E+00 105/ 0.00E+00 107/ O.ODE+00 102/ 0.00E+90
##N############################N#N######
.103/ 0.00E+00
CYCLE 31000 TIME 8 MS - 36.67 KN
J[NCIICN / lEP1H / E3ETIATIQ4 -> ". JONCTICN IS SOEf9WIGED.
'
101/ 0.00 / 4979.75 102/ 0.00 / 498000 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ O.OD / 4979.10 107/ 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
03IIA1T/ E[04 a> "+" Oa= USES THE NUM%L FLOA 0MCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00' 90008/ 0.00
90009/ 0.00
_> Systm inflows (data gaup K3) at. 8.75 bars ( Junction / Inflow cfs )
101/ 0.00E+00 105/ 0.00E+0D 107/ 0.00E+00 102/ 0.00E+00
103/ 0.00E+00
nq########MM############################
CYCLE 31500 TIME 8 HPZ - 45.00 t4IE1
JfPS.Tl(N / EEM / EIFUAITCN -> "*" J[NCCIa4 IS SITUAfGED.
101/ 0.00 / 4979.75 102/ 0.00 / 4964.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
0140(I1T/ EuYA _> "•" ca,= USES THE NMAL EI04 OETICN.
'
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00> 90008/ 0.00
90009/ 0.00
####################################k###
�> System inflows (data group K3) at 8.83 hours ( Junction / Inflow.cfs )
lot/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
103/ 0.00E+00
#################################fl####0#
0#######################################
-_> Systm inflows (data grail 1<3) at 8.92 tours ( Jurict rn / lnf ,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
103/ 0.00E+00
N####################################N#II
'
January 31), 2004
Page 24 of 37
'
' EXTRAN Output File
Fort Collins Vehicle Storage Building
' CYCLE 32000 TIME 8 HPS - 53.33 MIN
I
I
1
I
I
I
I
I
C]
1
I
JUO=CN / DEPTH / ELEVATICN => "*" JUNCTICN IS SU[IMP E0.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4477.07
108/ 0.00 / 4972.00 DOW 0.00 / 4977.06
IX74GJ1T/ ETLI4 => "*" CC DUIT USES THE MMX FILA7 CPIICN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00* 90008/ 0.00
90009/ 0.00
########################################
-> System inflows (data gmup IQ at 9.00 hours ( JLnctim / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
########################################
_> System inflows (data croup K3) at 9.08 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 1021 0.00E+00
1k#######################################
CYCLE 32500 TINE 9 HRS - 1.67 MN*
JNCIICN / LEM / ELEVATION => "* .7fII4CTICN IS .SUL3T#1Eb;m.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
Cam=/ FLOW => "*, CaUIIT USES THE "MIP1 Flag OPTIM.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00* 90008/ 0.00
90009/ 0.00
#############8###It 4 ###################
_> System inflows (data group K3) at 9.17 haws ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ O.00E+00 107/ 0.00E+00 102/ 0.00E-00
########################################
11.1 MI4f_ ,w 1 II Mlp
JUNCTICN / DEPTH / ELEVATICN => "*" JU=CN IS SUPCHDIM.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4977.07
IGB/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CU OOIT/ EILW => "*" Ca= USES THE NGRt-RL EILW OPITCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00* 9000B/ 0.00
90009/ 0.00
########################################
® System inflows (data group IO) at 9.25 lours ( Junction / Inflcw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 1021 0.00E+00
It # It It it It # # # It # It # # It It # # # # # # # # # # # # It # # # It It It # It # It It
It # It # # # # If # # It It It # It It It It # # # It # It It # # It # # It It # It # # # # # It
_> System .inflows (data group K3) at 9.33 hours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 LOW 0.00E+00 102/ 0.00E+00
########################################
CYCLE 33500 TIME 9 HPS - 18.33 MIN
JUNCTICN / DEPTH / EEZ/ATTCN => "*" JUNCTICN IS SURCRUY39.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ O.DO / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 LOW 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
103/ 0.00E+00
103/ o.00E+00
103/ 0..00E+00
jIFJ(Ia1I11_ Ili
103/ 0.00E+00
JN: 03-102.00
FTC-ULT-2.OUT
' January 30, 2004 Page 25 of 37
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
i
I
I
I
1
I
I
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.OD 308/ 0.00 90007/ 0.00* 90008/ 0.00
90009/ O.OD
########################################
_> System inflows (data group K3) at 9.42 hour" ( Junction / Infl.aw,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
######################################0#
######################q#############00##
_> System inflaws (data group E3) at 9.50 hays ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
#######################################M
CYIIE 34000 TINE 9 FIIS - 26.67 MN
JU4 CN / DEPIH / E[EVATICN -> "" JUNCITCN IS SUKHARM.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CSN Ur/ FILW "'" OaU= USES TIE DERAL FICA OPITCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 9D007/ 0.00• 90008/ 0.00
90009/ 0.00
##############################0######0##
_> System inflows (data group K3) at 9.50 hours 4 Jurrtion / Infl.ow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
##########N###0#9#######################
_> System inftaws (data group K3) at 9.67 hours ( J=ticn / Inflcw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
##N#############################N####N##
' CYCIE 34500 TIME 9 Has - 35.00 MEN
JOb[, CN / EEFIH / ELEVATTa4 => "" J1-11,'M N IS S11111�.
101/ 0.00 / 4979.75 102/ 0.00 / 4984,00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ O.OD / 4979.1D 107/ 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
oai=/ F1f14 => "" OJ4WIT USES THE NaMkL F1CW OMCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00* 90008/ 0.00
90009/ 0.00
########N#######i###N######N######41#####
_> System inflows (data group K3) at 9.75 tours ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E400
####################################NNN#
CYCIZ 35000 TIME 9 HFS - 43.33 MIN
JOt4CTICN / DEPLH / ELE=C14 -> """ JUI.TICN IS SORCWOM.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
I 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
C24=/ FIM _> "+" MUM USES THE N R4). F7f34 OP1TQ4.
303/ 0.00 302/ 0,01) 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00' 900D8/ 0.00
90009/ 0.00
##################q#####################
_> Systan inflows (data group E3) at 9.83 houmz ( Junction / Inflow,cfs )
101/ O. 00E+00 105/ 0.00E+0D 107/ O. ODE+00 102/ 0.00E+00
###########################M############
#################################4######
1 => System inIIws (data group K31 at 9.92 hours ( JU ri cn / Inticw,cfs 7
iJanuary 11, 2004
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.000+00
103/ 0.DOE+00
Pape 26 of 37
I
I
I
I
I
1
1
I
I
I
I
I
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
CYCLE 35500 TIME 9 HIS - 51.67 MN
J@4 CN / CEPTH / ECEVATIM -> "*" JIF4 CN IS SUCH*CED.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
OSD101.T/ FILN => """ 03V= USES 1FE N6TA1, FIM CPIICN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.DO
306/ 0.00 308/ 0.00 90D07/ 0.00' 90008/ 0.00
90009/ 0.00
#######################################N
_> System inflows (data gip 10) at 10.00 hours ( Jurictim / Inflow,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+0D
########################################
CYCLE 36000 TIME 10 FM - 0.00 KN
JLX CRIQ4 / LEFM / FLEWUICN => "*" JU=Ct4 IS Sf)KRUM).
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4977.07
1D8/ 0.00 / 4972.00 207/ 0.00 / 4977.06
OTTM=/ FICW => "*" Q340U1'f COTS VE FM4;L EA4 cmm.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.01)
306/ 0.00 308/ 0.00 90007/ 0.00* 90008/ 0.00
90009/ 0.00
########################################
� System inflows (data gra 10) at 10.08 hours ( Juncum / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+90
########################################
########################################
�> System inflows (data grate 10) at 10. 17 hours ( Junction / Inf1cw,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
CYCLE 36500 TIME 10 FIRS - 9.33 F11N
J=C14 / fEPIi / ELLVATICN -> "*" JUAMa4 IS SLFCK M.
101/ 0.00 / 4979.75 1021 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.01 / 4977.07
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
oa=/ FLCW => """ CaV= UMS THE NISFLL E AV CMCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00* 90008/ 0.00
90009/ 0.00
########################################
_> System Inflows (data group E3) at 10.25 haws ( Jimctim / Infloa,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
######################################0#
########################################
_> System inflows (data gcaip LO) at 10.33 hours ( Junction / Infl-w cfs )
101/ O.00E+W 105/ 0.00E+00 LOW 0.00E+00 102/ 0.00E+00
##################09##40################
CYCLE
37000 TIME 10 HRS - 16.67 KIN
J(I4CTSCN /
DU'IH / ELEVAT'IQ4
=> "*• JUDMCN IS SUFOPSUU).
101/
0.00 / 4979.75
102/ 0.00 /
4984.00 LOW 0.00 / 4994.46
105/
0.00 / 4979.48
106/ 0.00 /
4979.10 107/ 0.00 / 4977.06
108/
0.00 / 4972.00
207/ 0.00 /
4977.06
103/ 0.00E+0D
LOW 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
January 30, 2004 Page 27 of 37
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
J
I
I
l
1
I
I
I
I
0241=/ E71I4 => ""' CaV= USES THE NM4%L MJCW OMCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90OD7/ 0.00* 90008/ 0.00
90009/ 0.00.
########################################
_> System inflows (data cg rp K3) at 10.42 hags ( Jw7ctiat / tnf1m cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ O.OME 00
########################################
CYC[E 37500 TIME 10 Has - 25.00 MIN
JLTMC 7 / DEP14i / EBEVF CN => „• JOtL1'IO4 IS SUFCtWidM.
101/ 0.00 / 4979.75 102/ 0.00 / 4964.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.00 / 4977.06
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
01417UTT/ EIIN => "' CCN= USES THE EAFML EI4N 0MC1q.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00* 90008/ 0.00
90OD9/ 0.00
########################################
_> System inflows (data goup K3) at 10.50 hoots ( Junction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
########################################
_> System inflows (data group K3) at 10.58 haws (. ,unction / Inflow,cfs )
101/ 0.00E+00 105/ 0.00Et00 107/ 0.00E+00 102/ 0.00E+00
########################################
CYCLE 38000 TIEE 10 FIRS - 33.33 MM
J@1CITO4 / DEPTH / ELLVP.TICN => "*" JLUMC 4 IS SUBCHURGM.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.00 / 4977.06
10B/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CCN=l FUN "*" OXCE I P USES THE NORM FUN OEIICN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00" 90008/ 0.00
90009/ 0.00
########################################
_> System inflows (data gip K3) at 10.67 hoots ( JunCtim / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
########################################
_> System inflows (data group K3) at 10.75 }roue ( Junction / Inflow,cfs 1
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
####################################If 0If
CYCLE 38500 TIME 10 Hrt9 - 41.67 KEN
JUUMC4 / DEPM / F3,EUMCN -> "*" Jl84CITCN IS SU OMP((M.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00. 103/ 0.00 / 4994.46
105/ D.00 / 4979.48 I06/ 0.00 / 4979.10 107/ 0.00 / 4977.06
308/ 0.00 / 4972.00 207/ 0.00 / 4977.06
Cam=/ FLOW C(NOUIT USES THE NOM+AL FLaq OPTION.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00* 90008/ 0.00
90009/ 0.00
#########################A##############
_> System inflows (data group K3) at 10.83 touts ( auction / Infloa,cfa )
' 101/ 0.00E+00
January 30, 2004
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103,' 0.00E+00
103/ 0.00E+00
105/ 0.00E+0D 107/ 0.00E+00 1D2/ 0.00E+00 103/ 0.00E+00
Page 28 of 37
I
I
I
I
I
1
I
I
I
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
###M###############M####################
########################################
_> System inflows (data groap K3) at 10.92 hoars ( Junction / Inf1m,cfs )
101/ 0.00E+00 105/ 0.00E+00 307/ 0.00E+0D 102/ 0.00E+00
###################################N##0#
CYCLE 39000 TIME 10 K9 s - 50.00 KN
JUNCTIQ4 / 04PM / ELEMUN => "+" JUN CN IS S(IP[TV=.
101/ MO / 4979.75 102/ 0.00 / 4984.00 103/ O.OD / 4994.46
1D5/ 0.00 / 4979.48 106/ 0.00 / 4979.10 LOW 0.00 / 4977.06
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
cavlrr/ FLOW => "+" OC NJIT USES THE NORIAL FILM! OMCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 9DO07/ 0.00" 90008/ 0.00
90009/ 0.00
############q#N####044#####N######p#X###
_> system inflows (data grow K3) at 11.00 haws ( Junction / Inflm cfs )
101/ O.00E+00 105/ o.00E+00 LOW O.DOE+00 102/ 0.00E+00
########################################
CYCLE 39500 TIME 10 FNS - 56.33 KIM
JUMMICN / EMM / EE/ATICN -> "•" JLWMCN IS SU8C7#S GEE.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 LOW 0.00 / 4977.06
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
CU=/ FILL] _> "*" CCl4QI1T USM THE NMAL FILM OMCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00' 90008/ O.DO
90009/ 0.00
############N######M####################
_> System inflows (data grasp K3) at 11.08 haves ( Junction / I1f1au,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
############################4######X####
M######N#####################X##########
_> System inflows (data group K3) at 11.17 hours ( Junnctim / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 LOW 0.00E+00 102/ 0.00E+00
#################################N######
CYCLE 40000 TIFF 11 H85 - 6.67 KM
JON (N / OEPM / E.EVAITCN -> "" JUMMUN IS SUR7V+OM.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.00 / 4977.06
108/ 0.00 / 4972.00 207/ O.DD / 4977.06
caii=/ FU)W "*" CQ= iSFS THE N340flL FILN CPfICN.
303/ 0.00 302/ 0.DO 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00• 90008/ 0.00
90009/ 0.00
##########################q#######NN####
_> System inflows (data grate K3) at 11.25 hours ( Junctim / Inflm,cfs )
101/ 0.00E+00 105/ 0.00E+00 LOW 0.00E+00 102/ 0.00E+00
#################################it4#####
CYCLE
40500 TIME 11 MM - 15.00 K14
JU=CN /
EEPM / EIEVATICN
=> "' JUt4CI1CN IS SUR}Ntd'k➢.
101/
0.00 / 4979.75
102/ 0.00 /
4984.00 103/ 0.00 / 4994.46
105/
0.00 / 4979.48
106/ 0.00 /
4979.10 LOW 0.00 / 4977.06
IDS/
0.00 / 4972.00
207/ 0.00 /
4977.06
�� u� a �s i� > i •+ ,. � • �3M (.
103/ 0.00E+00
103/ o.00E+oo
103/ 0.00Ei-00
1.03/ 0.00C+00
103/ 0.00E+00
' January 30, 2004 Page 29 of 37
EXTRAN Output File
Fort Collins Vehicle Storage Building
' 303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00. MS/ 0.00
90009/ 0.00
####N#w################XX#X#wX#####Y####
_> System inflows (data group Ki) at 11.33 hours f Juxi-ion / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
############11##############NII#########0#
'#######Ii################################
_> System inflows (data gip K3) at 11.42 hours I Junction / Inflaw,cfs )
III/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E400
'#############MX########w###X##########w#
CYCLE 410DO Ti[E 11 Hl� - 23.33 MN
JU=CN / CMM / ELEUATIC[4 => "*" JON=ICN IS SURaM C D.
101/ 0.00 / 4979.75 102/ MO / 4984.00 111/ 0.00 / 4994.46
105/ 0.00 / 4979.4B 106/ 0.00 / 4979.10 107/ O.OD / 4977.06
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
' ttNf7JIT/ EIEV => „+„ QHIa]IT U56 THE MML FLOW OP1TQ4.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00* 90008/ 0.00
90009/ 0.00
#############fl####################II#####
_> System inflows (data group PC) at 11.50 hours ( Juncciou / Infl. ,cfs )
101/ 0.00E+00 105/ 0.00E+00 307/ 0.00E+00 1021 0.00E+00
###############X#If######################
'## "If ##w############ ## #w # #########II######
_> System inflows (data group K3) at 11.58 Iw ( Junctiau / Inflow, cfs I
III/ 0.00E+0D 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
##IfII#41####II############If##N li##X##N######
' CYCLE 41500 TIME 11 HRS - 31.67 MEN
XWMCN / LEPIH / EfE=CN => "*" JfNCnCN IS SURCHARGED.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.46
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 LOW 0.00 / 4977.06
108/ 0.00 / 4972.00 207/ 0.00 / 4977.06
Ca=/ FICK """ Ca=T = UE EMIAL FILW CFnCN.
303/ 0.00 302/ 0.00 301/ 0.00 305/ 0.00
306/ 0.00 308/ 0.00 90007/ 0.00> 90008/ 0.00
90009/ 0.00
#############If 11##w####0 w#########w#w If 11
System inflows (data group K3) at 11.67 hours 1 JUnctim / Inflow,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
########################################
' CYCLE 42000 TIDE 11 HM - 40.00 MN
JU4=CN / [E41Ii / E[EVATICN -> "*" JUL= IS SD[C�.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4954.46
1 105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.00 / 4977.06
108/ 0.00 / 4972.DD 207/ 0.00 / 4977.06
CC[1=/ EIGN => "'" CGMrr USES THE I aVZ E369 OPPICN.
303/ 0.00 302/ 0.01 111/ 0.00 305/ 1,00
306/ 0.00 308/ 0.00 90007/ 0.00' 90008/ 0.00
90009/ 0.00
###############w########################
_> System inflows (data g� K3) at LI.75 bars 1 Junction / Inflow,cfs )
I 101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+10 102/ 0.00E+00
####################################N###
##################41#################!I###
_> System inflows (data groym K3) at 11.83 hours ( T. t-i. / Inflaw,cfs )
January 11, 1104
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+00
103/ 0.00E+0D
103/ 0.00E+00
103/ O.00F.+00
1N: 03-102.00
FTC-ULT-2.OUT
Page 30 oi'37
91
II
II
II
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
101/ 0.00E+00 105/ 0.00E+00 107/ O.o0E400 102/ O.OMM
####################N###################
CYCLE 42500 TIME 11 HRS - 48.33 WN
JIRMCN / DEPTH / EI=CN => JfRcTIQ4 IS SUKHU;M).
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.41
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.00 / 4977.01
JOB/ 0.00 / 4972.00 207/ 0.00 / 4977.06
aN=l FICA => + aN IIT USES THE NJML FLCW OPTICN.
303/ 0.00 302/ 0.00 301/ 0.00 305/
306/ 0.00 308/ 0.00 90007/ 0.00* 90008/
90009/ 0.00
#####################M##M###############
�> System inf1cw (data group K3) at 11.92 hours ( Junction / Infim,cfs )
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E400 102/ 0.00E+00
41#N#########4########0####0##If####N#0###
##########################M##N##########
_> System inflows (data gmp K3) at 12.00 hours ( Junctim / Inflaa,cfs I
101/ 0.00E+00 105/ 0.00E+00 107/ 0.00E+00 102/ 0.00E+00
############################0########q##
CYCLE 43000 TIME 11 EIFS - 56.67 MEN
JUEI,TICN / DEPM / E7EVAITCN => ""' JLTICTICN IS SMUP=.
101/ 0.00 / 4979.75 102/ 0.00 / 4984.00 103/ 0.00 / 4994.4E
105/ 0.00 / 4979.48 106/ 0.00 / 4979.10 107/ 0.00 / 4977.06
308/ 0.00 / 4972.00 207/ 0.00 / 4977.06
C3=/ FLAY CCN= USES THE NaMmL FLAY CPTICN.
303/ 0.00 302/ 0.00 301/ 0.00 305/
306/ 0.00 308/ 0.00 90007/ 0.00# 90008/
90009/ 0.00
+ F114E MMEL CCI,=CN #
FIN4L TIME - 12.00 HaM '
>>> MOM MM AND TIME OF EXI W PUN ARE:
JUrim mm:
1988001
YRACAA:
198B/ 1/ 1
TIME OF MY:
12.000 HIPS
JUtMC I / OEP➢i / EIh1/ATICN JUT1CrXCN IS SUF42H% CED.
101/
0.00 / 4979.75
102/ 0.00 /
4984.00
103/
0.00 / 4994.41
105/
0.00 / 4979.48
106/ 0.00 /
4979.10
107/
0.00 / 4977.0E
108/
0.00 / 4972.00
207/ 0.00 /
4977.06
CYNUTPf/
EIA4 - "*" O24DJIT USES 111E NMIAL FUN CEPLCN.
303/
0.00 302/
0.00
301/
0.00
305/
306/
0.00 308/
0.00
90007/
0.00*
90008/
90009/
0.00
Oa=/
VEILCITY
303/
0.00 302/
0.00
301/
0.00
305/
306/
0.00 308/
0.36
90007/
0.01
CWUAT/ C%SS SOMCML AREA
303/
0.00 302/
0.00
301/
0.00
305/
306/
0.00 308/
0.00
90007/
0.00
CiT=/
FII4AL MADE
303/
0.04 302/
0.00
301/
0.00
305/
306/
0.00 308J
0.06
90007/
0.67
CIIdLII1T/ HYXAMIC RADIUS
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
103/ O.00E+00
103/ 0.00E+00
103/ 0.00E+00
January 30, 2004
Page 31 of 37
EX7RAN Output File
Fort Collins Vehicle Storage Building
303/ 0.00 302/ 0.00
301/ 0.00 305/ 0.00
306/ 0.00 30B/ 0.01 90007/ 0.01
'
0==/ UPSNOW CCS*MREPM E MATIM
303/ 4994.46/ 4984.20 302/ 4984.00/
4980.86 301/ 4979.75/ 4979.58
305/ 4979.48/ 4979.20 306/ 4979.10/
4978.90 308/ 4977.06/ 4972.00
90007/ 4977.06/ 4977.06
#41#11,..#############a############################
# Surcharge iteration Sumary It
as####aa#######a##11 1111011 100H ##"###
MaYnnin nuTher of iterations In a tine step.....
12
Total nunber of iteration in the sinulatim..
86513
Average nurber of iteration per tim step......
2.00
Surcharge iterations cuing the smulationn......
113
Mncimm surcharge flaw error rhnong z=ulaticn.. 3.81E-01 cfs
Total nmdti of time steps dim simulation..
43200
lRW4WW#*#M#f#r11M#Wi44r#W*4MHYi#Hi}+++}Y}4*}4W*
+ CCN[ = QZ.PF u CQ• MCN S"m Y
TIDE IN MIN= lELT > MERU ME STFP 1
vMHWxM+#MMMWY-I4'RWY'RMMMf*1MMxM##xi}fY4}R
'
' SEE BFILW FiR EXPLMMCN C' =ANf TDE STEP.
CaUZT # TZE(EN) CCNQ7IT a ME(M) 014MIT It
TIME(M4)CaCr= # T31-E(M4)
303 0.00 302 0.00 301
0.00 305 0.00
306 0.00 308 0.00 90007
0.00
14}}4**}4*1%faW#S4Mr411MMH4iYa##f}#M+4WM+}#}
'
R am= MPANT 034=CN S[Mm
f 4*aa#1MM##W+M4fif#HM}1f I+M41M1M41M#Mr
C7I11M = CaU TT IMMI
1
TIDE STEP =
y
VELCC 7Y + SW ((#Nf*ARVVW1M)
#W#M!#f4Mxr444af WY*4+##+MW4#+##}##WY*}I#WY4M
• AVEFRIX WIM OaMITiCN TIDE =(SED2M)
'
IM 1xM#Hx.MIMIMrxxr4Yara4r+Wax#ixHMf#+x
CaW1.T It ME(SEL) Ca4 MT It TTME(SEL) C(NQ7IT It
TDE(SEC WCM # TINE(SEC)
303 75.61 302 30.92. 301
28.22 305 68.52
306 40.42 30B 352.23 90007
150.49
1
k ra#*f}%#}H#4#+#}W#I+M#}43WIM#*i*Mx4#MfMiWHx
'
* MPM CCNPNe[1LTY BALAMM AT 113E LAST TIME SM
HIHff411H1M1f4frHHx4MYf4 W#WWf4M+W4+H#M
1 JML71C 4 N4FUM, C mew m mwzr FIL7 nz +
'
If Mf#1Mx*xlHM#xYH#i*#i##+#}#}4RW*f#M#*i}1W
JMLMCN IIZUM, ET3
'
101 1.1277E+05
102 8.7323E+04
103 1.1267E+05
105 3.2678E+04
107 4.0932E+04
JIR%TSCN CU how, ET3
108 3.8673E+05
January 30, 2004
'
1N:03-102,00
FTC-ULT-2.OUT
Page 32 of 37
HXTRAN Output File
Fort Collins Vehicle Storage Building
###}*#*k*>ik%*#x##%
* =uAL sY" PEM vazE = 5.2660E-01 CU ET *
* TOM SYMM INFIM VCU E = 3.8638E+05 CU FT *
'
WILY? + INI= V(112E 3.8638E+05 CU FT *
* TOTAL 1-YSTII4 a TEICK 3.8673E+05 CU FT *
* VCLUM LEFT IN SY" TFM = 1.7380E+00 CU FT *
* COPf7lM + FRw%1 VCUME 3.8673E+15 CU FT
,
* EFRE IN CCNTINUPI7, PEN -ENT = -0.09
TEST WRITE OF ALTERWTVE 0341INUITY EFUCR CALCULATION
VCUM IEFT IN SYSTEM = -3.9047E+02 CU. FT.
EPRCR IN CINrILWITY PER CE2,7 = 0.10
I
1
1
I
1
1
# Time History of the H. G. L. (Eeet) #
##########4#######################dip ##################"#
FORT CC=NS VEHICLE SICRAL£ - DaRAN
JAN-2004 TEC, FIIE:FIC-ULT-2.0AT
JN: 03-102.00
FTC-ULT-2.OUT
Junction: 101 Junction: 102 ,unction: 103 Ju rction: 105 .unction: 107
Time Ground: 4985.80 Gcaad: 4987.90 Ground: 4998.50 Ground: 4985.40 Ground: 4984.10
Hr:Mn:Sc Elevation Depth Elevation Depth Elevation Depth Elevation Depth Elevation Depth
0: 8:20 4980.16 0.41 4984.16 0.16 4994.52 0.06 4979.90 0.41 4977.42 0.36
0:16:40 4%1.82 2.07 4984.61 0.61 4994.82 0.36 4981.59 2.11 4979.22 2.16
0:25: 0 4982.43 2.68 4984.99 0.98 4995.15 0.69 4982.15 2.67 4979.97 2.91
0:33:20 4983.24 3.49 4985.94 1.94 4995.82 1.36 4982.70 3.22 4981.22 4.16
0:41:40 4984.17 4.42 4985.99 1.99 4997.26 2.80 4983.06 3.58 4982.27 5.21
0:50: 0 4984.55 4.80 4985.58 1.58 4997.48 3.02 4982.96 3.48 4982.44 5.38
0:58:20 4984.75 5.00 4985.40 1.40 4997.05 2.59 4982.94 3.46 49a2.45 5.39
1: 6:40 4984.88 5.13 4905.33 1.33 4996.29 1.83 4982.93 3.45 49B2.42 5.36
1:15: 0 4984.97 5.22 4985.08 1.09 4995.51 1.05 4902.92 3.44 4982.40 5.34
1:23:20 4985.00 5.25 4984.89 0.89 4995.24 0.78 4982.90 3.42 4982.37 5.31
1:31:40 4985.00 5.25 4984.83 0.83 4995.15 0.69 4982.87 3.39 4982.35 5.29
1:40: 0 4985.00 5.25 4984.88 0.88 4995.09 0.63 4982.84 3.36 4982.32 5.26
1: 48:20 49B4.98 5.23 4984.88 0.88 4995.06 0.ED 4982.81 3.33 4982.28 5.22
1:56:40 4984.96 5.21 4984.88 0.88. 4995.03 0.57 4982.77 3.29 4982.25 5.19
2: 5: 0 4984.92 5.17 4984.87 0.87 4994.9E 0.52 4982.70 3.22 4982.20 5.14
2:13:20 4984.86 5.11 4984.85 0.85 4994.87 0.41 4982.57 3.09 4982.09 5.03
2:21:40 4984.78 5.03 4984.77 0.77 4994.77 0.31 4982.50 3.02 4981.97 4.91
2:30: 0 4984.69 4.94 4994. 68 0.68 4994.72 0.26 4982.45 2.97 4981.93 4.77
2:38:20 4984.59 4,84 4984.5B 0.58 4994.68 0.22 4982.41 2.93 4981.67 4.61
2:46:40 4984.49 4.74 4984.48 0.48 4994.65 0.19 4982.38 2.90 4901.50 4.44
2:55: 0 4984.39 4.CA 49B4.43 0.43 4994.63 0.17 49B2.36 2.88 4981.29 4.23
3: 3:20 4984.28 4.53 4984.32 0.32 4994.62 0.16 4982.34 2.86 4981.02 3.96
3:11:40 4984.17 4.42 4984.18 0.18 4994.60 0.14 4982.31 2.83 4980.72 3.66
3:20: 0 4984.05 4.30 4984.15 0.15 4994.59 0.13 4982.26 2.80 4980.47 3.41
3:28:20 4983.93 4.18 4984.12 0.12 4994.58 0.12 4982.26 2.78 4980.29 3.23
3:36:40 4983.81 4.06 4984.10 0.10 4994.57 0.0 4962.25 2.77 4980.15 3.09
3:45: 0 4983.68 3.93 4984.10 0.10 4994.56 0.10 4982.23 2.75 4980.03 2.97
3:53:20 49B3.55 3.80 4984.08 0.08 4994.55 0.09 4982.22 2.74 4979.92 2.86
4: 1:40 4983.42 3.67 4984.07 0.07 4994.54 0.08 4982.20 2.72 4979.81 2,75
4:10: 0 4983.28 3.53 49B4.07 0.07 4994.54 0.08 4982.18 2.70 4979.69 2.63
4:18:20 4983.13 3.38 4984.06 0.07 4994.54 0.08 49B2.16 2.68 4979.56 2.50
4:26:40 4902.9B 3.23 4984.06 0.06 4994.54 0.08 4962.13 2.65 4979.42 2.36
4:35: 0 4982.82 3.07 4984.04 0.04 4994.51 0.05 4982.10 2.62 4979.25 2.19
4:43:20 4982.66 2.91 4984.02 0.02 4994.49 0.03 4982.04 2.56 4979.08 2.02
4:51:40 4982.47 2.72 4984.01 0.01 4994.48 0.02 4981.90 2.42 4979.02 1.96
5: 0: 0 4982.24 2.49 4984.01 0.01 4994.48 0.02 4981.73 2.25 4978.97 1.91
5: 8:20 4981.88 2.13 4984.01 0.02 4994.47 0.01 4981.46 1.98 4978.B9 1.83
5:16:40 4979.81 0.06 4984.01 0.01 4994.47 0.01 4979.60 0.12 4977.44 0.38
5:25: 0 4979.78 0.03 4984.00 0.00 4994.47 0.01 4979.53 0.05 4977.22 0.16
5:33:20 4979.77 0.02 4984.00 0.00 4994.46 0. GO 4979.52 0.04 4977.17 0.11
January 30, 2004 Page 33 of 37
'
EXTRAN Output
File
JN: 03-102.00
Fat Collins Vehicle
Storage Building
FTC-ULT-2.OUT
'
5:41:40
4979.77
0.02
4984.00
0.00
4994.46
0.00
4979.51
0.03
4977.14
0.08
5:50: 0
4979.76
0.01
4984.00
0.00
4994.46
0.00
4979.50
0.02
9977.13
0.07
5:58:20
4979.76
0.01
4984.00
0.00
4994.46
0.00
4979.50
0.02
4977.12
0.06
6: 6:40
4979.76
0.01
4984.00
0.00
4994.46
0.00
4979.50.
0.02
4977.11
0.05
'
6:15: 0
4979.76
0.01
4984.00
0.00
4994.46
0.00
4979.49
0.01
4977.10
0.05
6:23:20
4979.76
0.01
49B4.00
0.00
4994.46
0.00
4979.49
0.01
4977.10
0.04
6:31:40
4979.76
0.01
4984.00
0. DO
4994.46
0. DO
4979.49
0.01
4977.10
0.04
6:40: 0
4979.75
0.00
4984.00
0. DO
4994.46
0.00
4979.49
0.01
4977.09
0.03
6:48:20
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.49
0.01
4977.09
0.03
6:56:40
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.49
0.01
4977.09
0.03
7: 5: 0
4979.75
0.00
9984.00
0.00
4994.46
0.00
4979.48
0.01
4977.08
0.03
7:13:20
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.08
0.02
7:21:40
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.08
0.02
7:30: 0
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.08
0.02
7:38:20
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0. GO
4977.08
0.02
7:46:40
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.4E
0.00
4977.08
0.02
7:55: 0
4979.75
0.00
4984.01
0.00
4194,46
0.00
1971,411
0,00
4977.08
0,02
1
B: 3:20
4979.75
0.00
4964.00
0.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
8:11:40
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
8:20: 0
4979.75
0.00
4984.00
C.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
8:28:20
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
8:36:40
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
'
8:45: 0
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
8:53:20
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
9: 1:40
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
1:10: 0
4979,75
0.00
4914,01
0,00
1994,41
0.00
1979,41
0,00
4177,07
0.01
9:18:20
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
9:26:40
4979.75
0.00
4904.00
0.00
4994.46
0.00
4979.40
0.00
4977.07
0.01
9:35: 0
4979.75
0.00
4984.00
0.D0
4994.46
0.00
4979.48
0.D0
4977.07
0.01
9:43:20
4979.75
0.DD
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
9:51:40
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
'
10: 0: 0
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.4E
0.00
4977.07
0.01
10: 8:20
4979.75
0.00
49B4.00
0.00
4994.46
0.00
4979.48
0.00
4977.07
0.01
10:16:40
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.06
0.00
10:25: 0
4919,71
0.00
1914,10
0.00
4994.46
0.00
1979,18
0.00
4977,06
0,00.
'
10:33:20
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.06
0.00.
10:41:40
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.06
0.00
10:50: 0
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.06
0.00-
10:58:20
4979.75
0.00
4984.00
0.00
4994.46
0.0D
4979.48
0.00
4977.06
0.00
11: 6:40
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.06
0.00
L
11:15: 0
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.06
0.00
11:23:20
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.06
0.00
11:31:40
4979.75
0.D0
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.06
0.00
11:40: 0
4979,71
0.00
4911*00
0,00
4994.46
0.00
4979,11
0.00
4977.06
0.00
11:48:20
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.06
0.00
11:56:40
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.06
0.00
Mean
4981.50
1.75
4984.25
0.25
4994.70
0.24
4980.71
1.23
4978.69
1.63
Maximnt
4985.00
5.25
4985.99
1.99
4997.48
3.02
4983.06
3.58
4982.45
5.39
'
t4inimm
4979.75
0.00
4984.00
0.00
4994.46
0.00
4979.48
0.00
4977.06
0.00
1
'
* JUNCTION SUMMARY STATISTICS
FW CMtdNS VEHI(IE STWa - Da?AN
JAN-2004
TEE, FUE:FTC-MT-2.tAT
'
UPPESS=
ME N
MA`Clb&M
TIME =I OF
FFEI' M.
LEtVU1
111m{
l *mq-M
GF=
PIPE CFCM
JUNCPICN JOUCaCN JUNCPICN
OF SL1ELt4O
E
DEM IS
OF
OF
92 CMCN
JtMMCN EEWCICN ELEVATION ELEVATICN AVERAGE ELEV. COaFE•0.E
AT MAX
MCA
C OUKD
SUFCHAPUC
FIlSDI6G
AREA
NR4ER
(FT)
(FT)
(FT) It CJVNS£ _(FT)- HR.
M[N. EILMTICN
ELLVATIC14
(MIN)
(MIN)
_(SQ.FT)
101 4985.80
4985.30
4981.49 0.0046
4985.00
1
30
0.00
0.80
0.0
0.0 1.184E+05
102 4%7.90
4987.90
4984.25
0.0052
4986.22
0
35
0.00
1.68
0.0
0.0 7.412E+02
103 4998.50
4998.50
4994.70
0.0035
499751
0
47
0.00
0.99
0.0
0.0 1.083E+04
105 4985.40
4985.30
4980.71 0.0032
4983.07
0
40
0.00
2.33
0.0
0.0 1.657E+02
I
1D6 4985.00
4980.70
4980.17 0.0180
4982.64
0
52
1.94
2.36
290.5
0.0 3.334E+02
107 4984.10
4984.10
4978.69 0.0035
4982.45
0
54
0.00
1.65
0.0
0.0 2.141E+04
108 4978.60
4974.00
4972.63 0.0187
4973.81
0
54
0.00
4.79
0.0
0.0 9.238E+02
207 4984.10
4979.06
4977.82 0.0112
4979.69
1
1
0.63
4.41
129.9
0.0 6.58BEH02
January 30, 2004 Page 34 of 37
I
I
1
I
1
J
r.
J
1
11
I
EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building I-TGULT-2.011T
1
N Tine History of Flo. and Velocity #
# Q(cfs), Vel(ft/s), Total(cvloic feet) #
-� rr r4 air r••r a
Tire
Conlat:
301
Cmdait:
305
Conduit:
308
Cordult:
90008
Hr:M:Sc
Flaw
Veloc.
now
Veloc.
now
Veloc.
Eia
Veloc.
0: 8:20
0.93
2.60
0.89
2.49
0.00
0.56
0.00
0.00
0:16:40
6.94
3.93
10.00
5.65
12.17
7.62
0.00
0.00
0:25: 0
7.70
4.35
11.80
6.66
17.12
8.24
2.36
0.00
0:33:20
10.76
6.09
10.39
5.88
25.52
8.59
19.33
0.00
0:41:40
15.37
8.69
7.66
4.34
26.94
8.74
21.16
0.00
0:50: 0
1B.45
10.44
6.17
3.49
27.22
8.82
17.17
0.00
0:58:20
19.67
11.13
5.99
3.39
27.24
8.B3
16.72
0.00
1: 6:40
20.43
11.56
6.06
3.43
27.20
8.62
16.91
0.00
1:15: 0
20.95
11.85
6.14
3.47
27.16
8.81
17.12
0.00
1:23:20
21.21
12.00
6.16
3.49
27.12
8.80
17.19
0.00
1:31:40
21.37
12.09
6.17
3.49
27.08
8.78
17.21
0.00
1:40: 0
21.48
12.15
6.17
3.49
27.04
8.77
17.21
0.00
1:48:20
21.57
12.21
6.17
3.49
26.98
8.75
17,21
0.00
1:56:40
21.65
12.25
6.16
3.49
26.92
'B.74
17.19
0.00
2: 5: 0
21.84
12.36
6.04
3.42
26.85
8.71
16.82
0.00
2:13:20
22.15
12.53
5.90
3.34
26.68
8.66
16.44
0.00
2:21:40
22.13
12.52
6.18
3.49
26.48
8.61
16.05
0.00
2:30: 0
21.91
12.40
6.70
3.79
26.26
8.54
15.23
0.00
2:38:20
21.66
12.25
7,27
4.12
26.01
8.47
14.39
0.00
2:46:40
21.27
12.04
7.99
4.52
25.75
8.41
13.27
0.00
2:55: 0
20.85
11.80
8.81
4.98
25.65
8.47
12.05
0.00
3: 3:20
20.42
11.55
9.77
5.53
25.30
8.53
10.65
0.00
3:11:40
19.97
11.30
10.74
6.08
23.57
8.53
9.24
0.00
3:20: 0
19.47
11.02
11.48
6.49
21.66
8.58
8.01
0.00
3:28:20
18.94
10.72
12.08
6.84
20.19
B.50
6.87
0.00
3:36:40
18.31
10.36
12.11
6.95
19.19
8.43
6.20
0.00
3:45: 0
17.64
9.98 -
12.06
6.83
18.27
8.35
5.57
0.00
3:53:20
16.93
9.58
12.02
6.80
17.49
8.26
4.93
0.00
4: 1:40
16.17
9.15
11.96
6.77
16.68
8.19
4.21
0.00
4:10: 0
15.36
8.69
11.91
6.74
15.38
8.11
3.44
0.00
4:18:20
14.48
8.19
11.84
6.70
14.99
8.01
2.65
0.00
4:26:40
13.53
7.66
11.75
6.65
14.01
7.88
1.78
0.00
4:35: 0
12.51
7.08
11.65
6.59
12.96
7.73
0.86
0.00
4:43:20
11.48
6.50
11.49
6.50
11.79
7.55
0.00
0.00
4:51:40
11.04
6.25
11.05
6.26
11.15
7.45
0.00
0.00
5: 0: 0
10.47
5.93
10.49
5.94
10.60
7.35
0.00
0.00
5: 8:20
9.58
5.42
9.64
5.47
9.83
7.22
0.00
0.00
5:16:40
0.01
0.61
0.05
1.03
0.70
3.35
0.00
0.00
5:25: 0
0.00
0.42
0.01
0.54
0.06
1.62
0.00
0.00
5:33:20
0.00
0.35
0.00
0.42
0.02
1.11
0.00
0.00
5:41:40
0.00
0.31
0.00
0.36
0.01
0.91
0.00
0.00
5:50: 0
0.00
0.29
0.00
0.32
0.01
0.80
0.00
0.00
5:58:20
0.00
0.26
0.00
0.29
0.01
0.72
0.00
0.00
6: 6:40
0.00
0.24
0.00
0.27
0.00
0.67
0.00
0.00
6:15: 0
0.00
0.23
0.00
0.25
0.00
0.63
0.00
0.00
6:23:20
0.00
0.21
0.00
0.24
0.00
0.59
0.00
0.00
6:31:40
0.00
0.21
0.00
0.23
0.00
0.56
0.00
0.00
6:40: 0
0.00
0.19
0.00
0.22
0.00
0.54
0.00
0.00
6:48:20
0.00
0.18
0.00
0.18
0.00
0.52
0.00
0.00
6:56:40
0.00
0.18
0.00
0.20
0.00
0.51
0.00
0.00
7: 5: 0
0.00
0.18
0.00
0.19
0.00
0.49
0.00
0.00
7:13:20
0.00
0.17
0.00
0.19
0.00
0.48
0.00
0.00
7:21:40
0.00
0.17
0.00
0.18
0.00
0.46
0.00
0.00
7:30: 0
0.00
0.17
0.00
0.17
0.00
0.45
0.00
0.00
7:38:20
0.00
0.16
0.00
0.17
0.00
0.44
0.00
0.00
7:46:40
0.00
0.16
0.00
0.17
0.00
0.44
0.00
0.00
January 30, 2004
Page 35 of 37
'
CXTRAN Output File
JN: 03-102.00
Fort Collins Vehicle Storage Building
FTC-ULT-2.OUT
'
7:55: 0 0.00 0.16 0.00
0.17
0.00
0.42
0.00
0.00
8: 3:20 0.00 0.16 0.00
0.16
0.00
0.42
0.00
0.00
8:11:40 0.00 0.16 0.00
0.16
0.00
0.42
0.00
0.00
'
8:20: 0 0.00 0. DO 0.00
8:28:20 0.00 0.00 0.00
0.16
0.16
0.00
0.00
0.41
0.40
0.00
0.00
0.00
0.00
8:36:40 0.00 0.00 0.00
0.16
0.00
0.40
0.00
0.00
8:45: 0 0.00 0.00 0.00
0.15
0.00
0.40
0.00
0.00
8:53:20 0.00 0.00 0.00
0.15
0.00
0.40
0.00
0.00
9: 1:40 0.00 0.00 0.00
0.15
0.00
0.39
0.00
0.00
9:10: 0 0.00 0.00 0.D0
0.15
0.00
0.39
0.00
0.00
9:18:20 0.00 0.00 0.00
0.15
0.00
0.38
0.00
0.00
9:26:40 0.00 0.00 0.00
0.00
0.00
0.38
0.00
0.00
9:35: 0 0.00 0.00 0.00
0.00
0.00
0.38
0.00
0.00
'
9:43:20 0.00 0..00 0.00
0.00
0.00
0.38
0.00
0.00
9:51:40 0.00 0.00 0.00
0.00
0.00
0.37
0.00
0.00
10: 0: 0 0.00 0.00 0.00
0.00
0.00
0.37
0.00
0.00
10: 8:20 0.00 0.00 0.00
0.00
0.00
0.37
0.00
0.00
10:16:40 0.00 0.00 0.00
0.00
0.00
0.37
0.00
0.00
t
10:25: 0 0.00 0.00 0.00
0.00
D.00
0.37
0.00
0.00
10:33:20 0.00 0.00 0.00
0.00
0.00
0.37
0.00
0.00
10:41:40 0.00 0.00 0.00
0.00
0.00
0.37
0.00
0.00
10:50: 0 0.00 0.00 0.00
0.00
0.00
0.37
0.00
0.00
'
10:58:20 0.00 0.00 O.DO
0.00
0.00
0.37
0.00
0.00
11: 6:40 0.00 0.00 0.00
0.00
0.D0
0.37
0.00
0.00
11:15: 0 0.00 0.00 0.00
0.00
0.00
0.37
0.00
0.00
11:23:20 0.00 0.00 0.00
0.00
0.00
0.37
0.00
0.00
11:31:40 0.00 0.00 0.00
0.00
0.00
0.36
0.00
0.00
11:40: 0 0.00 0.00 0.00
0.00
0.00
0.36
0.00
0.00
11:48:20 0.00 0.D0 0.00
0.00
0.00
0.36
0.00
0.00
11:56:40 0.00 0.00 0.00
0.00
0.00
0.36
0.00
0.00
Mean 7.29 4.21 3.80
2.26
9.D0
3.82
4.25
0.00
'
M3s5man 22.15 12.53 12.11
6.85
27.24
8.83
21.16
0.00
Ennimm 0.00 0.00 0.00
0.00
0.00
0.36
0.00
0.00
Total 3.133E+05 1.635E+05
3.869E+05
1.827E+05
'
1
+r+rr+rar+rr+++rrwrrrrrrrrraraar.r+a++++rrrrrrar+rra+a++rrr
* CONDUIT SUMMARY STATISTICS
'
rr++++++++rxrrr+wwwrr++rar++rrrwr+».wxawrra+aa+r+ar++wrwwr
EURT C"TJ S VaUC[E STUAY£ - EXPE444
XV-2004 TFC, ETIE:FIC-U1212.U%T
Ca=IT MNSIDf m
TIME
MAXIMN
TIME
=0 OF
MA M CEPftiAWYE IEISTH CaCUIT
DESIGN DESIGN VE1aTQ1L mvUPID
OF
Oa-FUI4D
OF
M. TO
DIV. AT CQA;UIT ENDS OF NOW Al
02= FLOW VELOCITY [EFIl{ EUM
OSDEa N',Z
VELOCITY
00OM40M
DESIGN
UPSTRF 06dtSII FIM
NlHBER (m) (FPS) (IN) (CES)
HR. MIN.
(EPS) HR.
MIN.
FLOW
(FI) (FT) (MIN) (FT/ET)
'
303 2.71E+01 11,28 21,001 3.13E+01
302 8.93E+01 12.64 36.000 8.02E 01
0
0
56
35
13,00
13.11
0 56
0 35
1.15
0.90
3.05 2.02 44.1 0.02931
2.22 4.14 197.3 0.01794
301 6.03E+00 3.41 18.000 2.22E+01
2
17
12.59
2 17
3.69
5.25 3.49 2.0 0.00330
305 5.69E+00 3.22 18.ODO 1.27E+01
0
28
6.89
0 28
2.14
3.59 3.44 0.0 0.00293
306 6.25E+00 3.54 18.000 1.21E+01
0
28
7.05
0 28
1.94
3.54 3.55 0.0 0.00354
308 2.38E+01 7.59 24.000 2.72E+01
0
54
8.83
0 54
1.14
2.63 1.81 4.0 0.01110
'
90007 2.32E+01 0.52 23.994 2.72E+01
0
54
8.69
0 54
1.18
5.39 2.64 222.1 0.00005
90008 U4DEF LNDEF MEW 2.35E+01
0
38
90009 ❑ DEF LNI F MCW 2.72E+01
0
54
1
1
»w»raaaaaawara:arr+.xrrrrrrr+raraaar+a+aaaarxwrr
* SUPLRIITCAL AND CRITICAL FILW ASSfD7PfICtS E" *
* SLEROUTINE HEAD. SEE EIaM 5-4 IN THE EXaWN *
EM FOROER*INFC!44TICN.
'
a+rar.arFflNf&L
rarxrraxxxaxrxarrwraa
1
January 30, 2004 Page 36 of 37
' EXTRAN Output File JN: 03-102.00
Fort Collins Vehicle Storage Building FTC-ULT-2.OUT
1
L'
1
t=i
IFS1Olt1
Iaum
LUUM
OF
OF
OF UPSM.
OF DU&U1R.
mm
TOM
t^a*MIL 4
PF MIN
0LT
IIa
SOBCP=ICAL
CRTIICM
CRMCAL
FIGW
AVERAGE
EUN
HYETOULIC
CROSS =
N(MBER
FILAVlt4it4)
FLCS4(t3II4)
FILAVM)
nCW(t41N)
(as)
V. ORM
CUBIC FT
P MUS(FT)
AREA(M)
303
331.77
50.05
0.00
338.18
2.61
0.0933
1.1273E+05
0.5324
2.4053
302
331.77
298.02
0.00
90.22
4.63
0.0082
2.0014E+05
0.9127
6.4491
301
228.25
303.48
0.00
188.27
7.25
0.0208
3.1305E+05
0.4562
1.7671
305
164.18
300.65
0.00
255.17
3.76
0.0179
1.6324E+05
0.4564
1.7671
306
155.27
184.03
0.00
380.70
3.78
0.0158
1.6329E405
0.4563
1.7671
30B
6.25
713.75
0.00
0.00
8.95
0.0202
3.8873E+05
0.6085
3.0852
90007
5.12
714.88
0.00
0.00
8.95
0.0060
3.8675E+05
0.6083
3.1400
90008
UM-=
UN EFMM
tDIIF MeD
U EEF04FD
4.23
1.8253E+05
90009
U4[E TM
tN M7 ➢tO
t7 EEM D
Uri=
8.95
3.8673E+05
* AVERAGE $ CHUM IN JU4CIICN QY C=IT IS tEE= AS: '
* C=TT & CIPME ®> 100.0 ( Q(n+l) - Q(n) 1 / Qfull
" JU+LTICN S CK*M g> 100.0 ( Y(n+l) - Y(n) 1 / Yfull
' The CorcUit with the largest average change... 303 too 0.093 percent
The Jluicti Mdth the largest average change... 108 had 0.019 percent
1
1
1
1
_> Mctended Transport nuJol su:ulatim ended nomelly.
a> Correct Black Name not found.
_> 12 was foul instead. Piogran stops.
_> Check your data ir:put for the folloM g prcble :
1. Using the M¢oxg executable file.
2. TW many hydrograpt input data lines.
3. S61+M Block is mmented out of MUN.FCR
4. Wang input sequence of data (likely!).
_> Yes input file Man nand : ftn-ult-2.dat
_> Your output file Man named: ftc-ult-2.mt
* M Ml 4AGU Simrlatim Date and Two Surwe y
* Starting Date... Jammry 26, 2004
* Time... 16:19:26. 86 '
* R:dirg Date... January 26, 2004
' Time... 16:20: 4.902
' Elapsed Tine... 0.647 mimtes.
" Elapsed Tice... 38,818 seconds. "
January 30, 2004 Page 37 of 37
11
1
1
LI
11
1
p
1
i
1
1
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1
1
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TEC
1
OLD TOWN BASIN
MASTER DRAINAGE PLAN
BASELINE HYDROLOGY
VOLUME I
TECHNICAL APPENDIX
A,B,C,D,E,F
PREPARED FOR:
City of Fort Collins Utilities
700 Wood Street
Fort Collins, CO 80521
PREPARED BY.•
Anderson Consulting Engineers, Inc.
772 Whalers Way, Suite 200
Fort Collins, CO 80525
(ACE Project No. COFC14.1)
July 11, 2003
ANdERSON CONSULTING ENGINEERS, INC
Civil WaterResources Environmental
' ql
� a e
r
K Pr, 1
�Y
'ti
In
a♦ln�,-YAM- Y. ♦ � ':n. C4 .. .. ` �. ,
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r' ' ♦.4 sty♦ k 1�Ai�� 9i
rta" R.f 475
ELM SI �
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11 44
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cRRY Si ��i557i _`" IJ� I
` 5V8
MAP _ c— "
512
11
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s -i
I
—__. —�_.. ___ _'__ _._ :>�❑ 'T `..mow'.,
i
I
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1
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1
I
Old Town, Subbasin Parameters
Subbasin
ID
Tortonveyance
Element .,
Width
(ft)
Area
(acres)
Percent
Impervious
Overland
Slope
. ftlft
Overfantf"Flow
Length
(ft)
401
422
2150
14.7
80
0.006
300
402
421
2050
9.3
90
0.010
200
405
405
1100
5.1
90
0.006
200
s5011
501
1150
19Zi*
,. a
0.010
350
502
502
2600
12.0
40
0.020
200
503
503
5050
28.9
50
0.020
250
504
504
4500
36.1
50
0.008
350
505
575
3000
27.4
50
0.006
400
506
576
3100
24.8
50
0.007
350
507
507
4150
35.6
50
0.008
375
508
508
2650
15.1
50
0.020
250
509
463
3750
26.0
50
0.010
300
510
475
4750
38.0
60
0.020
350
511
472
3050
21.1
50
0.020
300
512
512
2400
16.6
50
0.020
300
513
464
1650
13.3
50
0.010
350
514
434
1300
7.5
50
0.006
250
515
485
3700
25.3
50
0.008
300
516
516
5650
38.8
50
0.009
300
517
477
2000
16.1
50
0.015
350
518
518
1900
15.4
50
0.015
355
519
519
2300
14.5
30
0.065
275
520
570
2400
12.9
20
0.010
235
521
573
2450
22.0
20
0.010
390
522
522
1550
12.4
50
0.006
350
523
523
6650
45.7
50
0.010
300
524
524
5750
26.4
50
0.010
200
525
454
2200
12.5
50
0.020
250
526
490
2900
16.6
50
0.010
250
527
413
3700
25.4
55
OUiD
300
528
419
5100
29.3
55
0.008
250
529
604
3450
37.6
75
0.010
475
531
479
2300
18.5
50
0.010
350
532
424
1750
10.0
50
0.013
250
533
425
1850
10.5
50
0.010
250
534
426
4200
29.0
55
0.013
300
535
430
4800
34.5
90
0.005
315
536
811
2350 1
8.1
90
0.005
150
' T:10PEN\Cofc14\cofc14 old town prmtrs tbl-rev.wpd B.1 - 1 of 14 ANdErsoN ConsulTinq ENGiNEErs, INC.
II
-- -.. EXISTING CONTOUR
- - EXISTING INDEX CONTOUR
DRAINAGE BASIN BOUNDARY
X . . . DRAINAGE SUB -BASIN BOUNDARY
y FLOW ARROW
MAJOR BASIN ID
1 p,5i BASIN AREA
MINOR BASIN ID
1,p4 BASIN AREA
501 RRID1 2 0 �o DESIGN POINT
Saal.: 1"=100' DRAINAGE SUMMARY "
Design
Point
Sub-baRin
ID
Ala (A)
(a)
C Value
Timc of Concentration
Mechanics 1a Design Point
Minx
(min)
Molar
(min)
10-yr
(as)
100-yr
(c6)
Nonh OS-1
3R2
OLW
13.1
2.0
8.7
28.4
Intel OS-2
6.6E
om
19.1
9.1
6.0
21.4
SX 101
9.70
ELSE
22.3
10.5
20A
73.5
Swale 102
5.15
0.55
47.4
35.9
2.7
0.5
Future 103
IOSS
0.58
55.1
41.3
9.0
29.9
101a
1.45
ELSE
15.1
0.5
3A
13.4
b
101b
0.70
0.5E
15.0
6.0
1.3
8.5
c
Volt
1.21
0.5E
19A
1.6
2.2
t0A
a
101E
642
0.8E
102
4.e
2.2
15.D
101•
1.32
0.8E
13.5
6.1
3.5
12.2
1011
2.53
0.8E
1A9
e.9
6.4
2E.6
LOT 1 POND
SUMMARY
TABLE
INTERIM EDMENTIONS
WOCV REQUIRED
0.43 AC -FT
WOCV PROVIDED
0.47 AC -FT
WOCV ELEVATION
"111.56
STORAGE VOLUME
PROVIDED
2.50 AC -FT
100-YR MEL (EXTRAN)
4984.25
TOP OF BANK
4985.5E
ULT WTE CONDITIONS
WOCV REQUIRED
0.43 AC -Fr
WOCV PROVIDED
0.47 AC -FT
VIDCV ELEVATION
4981.56
STORAGE VOLUME
PROVIDED
3.19 AC -FT
100-YR WSEL (EXPRAN)
4955.00
TOP OF BANK
4985.5E
OTHER PONDS SUMMARY
TABLE
STORAGE VOLUME
IN SWALE
0.01 AC -FT
IN-YR MEL IN
SIVAJUE
4936.n
STORAGE VOLUME
IN NTURE POND
0.25 AC -FT
100-YR WSLL IN
NTURE POND
4992.51
STORAGE VOLUME
IN NORTHERN POND
0." AC -FT
100-YR WSEL IN
NORTHERN POND
4982.45
WOCV FOR LOTS
1. 2 AND 3 ARE STORED IN THE LOT 1 POND
NOTES:
1. ALL CONSTRUCTION/DEVELOPMENT LOTS 2 AND 3 ARE NOT BEING PROPOSED WITH THIS
DEVELOPMENT OF LOT 1.
2. EXISTING CONTOURS ARE FROM CT' OF FORT COLLINS AND ARE SHOWN IN 2 FOOT
INCREMENTS. PLEASE SEE CONSTRUCTION PUNS FOR BETTER ON -SITE REPRESENTATION.
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
APPROVED:
m [xcmEER M1E
CHECKED BY:
w.Tv wN sEwER arxm DATE
CHECKED BY:
STORM WATER UnUTY WR
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712 WHALERS WAY
BLDG B. SUITE 100
IT GOWNS. CO 805
(970) 223-1820
DRAINAGE
MAP
PROJECT:03-102
DATE:01/30/04
DRAWN:DJM
� 1
n