HomeMy WebLinkAboutDrainage Reports - 01/12/1990k I
-04
DRAINAGE REPORT
FOR
ROCKY MOUNTAIN BATTERY AND RECYCLING P.U.D.
JANUARY 1990
PREPARED BY
STEWART & ASSOCIATES, INC.
Ali /S90
SITE LOCATION:
The site is situate in the Northeast I of Section 2,. Township 7 North, Range 69 West
of the Sixth P.M., Fort Collins, Larimer County, Colorado. The street address is
1475 North College Avenue. The area is 1.54 acres. It is bounded on the East by
North College Avenue, the South by Cottonwood Plaza Shops, the West by vacant land,
and on the North by Front Range Steel. The property is approximately 1150 feet South
of Willox Lane.
EXISTING CONDITIONS:
Most of the site is in the 100 year flood plain of Dry Creek. the 100 year flood
plain elevation is 77.3 fet as per the Dry Creek Drainage Planning by Gingery
Associates, Inc. completed in April, 1980. At present there is not a designed outlet
for runoff for properties in the area. For future developments in this area a master
drainage plan shold be developed to serve the needs of these properties.
The East 0.62 acres of the site is developed with two buildings, a asphalt driveway
and parking area, and several small grass areas. North College Avenue is existing
asphalt. There is an 18" CMP running along the west side of North College Avenue
across the property. The West 0.92 acres is a horse pasture with very little grass.
The slope on the East part of the site is away from the buildings at about 0.4% on
the North side and about 1% on the South side of the buildings. There will be no
site changes on this East 0.62 acres at this time. The slope on the West 0.92 acres
is about 0.80% from North to South.
OFF SITE:
The Cottonwood Plaza Shops have constructed a one and one half foot dirt dike along
their West property line to restrict the flow from the West. This has created a
low area at the Southeast corner of the total site (100 feet South of our South
boundary line).. When this area overflows, it goes east to College Avenue. All
existing as runoff shown on Figure 1 goes to this low area now. There is also a
dirt dike of one foot more or less along the South property line of Front Range Steel
running about 200 feet west from their East property line.
FINAL DESIGN:
The East 0.62 acres of the site will not be considered in the drainage calculation
because there is no change to the existing conditions. Therefore the existing runoff
will equal the developed runoff for this area.
The offsite runoff onto the property will be routed along the West of the site in
a dirt channal. The channal is 0.5 feet feep by ten feet wide with a carrying
capacity of 4.17 c.f.s. which is greater than the 100 year runoff to the site of
1.79 c.f.s.
Flow onsite will be directed to the South of the building area where it will be
detained. The required detention is 4896 cubic feet. The capacity of the detention
pond is 7411 cubic feet. This is 33% larger than required which should help the
overall drainage in the area. The outlet from the pond will be in a 6 inch P.V.C.
pipe to the existing 18" CMP on the west side of College Avenue. The outlet rate
is 0.65 c.f.s. which is less than the historic rate of 0.66 c.f.s.
Rocky Mountain Battery and Recycling P.U.D.
January 1990
Continued
The 18" outlet pipe is not a designed storm drainage pipe but has been installed
along the west side of College to help direct flow to Dry Creek by each individual
property owners need. The flow along College Avenue varies from open channel to
pipes across the different properties. The 18" outlet pipe does not have the capacity
to handle all runoff to it; therefore our pond will not function as designed but
it is better to have an outlet than to discharge back to overland flow.
Franklin D. Blake, P.E. & L.S.
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COMPUTATIONS
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