HomeMy WebLinkAboutPOUDRE FIRE AUTHORITY SPECIAL REVIEW COUNTY REFERRAL - 44 91 - SUBMITTAL DOCUMENTS - ROUND 1 - APPLICANT COMMUNICATION (2)Northern Engineering Services, Inc.
August 14, 1991
Mr. James A. Cox
Architecture Plus
318 East Oak Street
Fort Collins, Colorado 80524
re: Conceptual Water Investigation
Poudre Fire Authority Training Academy
Larimer County, Colorado
Project No. 9119.01
Dear Jim:
At your request, Northern Engineering Services has conducted
a conceptual investigation of the water supply for the proposed
Fire "Training Academy to be operated by the Poudre Fire Authority.
The project site is a 28-acre parcel located on the western
end of Vine Drive, approximately 1,300 feet west of the
intersection with Overland Trail. The site is generally flat,
sloping gently downward to the northeast and is mostly covered with
dryland grass. Existing water mains run north -south in an easement
along the south half of the east boundary of the site. These mains
are a 24-inch high pressure main belonging to the City of Fort
Collins and a 48-inch low pressure main serving the Anheuser-Busch
brewery, but maintained by the City of Fort Collins. East.of these
lines, another 24-inch main belonging to North Weld County also
runs north -south.
Proposed site improvements consist of a Burn Tower for
training fire fighters, six fire hydrants, a permanent pond for
pumping into and out of, and separate men's and women's restrooms.
Approximately 1,000 feet of roadway will provide access to the
facilities.
Mr. Mark Taylor, of the City of Fort Collins Water and
Wastewater Department, has indicated that the project can tap both
the 24-inch and the 48-inch mains. Provisions will have to be made
in the final utility design to prevent cross -flow between these
mains. Proposed water mains on the site will have to be sized at
final design to accommodate flows anticipated at the fire hydrants.
420 S. Howes • Suite 106 • Fort Collins. Colorado 80521 • (303) 221-4158
Mr. James A. Cox
August 14, 1991
page 2
Mr. Gene Chantler, of the Poudre Fire Authority, has indicated
that a maximum flow 5,000 gallons per minute will be pumped from
the fire hydrants during training and testing operations. This
maximum flow would occur approximately two or three times per year
and would last for two to three minutes.
Required flows for the restrooms would easily be provided by
a water distribution system sized to handle the flows described
above.
If you have any questions or comments regarding the preceding,
please contact me at your earliest convenience.
Sincerely,
NORTHERN ENCs NEERTNG�SERVICES, INC.
Michael F. Jones P.E.
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