HomeMy WebLinkAboutCT 00-06; BRESSI RANCH; ANALYSIS AND RECOMMENDATIONS FOR PROVIDING WATER SERVICE; 2004-06-03It
DEXTER WILSON ENGINEERING, INC.
June 3, 2004
Sares-Regis Group
18802 Bardeen Avenue
Irvine, CA 92612-1521
Attention: Patrick Russell, Project Manager
Subject: Bressi Ranch Water Service
DEXTER S. WILSON, P.E.
ANDREW M. OVEN, P.E.
STEPHEN M. NIELSEN, P.E.
MICHAELJ. FILECCIA, P.E.
804-001
1 u
This letter summarizes our analysis and recommendations for providing water service.
to Planning Areas 1 through 5 of the Bressi Ranch project. Proposed developm~nt
within these planning areas consists of 40 industrial lots ranging from 1.5 to 9.8 acres
in size. The total project acreage is approximately 129 acres.
Purpose of Study \
Water service to the project will be provided by the Carlsbad Municipal Water District.
A water system analysis dated October 22, 2002 (revised November 5, 2003) was
prepared for the Bressi Ranch pl'Oject including the industrial areas (Planning Areas
1 through 5). This study identifies the backbone water facilities necessary to serve
Planning Areas 1 through 5, but does not identify how water servic~ will be provided
to each industrial lot. The purpose of this study is to identify the currently proposed
layout of the industrial lots and to provide recommendations for providing domestic
and fire protection service to each industrial lot.
703 PALOMAR AIRPORT ROAD, SUITE 300 • CARLSBAD. CA 92009 • (760) 438·4422 • FAX (760) 438'()173
Patrick Russell
June 3, 2004
Page 2
Design Criteria
The design criteria utilized in this analysis is based on the March 2003 Carlsbad
Municipal Water District Water Master Plan Update prepared by Dudek & Associates.
Since the building square footages are not yet known, a water duty factor of 2,160
gallons per day (gpd) per acre was used to estimate average annual water demands for
industrial development. To convert average annual demands to maximum daily
demands and peak hour demands factors of 1.65 and 2.90 were used, respectively.
The design fire flow rate for industrial development is 4,000 gpm. It is assumed that
this fire flow can be split evenly between the two closest hydrants to the fire location.
Water service zones are generally planned to result in maximum static pressures
ranging from 60 psi to 125 psi. During peak hour demands, a minimum residual
pressure of 40 psi is required. During a maximum day demand plus fire flow scenario,
a minimum residual p~essure of 20 psi must be achieved in the system.
Pipelines are sized to achieve the above stated pressure requirements and to prevent
velocities in excess of 8.0 feet per second during peak hour flow conditions. Pipelines
are also sized to prevent headlosses in excess of 10 feet per 1,000 feet of piping during
peak flow conditions.
Projected Water Demands
Planning Areas 1 through 5 are within the District's 550 and 700 Zones for water
service. Table 1 summarizes the projected water demands within each zone.
Patrick Russell
June 3,2004
Page 3
TABLE 1
BRESSI RANCH PLANNING AREAS 1-5
PROJECTED WATER DEMANDS
The total estimated average annual water demand for Planning Areas 1 through 5 is
0.28 mgd. This equates to a maximum daily demand of 0.46 mgd and a peak hour
demand of 0.81 mgd.
Water Service Overview
Table 2 summarizes the anticipated range of lot elevations and maximum static
pressures within each service zone.
550
700
TABLE 2
BRESSI RANCH PLANNING AREAS 1-5
WATER SERVICE ZONE SUMMARY
290 415 58
415 440 113
113
123
Patrick Russell
June 3, 2004
Page 4 .
Water service to the 550 Zone portion of the project is to be supplied by a I6-inch line
in EI Camino Real and a 12-inch line in EI Fuerte Street. These lines will be connected
by a I2-inch pipe in Gateway Road. The sizing of waterlines in the cul-de-sacs off
Gateway Road will be dependent on the locations of-fire hydrants within these streets.
The exact locations of these hydrants has not yet been determined, but in general we
are recommending I2-inch water lines be extended to each hydrant. Water lines that
supply water services only are adequate as 8-inch.
The 700 Zone portion of the project will be supplied by the 30-inch water line in
Palomar Airport Road and 24-inch water line in El Fuerte Street. Service to Planning
Area 5 will be provided by constructed a I2-inch loop between these two pipelines. The
water services for the two lots within Planning Area 4 that will be served by the 700
Zone are proposed to be supplied by constructing an 8-inch stub off the 24-inch pipeline
in El Fuerte Street.
Recommendations
Figure 1 attached provides the recommended water system facilities for the project.
Since the location of fire hydrants within cul-de-sacs has not yet been determined and
since some of the larger industrial lots may require onsite fire hydrants, it is our
recommendation that the attached figure be updated once this information has been
provided to us.
Patrick Russell
June 3, 2004
Page 5
Thank you for the opportunity to work on your project. If yo~ have any questions or
require additional information, please let us know.
Dexter Wilson Engineering, Inc.
~M.~
Stephen M. Nielsen
SMN:jaa
cc: Karen Beighley, Project Design Consultants (3 copies via US Mail)
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CS2\ \FS\DWG\804001\FIGURE-1,DWG 06-02-04 13:40:49
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PALOMAR
GATEWAY ROAD
LEGEND
------EXISTING 700 ZONE WATER
PROPOSED 700 ZONE WATER
------EXISTING 550 ZONE WATER
PROPOSED 550 ZONE WATER .. PROPOSED FIRE HYDRANT
- - --WATER SERVICE ZONE BOUNDARY
I
=; :30" -=i
~1.. F7je~,.,.. S17r~I2r'C
--.......
SCALE' 1" = 500'
FIGURE 1
BRESS! RANCH
INDUSTRIAL LOTS
PROPOSED WATER