HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 2_12/20/2018 (8)August 9, 2018
Job No. 17-137
CONCURRENCY ANALYSIS
Pelican Square
Village of Tequesta, Florida
SITE DATA
The subject parcel is located between Canal Court and Inlet Court, west of US -1 in the
Village of Tequesta, Florida and contains approximately 1.05 acres. The current
addresses are 691 and 19626 N. US Highway 1, 3471 Inlet Court and 3486 Canal Court,
and the Property Control Numbers for the subject parcel are:
60-43-40-30-58-001-0000 60-43-40-30-58-002-0000
60-43-40-30-58-003-0000 60-43-40-30-58-004-0000
The site is currently vacant with an alley that will be vacated. Proposed site development
consist of the construction of office space with nine apartments above and one townhouse
building with three units. For additional information concerning site layout and location
please refer to Site Plan by Gentile, Glass Holloway, O'Mahoney and Associates, Inc.
CONCURRENCY STATEMENT
As previously mentioned, the site is currently vacant and proposed modifications consist
of office space with nine apartments above and one townhouse building with three units.
The nine -1 bedroom apartments range from 890-1222 SF, and the community recreation
room is 890 SF, and office space totals 4922 SF. The townhomes will consist of 3 -
bedroom units with square footages ranging from 1900 SF to 2300 SF per unit. The level
of service impacts of the proposed development are as follows:
SEWER DEMAND
2 D.U.'s x 300 GPD + 1 DU x 360 GPD = 600 + 360 = 960 GPD
D.U. D.U.
9 D.U.'s x 160 GPD = 1440 GPD
D.U.
TOTAL = 2400 GPD (residential)
Concurrency Analysis
Job No. 17-137
August 9, 2018 — Page 2
CONCURRENCY STATEMENT (CONTINUED)
5812 SF Office** x 15 GPD = 872 GPD (Non- residential)
100 SF
Total Wastewater Demand = 3272 GPD
Allowable Residential Level of Service* = 108 GPD x 2.3erp sons x 12 DU = 2981 GPD
Person DU
2981 GPD > 2400 GPD
*assuming 2.3 persons/DU
** includes 890 SF Community Recreation Room
POTABLE WATER DEMAND
Potable water demand has been calculated based on the sewer demand outlined above
and applying a conservative 20% factor.
Residential: 2400 GPD x 1.2 = 2880 GPD
Non -Residential: 872 GPD x 1.2 = 1046 GPD
Total Water Demand = 3926 GPD
Allowable Residential Level of Service* = 180 GPD x 2.3erp sons x 12 DU = 4968 GPD
Person DU
4968 GPD > 2880 GPD
*assuming 2.3 persons/DU
Allowable Non- Residential Level of Service = 3030 GPD
AC
3030 GPD > 1046 GPD
As detailed above, the impacts of the proposed development are less than the
allowable level of service standards.
Amy N. Galvez, P.E.
FL Reg. No. 55386
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