HomeMy WebLinkAbout2000 12 04 Regular B Construction of Retention Pond
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COMMISSION AGENDA
ITEM B
Consent
Information
Public Hearin2
Ref!ular XX
November 27. 2000
Meeting
MGR. V /De~t~
REQUEST: Community Development Department, Land Development Division, seeks
guidance from the Commission as it relates to the construction of a retention pond
within the 100 year flood zone in the proposed Belfaire (aka Battle Ridge)
Subdivision,
PURPOSE: The purpose of this agenda item is to seek guidance from the Commission as to the
interpretation of the Annexation and Pre-Development Agreement entered into
between the City and Battle Ridge Companies, Inc. as it relates to the construction
of a retention pond within the 100 year flood zone,
APPLICABLE AGREEMENT OR CODE:
ANNEXA TION AND PRE-DEVELOPMENT AGREEMENT
SECTION 7. CITY CONDITIONS OF APPROVAL
It is hereby ORDERED AND RESOLVED by the City Commission ofthe City of
Winter Springs, Florida, that the property referred to as the BATTLE RIDGE
PROPERTY (hereinafter referred to as the "Property"), be annexed into the City,
designated on the Future Land Use Map and in the City's Comprehensive Plan as
"Lower Density Residential" and rezoned to R-IA subject to the following terms
and conditions:
A.
B.
C. Wetlands.
1. .....
November 27,2000
REGULAR AGENDA ITEM B
Page 2
2.
3. To further protect the adjacent wetlands, Developer agrees to design
its stormwater runoff and retention system for the uplands developable
portion of the project in accordance with Outstanding Florida Water
(OFW) design criteria as established by Florida Department of
Environmental Protection and the St. John's River Water Management
District.
4, Property will be developed in a manner to avoid any negative impacts
on any endangered plant or animal species. Further, no construction shall
be permitted within the one hundred (100) year flood plain as most recently
established for this property.
CODE OF ORDINANCES - CITY OF WINTER SPRINGS, FLORIDA
Chapter 9 - LAND DEVELOPMENT
Section 9-101(a)(2) - Land which is subject to periodic flooding as
evidenced by being within the one-hundred-year flood boundary in the U.S.
Army Corps of Engineers study, as depicted on the flood boundary and
floodway map of the city prepared by the federal emergency management
agency, or classified as occasionally flood-prone or flood-prone, or similar words
on the United States Geological Survey flood-prone maps, or having extreme soil
or surface water and/or groundwater hazards as evidenced by having a flooding
hazard every year, or depth to seasonally high water table of zero (0) to fifteen
(15) inches at any time during the year as shown in Table 4, Soil Survey, Seminole
County, Florida by United States Department of Agriculture Soil Conservation
Service, shall not be developed, unless developer shall submit documentation
evidencing conclusively that these hazards can and will be eliminated in relation to
the purpose for which the land is to be developed, This documentation in the form
of soils and other studies, engineering, and other suitable evidence and guarantees,
shall be submitted prior to or along with the preliminary plan submitted.
Section 9-241. Stormwater management.
(a) The design concept for drainage systems in proposed developments shall be
approved by the city engineer, All drainage systems shall have a positive outlet or
overflow unless documented as being unnecessary by geohydrologic investigation
November 27,2000
REGULAR AGENDA ITEM B
Page 2
based on a twenty-five year design storm,
(b) All drainage facilities shall be designed for a rainfall of a twenty-five-year/
twenty-four-hour return period using an SCS Type II Modified rainfall
distribution. The twenty-five-year/twenty-four-hour storm is the "design storm".
( c) The drainage system for each subdivision shall include a sufficient facility to
remove stormwater without flooding any lot in the proposed subdivision or in the
surrounding territory, All finished floor elevations shall be a minimum, of one and
one-half (1 1/2) feet above the hundred-year flood stage,
(d) Retention/detention ponds,
(1) Dry bottom ponds. All dry bottom retention/detention ponds will have
a pond bottom elevation of no less than one (1) foot (twelve (12) inches)
above the seasonal high ground water elevation, which is to be determined
by a registered professional engineer in the State of Florida with an
expertise in soils. The side slopes of all dry bottom retention/detention
ponds shall not be steeper than two and one-half (2 1/2) horizontal to one
(1) vertical, All dry bottom ponds with no exceptions, in which the side
slopes are steeper than four (4) horizontal to one (1) vertical shall require a
green chainlink fence with a minimum height of four (4) feet. All fences
must meet setback requirements in section 6-193, buildings and building
regulations,
(2) Wet bottom ponds. All wet bottom ponds must have side slopes no
steeper than four (horizontal) to one (1) vertical measured from the top of
the berm down to at least three (3) feet below the normal water level,
measured vertically, This is the side slope transition point. Side slopes
may then transition, from the transition point, to no steeper than two (2)
horizontal to one (1) vertical down to the pond bottom. Wet bottom pond
side slopes steeper than these values are not allowed, If a fence is used, it
must be of the same specifications as the fence for dry bottom ponds.
(3) All ponds. Retention, detention, percolation, and treatment of
stormwater are required by the city, Stormwater regulations, criteria and
requirements of the State of Florida, St. Johns Rive Water Management
District and the Department of Environmental Protection, as they may exist
and be modified from time to time, are to be the regulations, criteria, and
November 27,2000
REGULAR AGENDA ITEM B
Page 4
requirements which the city shall utilize for review of stormwater
facilities, All city stormwater requirements shall also apply in addition to
any federal and state requirements, If there is a conflict between
requirements, the stricter requirement will apply. All ponds shall have a
minimum ten (10) feet wide easement to each pond dedicated to the city
and the howeowners' association (if planned). All fenced ponds must have
a locked gate with ten-foot wide gate opening.
(e) Flow quantities off-site are not to exceed that prior to development. The
stormwater runoff volume and rate from the "design storm", for the post
development condition, shall not exceed that for the pre-development condition.
(f) The city encourages the preservation of existing swamp areas, ponds (including
intermittent ponds), wetlands and wet areas, and bayheads for water storage and
conservation purposes. Existing flood storage quantities shall not be reduces by
development from that which existed on-site prior to development. Pre and post-
development volume must be adhered to with additional compensating storage for
all floodwater displaced by development below the elevation of the hundred-year
flood as defined by the Federal Emergency Management Agency on the latest
official panel of the Flood Insurance Rate Map. Compensating storage is to be
calculated between the hundred-year flood elevation and the seasonal high water
tabled. The seasonal high water table shall be established by a registered
professional engineer in the State of Florida with expertise in geotechnical
engineering based on recent soil borings on the subject site, There must be at least
one (1) soil boring per pond, performed at the proposed location of the pond.
(g) The development of each phase of a development shall be capable of standing
on its own if subsequent areas planned for development are not developed,
(h) Inlet spacing, Inlets shall be spaces in such a manner as to accept one hundred
(100) percent of runoff, Typically, the maximum allowable gutter run will be
seven hundred fifty (750) feet on streets with curbs, unless specifically excepted by
the city engineer, On streets other than streets with curbs, the actual required
spacing will depend on the characteristics of each particular site. Calculations will
be provided to show the hydraulic grade line (water level) in all inlets and
stormwater manhole when the pond reaches its maximum stage water elevation
during the design storm. At no time will the hydraulic grade line be allowed to be
higher than the edge-of-pavement at inlets and at no time be higher than the
manhole rim at storm water manholes. See subsection 9-300 for standard curb
November 27,2000
REGULAR AGENDA ITEM B
Page 5
inlet. Florida Department of Transportation (FDOT) inlets may be used at the
discretion of the city engineer.
(i) Lot grading, To facilitate proper stormwater surface runoff from residential
lots, the minimum residential lot line slope that can be accepted is one and one-
quarter (1.25) percent. This will only be allowed in areas that have good
percolation of rainfall into the soils, In areas that do not have good percolation of
rainfall into the soils, the minimum lot line slope that can be accepted is one and
one-half (1,50) percent.
The determination of good percolation of soils will be made by the city engineer
based on a recent soils report by a registered professional engineer in the State of
Florida with an expertise in soils. The soils report may have to include the results
of a recent soil permeability test is required by the city engineer.
FINDINGS: 1) The City has allowed retention ponds to be placed in the 100 year flood zone
or in isolated areas where a flood elevation has not been determined but are
considered to be flood prone Some of the areas are located in Tuskawilla, Mount
Greenwood, The Highlands, Foxmoor and Winding Hollow.
2) The proposed preliminary engineering, as presented to Staff, meets all Code
requirements and is to be forwarded to the Planning and Zoning Board for their
action once guidance is received from the Commission,
3) Staff supports the placement of the retention pond provided that all the
requirements of St. Johns River Water Management District criteria are met and
that the pond is designed to meet the Outstanding Florida Water criteria,
4) There will be no structures placed in the 100 year flood zone area.
RECOMMENDA TION:
Staff recommends that the City Commission renders a favorable decision and
allows the retention pond to be located as shown on the engineering plans.
November 27,2000
REGULAR AGENDA ITEM B
Page 6
ATTACHMENTS:
A - Section 7,C.3, and 4, of the Annexation and Pre-Development
Agreement
B - David E. Mahler, P.E. (consulting engineer) letter to Don LeBlanc
dated September 12, 2000
C - Raymond R. Bradick letter to Ron McLemore dated November 2, 2000
D - Map depicting pond and residential development for Belfaire
COMMISSION ACTION:
ATTACHMENT A
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Dwelling District, and Chapter 9 of the Land Development
Regulations, Winter Springs City Code.
C. Wetlands.
1. Any existing wetlands or other areas which are in the jurisdiction of
the Florida Department of Environmental Protection (FDEP), St.
Johns River Water Management District (SJRWMD), or the U.S.
Army Corps of Engineers (ACOE) shall be subject to the applicable
rules and regulations of those respective agencies.
2. Following final wetlands boundary determination and platting, but
within one year of this Agreement, the Owner of the Property shall
convey, at no cost to the Grantee, the wetlands portion of the
Property to a responsible public or private non-profit environmental
agency reasonably acceptable to the City. Pursuant to City Code,
all wetlands shall be delineated according to FDEP, SJRWMD, and
ACOE jurisdictional lines.
3. TO,further protect the adjacent wetlands, Developer agrees to
design its stormwater runoff and retention system for the uplands
developable portion of the project in accordance with Outstanding
Florida Water (OFW) design criteria as established by Florida
Department of Environmental Protection and the St. Johns River
Water Management District.
4. Property will be developed in a manner to avoid any negative
impacts on any endangered plant or animal species. Further, no
construction shall be permitted within the one hundred (100) year
flood plain line as most recently established for this property.
D. Fire and Police Public Safety Facilities Impact Fees.
Applicants for building permits within the Property shall comply with the
City Impact Fee Ordinances, as they may from time to time be amended,
imposing impact fees for fire and police public safety facilities.
E. Transportation.
1. Applicants for building permits within the Property shall comply with
the City Road Impact Fee Ordinance, as it may from time to time
be amended, imposing impacts fees for transportation
improvements.
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ATTACHMENT B
September 12, 2000
CPH Engineers, Inc.
1117 E, Robinson St., Suite C
Orlando, FL 32801
Phone: (407) 425-0452
Fax: (407) 648-1036
www.cphengineers.com
Mr. Don LeBlanc
City of Winter Springs
1126 East SR 434
Winter Springs, Florida 32708
RE: Review of Belfaire Subdivision Re-submittal Package
Submittal Dated August 21,2000
CPH Job No. W0491.11
Dear Mr. LeBlanc:
We have reviewed the plans and response letter submitted by Bowyer-Singleton &
Associates Incorporated for the Belfaire Subdivision. They have addressed all of the
comments except one adequately. The developer will need to address and provide some
type of documentation regarding the decision that was agreed to by the City and the
developer to allow the pond construction to occur within this area. This is an issue that
could cause problems before the City council if it is not properly addressed. Once
sufficient documentation on this issue is provided, we have no objections to the project
continuing through the approval process.
Should there be any questions regarding our review of this project, please feel free to
contact me at (407) 425-0452.
Sincerely,
:PJ?~1c
Project Managi;"".E
]:\ W0491,ll\resubmittal commentletter.doc
cc: Mr. David M. Schmitt, P.E., Bowyer Singleton
SANFORD . ORLANDO . DELAND . PALM CITY . CAPE CORAL . JACKSONVILLE
ATTACHMENT C
November 2,2000
BoWYER=SKNGlETON
& ASSOCIATES, INCORPORATED
File No.: BTR-1
Mr. Ron McLemore
City Manager
City of Winter Springs
1126 East State Road 434
Winter Springs, Florida 32708
520 SOUTH MAGNOLIA AVENUE. ORLANDO, FLORIDA 32801
407-843.5120 . FAX 407-649.8664
Subject:
Belfaire (Battleridge)
Dear Mr. McLemore:
We are proceeding with the PSP approval process and are anticipating being scheduled for the Planning
and Zoning Commission meeting and subsequent City Commission meeting. The plan that has been
submitted reflects no lots within the 100-year flood area. We have located the stormwater retention
ponds downstream from the proposed lots, and generally within the 1 OO-year flood area.
The following information will be helpful to explain the reasoning and benefits of this location for the
retention pond:
· The retention pond is predominantly upland of the environmental jurisdictional lines.
Placing the retention pond between the lots and environmental land provides a natural
separation and prevents future homeowners from impacting the wetlands. Both
St. Johns River Water Management District (SJRWMD) and the United States Army
Corps of Engineers (USACOE) representatives encourage this practice. Both agencies
have given preliminary approval of the pond location.
· Retention pond provides an open water habitat for birds and animals to use. for food
supply.
· The retention pond excavation provides additional 1 OO-year flood storage in the basin.
· Retention pond location is more efficient located at the lower elevation of the property.
· It is standard practice in all surrounding cities and counties to locate the retention ponds
in the i aD-year fiood areas. We have done prior projects in Winter Springs that
positioned retention ponds in the 1 OO-year flood area.
I trust that this information is helpful. If you have any questions, please contact me to further discuss this
issue.
~4~
aym nd R. Bradick c:;
P '(lent J 3 \ \
RRB:nnb
BTRICom200 1
.c: Ralph D. Singleton, Central Meridian Corporation
Mr. Donald LeBlanc, City of Winter Springs
David M. Schmitt, P.E., Bowyer-Singleton & Associates, Inc.
/
ATTACHMENT D
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