HomeMy Public PortalAboutLTC 011-2016 Sewer Capacity Status Impacts to the VillageBAL HARBOUR
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OFFICE OF THE VILLAGE MANAGER LETTER TO COUNCIL
NO. 011-2016
To: Mayor Martin Packer and Members of the Village Council
From: Jorge M. Gonzalez, Village Manager µA
Date: January 15, 2016
Subject: Sewer Capacity Status Impacts to the Village
The purpose of this Letter to Council (LTC) is to provide you with information concerning the
recent Miami Dade County designation of Pump Station One (PS-1) to Initial Moratorium,
(IM) Status.
PS-1 services the entire Residential Gated Community and the Condominiums on the east
side of Collins Avenue from the new Oceania condominium development northward to the
Ritz Carlton Hotel. As you are aware, the gravity sewer system is experiencing increased
inflow and infiltration resulting in increases in pump operational times at the Village's
sanitary pump stations. This type of activity is attributable to age related deterioration of
pipes and structures allowing ground water to infiltrate the system. In addition, the Village
single family and high rise residential units are continuously being upgraded and frequently
reconstructed, adding to the demand on the sewer system.
Every month Bal Harbour Village receives a Certification of Nominal Average Pump
Operating Time (NAPOT) report from the Miami Dade County Department of Regulatory
and Economic Resources, Division of Environmental Resources Management (DERM), of
all the sanitary sewage pump station(s) within their jurisdiction. The latest NAPOT report
received from DERM this January, The latest report places an Initial Moratorium, (IM) status
on PS-1 within the Village of Bal Harbour.
When a pump station receives this designation from DERM, the following information
applies:
• A station is placed manually under IM when the Projected NAPOT is larger than 10.0
hours and the station's previous moratorium was OK.
The utility, or station owner, shall submit a Remedial Action Plan (RAP) within 30
days to bring the station back in compliance with the federal criteria, including
correction of an overflow condition.
A station may also be placed into this status if there are excessive overflows
associated with the station. Certifications will not be issued.
Impact to the Village
Under the (IM) designation nine (9) properties located within the Residential Gated Section
which are serviced by PS-1 are affected by the IM status. This means that while building
permits for these properties have been issued as of this date, no certificates of occupancy
can be issued by the Building Official until the pump station is deemed to be in compliance.
Additionally, no new building permits can be issued for properties serviced by PS-1 which
would increase the sewage flow of the current sanitary sewer system until the pump station
is deemed compliant and records operating runs times below the maximum of 10 hours per
day.
It should be noted that, building permits can still be issued in situations where renovations
or new construction at the affected property does not increase the impact to the pump
station with increased sewer volume flows.
Four (4) properties serviced by PS-2 are not affected and the certifications can be issued
since PS-2 is deemed in compliance at this time.
Utility System Condition
As previously discussed during the Bal Harbour Utility Masterplan development process, the
majority of the Village's gravity sanitary sewage collection system was constructed in 1946.
The existing sanitary sewage collection system within the Village is "too old, too shallow and
too flat." The system was not properly designed or constructed even to 1946 standards,
which are similar to the current standards regarding minimum slopes and flowage (velocity)
rates. Permitting, regulation and enforcement in 1946 were inconsistent to non-existent
thereby providing opportunity for a substandard system to be constructed. Modern day
regulation and enforcement are superior to the practices of old. Over the course of the last
fifteen (15) to twenty (20) years, numerous repairs and modifications have been performed
to maintain the operation of the Village's infrastructure.
Recent evidence that age and corrosion have taken their toll on the system has been
revealed in leaks, failing valves and collapsing pavement. Additional data indicates that the
gravity sewer system is experiencing increased inflow and infiltration which is the entry of
ground water into the system, resulting in increases in pump operational times at the
Village's lift stations.
Actions Taken
In recognition of the distressed state of the Bal Harbour Village Utility System and to meet
the negotiated terms contained within the Sewer and Sand Agreement, between the Village
of Bal Harbour and Consultatio Bal Harbour, LLC, the Bal Harbour Village Council,
approved two Resolutions 2015-924 and 2015-925 on February 17, 2015 (See Attached).
The resolutions adopted the Sewer and Sand Agreement and approved an agreement with
Craig A. Smith and Associates to prepare the necessary engineering analysis, design,
permitting and specifications to remove and enhance the existing gravity sewer system
along Harbour Way and build a new sanitary pump station located near the yacht basin.
This project is Phase One of the planned Utility System restoration. The project is well
under way with the construction portion of the project undergoing the bid review process as
of this date.
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