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Facilities plan

Harbor Brook Environmental Information Document (Aug 2005)
by Brown and Caldwell and EcoLogic
for Onondaga County Dept of Water Environment Protection

1. Description of proposed action

1.1 Project need and benefits (Moffa / Brown and Caldwell 2002)

The proposed project is designed to abate the combined sewer overflows (CSOs) into Harbor Brook. CSOs are relief points in the wastewater collection system designed to operate when the hydraulic capacity of the pipes is exceeded. CSOs direct a mixture of storm water and untreated sanitary wastewater to nearby water bodies.

The discharge of untreated sewage through CSOs to Harbor Brook affects the water quality of the creek and contributes to conditions where the bacterial levels measured in nearshore regions of Onondaga Lake adjacent to Harbor Brook exceed the fecal coliform bacteria standards set in 6 NYCRR Part 703.4. These exceedences of the bacteria standards occur during and subsequent to precipitation events that trigger operation of the CSOs. Fecal coliform bacteria are a type of bacteria whose natural habitat is the colon of warm-blooded animals, such as humans. While most fecal coliform bacteria are not harmful, their presence is used as an indicator of the potential presence of pathogenic (disease causing) microorganisms associated with recent fecal contamination. When fecal coliforms are present in waters in numbers that exceed ambient water quality standards, those waters are considered impaired for contact recreation. CSOs also contribute to the release of floating solids in violation of 6 NYCRR Part 703.2. The term floating solids or "floatables" is used to describe those materials that float at or near the water surface, and can include neutrally buoyant materials that are carried along within the flow. Besides being unsightly in the water bodies, floatables may also be a source of pathogens and Biochemical Oxygen Demand (BOD). CSO-related pollutants have a negative impact on the ecology of natural waters and contribute to problems in other areas of the environment. The nature of floatable material can vary widely, and can include:

  • Street litter such as plastics, paper, and cigarette butts
  • Natural material such as leaves, branches, and twigs
  • Sewage-related material such as condoms, tampons, toilet paper, fecal matter, and other material flushed down toilets.

There are 18 NYSDEC-permitted CSOs within the Harbor Brook project area; as listed in Table 1-1 these overflow points handle a combination of sewage and stormwater flows from drainage basins ranging in size from 6 to 350 acres. Locations of the CSOs and proposed CSO abatement facilities are shown in Figure 1-1.
 
Table 1-1. Harbor Brook combined sewer overflows
CSO Location Drainage area (acres)
  LOWER BASIN  
063 Emerson Ave. - SW 122
003 Hiawatha Blvd 112
004 State Fair Blvd 350
  MIDDLE BASIN (covered section of Harbor Brook)  
005 W. Genesee & Sackett 13
006 Park Ave & Sackett (west) 10
006A Park Ave & Sackett (east) 7
007 Richmond Ave & Liberty 24
008 Lakeview Ave & Liberty 6
009 W Fayette (west) 28
010 W Fayette (east) 16
011 Gifford St @ Fowler H.S. 20
013 Seymour St 12
  UPPER BASIN  
014 Delaware St 196
015 Herriman & Grand Ave 40
016 Lydell St 9
017 Hoeffler St 25
018 Rowland St 145
078 Bellevue Ave & Velasko Rd 86
(Source: Brown and Caldwell, 2004)

Figure 1-1. Location of CSOs and proposed CSO abatement facilities in HB project area
Figure 1-1. Location of CSOs and proposed CSO abatement facilities in HB project area

This CSO abatement project is among the requirements of the (ACJ) dated January 1998. As described in Section 1.2.1 of this document, various engineering improvements are required by the ACJ to bring Onondaga Lake and its tributary streams into compliance with the requirements of the Clean Water Act. To assist in meeting these requirements, the proposed Harbor Brook project will involve the conveyance, storage, and high-rate treatment of overflows (up to the 1-year, 2-hour design storm) in two Regional Treatment Facilities (Section 4.1), and other facilities as necessary and appropriate.

The proposed level of abatement will have significant positive consequences on both environmental quality and public health. By reducing the amount and frequency of CSO discharges, less floatables, bacteria, and associated pollutants will reach Onondaga Lake via Harbor Brook. This will improve the aesthetics of both water bodies and work towards the restoration of conditions supporting recreational use of Onondaga Lake.

1.2. Regulatory setting

1.2.1. ACJ requirements

In January 1998, the Northern New York Federal District Court signed an Amended Consent Judgment (ACJ) between Onondaga County, the State of New York, and the Atlantic States Legal Foundation, establishing a phased 15-year program of upgrades and improvements to the County's wastewater collection and treatment system. The ACJ includes three major elements:

  1. Changes to the wastewater and stormwater collection systems to reduce Combined Sewer Overflows (CSOs).

  2.  
  3. Improvements to the Metropolitan Syracuse Wastewater Treatment Plant (Metro) to provide a higher level of treatment to wastewater prior to discharge. The primary objective of these improvements is to significantly reduce ammonia and phosphorus concentrations in the treated effluent and thus reduce loading of the pollutants to Onondaga Lake.

  4.  
  5. Monitoring Onondaga Lake, the lake tributaries, and the Seneca River to track their response to the pollution abatement actions through an Ambient Monitoring Program (known as the AMP).

Specific language in the ACJ regarding CSO improvements is quoted below:

CSO CONTROL AND UPGRADE COMPLIANCE SCHEDULE

 
14. The County shall design, construct, maintain, and modify and/or supplement, as necessary, a CSO control and upgrade program in accordance with DEC CSO guidance, as set forth in TOGS 1.6.3 (CSO Control Strategy), which implements the "presumptive approach" in EPA's CSO control policy, as set forth in 59 F. R.18688 (April 18, 1994). The County's program shall achieve the following:
A. elimination or the capture for treatment of no less than 85% by volume of the combined sewage collected in the combined sewer system during precipitation events on a system-wide annual average basis,
B. elimination or minimization of floating substances in Onondaga Lake attributed to the County's CSOs, and
C. achievement of water quality standards for bacteria for all portions of Onondaga Lake that are classified as "Class B" pursuant to 6 NYCRR Part 895.
 
To achieve compliance with the above requirements, the County shall complete the specific tasks by the applicable milestone compliance date set forth in the CSO Control and Upgrade Schedule. and hereby made an enforceable part of this Amended Consent Judgment. All elements of the CSO Control and Upgrade program shall be completed and in full operation on or before January 1, 2012. Consistent with the EPA's CSO Control Policy, the County shall implement such additional upgrades and other measures, subject to DEC's approval, as may be necessary to ensure that the CSO discharges remaining after implementation of the CSO Control and Upgrade Program do not cause or contribute to conditions in violation of water quality standards or impair the designated best uses of the receiving waters.

1.2.2. Harbor Brook status as an impaired waterbody

The NYSDEC monitors the quality of the State's waters to determine whether water quality and habitat conditions support their designated uses. When water quality and habitat conditions are problematic, waterbodies may be placed on one or both of two important lists of impaired waters. The first list is the State's Priority Waterbodies List (PWL) for river basins. The second is the 303(d) list, named for the section of the federal Clean Water Act directing States to periodically report to the Environmental Protection Agency (EPA) on the status of water resources.

The 1996 NYSDEC PWL for the Oswego-Seneca-Oneida River Basin included two Harbor Brook segments. The segment from Grand Ave. to Onondaga Lake, which corresponds to the designated project area, is listed as "precluded" for fishing due to excessive nutrients. The source of this impairment is listed as CSOs. The segment from Terry Road to Fern Road, upstream of the project site, is listed as "stressed" for fish propagation and survival due to excessive siltation caused by development. The Seneca-Oswego-Oneida Basin has recently been sampled as part of NYSDEC Rotating Basin Surveys and an update of the PWL based on these results is anticipated.

Harbor Brook was included on the State's 1998 303(d) list of impaired water bodies. Harbor Brook and the other CSO-affected tributaries to Onondaga Lake (Ley Creek and Onondaga Creek) were delisted from the NYSDEC 2002 303(d) list based on their inclusion in the overall Total Maximum Daily Load (TMDL) allocation for the Onondaga Lake watershed.
Figure 1-2. Mean annual concentration of fecal coliform bacteria in Harbor Brook, upstream and downstream of CSOs.
Figure 1-2. Mean annual concentration of fecal coliform bacteria in Harbor Brook, upstream and downstream of CSOs.

As part of Onondaga County's Ambient Monitoring Program (AMP), trained technicians from the Department of Water Environment Protection (DWEP) collect water samples in Harbor Brook, both upstream and downstream of the area affected by CSOs. Samples are routinely collected on a bi-weekly basis, supplemented by high flow and storm event sampling. These data document the adverse impacts of CSOs on water quality in Harbor Brook (Figure 1-2) and are discussed further in Section 2.1.7.1.

1.3. Harbor Brook CSO Facilities Plan

The Harbor Brook CSO Facilities Plan is published as a separate document; this EID is a companion document to the Facilities Plan.
Click here for the Harbor Brook CSO Abatement Project Facility Plan (Aug 2005).

1.4. Project schedule

Proposed implementation schedule for the Harbor Brook project is included as Table 1-2.
 
Commence Construction of FCFs/PS upgrades March 2007
Complete Construction of FCFs/PS upgrades December 2008
Commence Construction of Conveyances October 2007
Commence Construction of RTFs March 2009
Complete Construction of Conveyances December 2009
Complete Construction of RTFs September 2011

1.5. Permits and approvals needed

Click for listing of permits and approvals.


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Susan Miller, Project Deputy Director
Phone 315-435-2260   Fax 315-435-5023
 Onondaga County Dept of Water Environment Protection