| Region 9 SEQR and Other Notices | Region 9 SPDES Renewals |
ENB Region 9 Completed Applications 01/05/2005 |
Cattaraugus County |
|
| Applicant: | Marie Robbins |
|---|---|
| Facility: |
Robbins Property 10036 Mosher Hllow Rd Cattaraugus, NY 14719 |
| Application ID: | 9-0464-00051/00001 |
| Permit(s) Applied for: |
Section 401 - Clean Water Act Water Quality Certification Article 15 Title 5 Stream Disturbance |
| Project is Located: | New Albion, Cattaraugus County |
| Project Description: | |
|
The applicant proposes to
reshape 100 feet of eroded stream bank using material removed
from a gravel bar opposite the eroded bank and remove obstructing debris and trees. The
project is located along New Albion Creek at the confluence with Conewango Creek and
Tributary 56 of Conewango Creek in the hamlet of New Albion.
|
|
| State Environmental Quality Review (SEQR) Determination: | |
| Project is an Unlisted Action and will not have a significant impact on the environment. A Negative Declaration is on file. A coordinated review was performed. | |
| SEQR Lead Agency: | |
| NYS Department of Environmental Conservation | |
| State Historic Preservation Act (SHPA) Determination: | |
| A Structural-Archaeological Assessment Form has been completed. The proposed activity will not impact on registered, eligible or inventoried archaeological sites or historic structures. | |
| Coastal Management: | |
| This project is not located in a Coastal Management area and is not subject to the Waterfront Revitalization and Coastal Resources Act. | |
| Opportunity for Public Comment: | |
| Comments on this project must be submitted in writing to the Contact Person no later than Jan 21 2005. | |
| Contact: | Mary E Hohmann NYSDEC Region 9 Allegany SUB-OFFICE 182 East Union - Suite 3 Allegany, NY 14706 (716)372-6242 r9dep@gw.dec.state.ny.us |
Chautauqua County |
|
| Applicant: | City of Dunkirk City Hall Dunkirk, NY 14048 |
| Facility: |
Dunkirk STP Wright Park Dr Dunkirk, NY 14048 |
| Application ID: | 9-0603-00013/00001 |
| Permit(s) Applied for: |
Article 17 Titles 7 & 8 Municipal SPDES |
| Project is Located: | Dunkirk, Chautauqua County |
| Project Description: | |
|
Permit Status, Facility
and Receiving Water Descriptions:
Pursuant to the department
permit modification procedure termed the Environmental
Benefit Permit Strategy (EBPS), the City of Dunkirk submitted a Form 2-A application
along with priority pollutant scan results for metals, volatiles, acid compounds and base
neutrals in an August 5, 2003 letter. The current wastewater treatment is a 6.0 MGD
biological secondary treatment plant with an effluent discharge to Lake Erie.
Effluent Limitations:
Parameters
Flow: The
flow reporting “Frequency” was changed to 12-Month Rolling Average
(MRA). A rolling average is an average which is calculated for a moving time period
rather than a specific calendar time period. Based on TOGS 1.3.3, alternate means of
flow limit and flow based limitations can be considered for wastewater treatment
facilities receiving flows from combined sewer systems. An MRA was included in this
permit due to expected peak flows the permit might receive during wet weather events.
Action Level Parameters: Statistical analyses of 36 months of data (3-year Discharge
Monitoring Report from November 1998 to March 2003) were used to calculate a 99th
percentile value for the existing Action Level parameters. Values for some parameters
were either reduced or increased based on these analyses
Chloroform: The Water Quality Based Effluent Limit (WQBEL)
of 3.04 lbs/day was used.
Chlorine Residual: Water Quality evaluation indicates that there is a “reasonable
potential” that chlorine residual will result in exceedance of ambient water quality criteria
(AWQC). Therefore, a TMDL was used to establish waste load allocations for the
chlorine residual of 0.512 mg/l for this facility.
Di-n-Octyl Phtalate: Water Quality evaluation also shows that this parameter has a
“reasonable potential” to result in the AWQC exceedance. The calculated receiving
water concentration is less than the WQ criteria for this parameter. Therefore, a WQBEL
of 5.0 lbs/day was placed in the permit.
Outfall 001A: Additional
monitoring requirements were added in accordance with TOGS
1.3.3 and the Environmental Protection Agency’s (EPA) 1994 National CSO Control
Policy.
Combined Sewer Overflows
(CSO):
Best Management Practices
(BMPs)
CSO BMPs were updated in
accordance with the federal Wet Weather Water Quality Act
of 2000. These BMPs are consistent with the EPA’s 1994 National CSO Control Policy
and its Nine Minimum Controls. These BMPs are non-capital intensive requirements
which are intended to maximize treatment of combined sewage and minimize combined
sewage discharges.
Long-Term Control Plan
(LTCP)
The LTCP is included in
the permit, in accordance with the federal Wet Weather Water
Quality Act of 2000 and EPA’s 1994 National CSO Control Policy. The LTCP requires
the permittee to characterize the combined sewer system, develop CSO control
alternatives according to one of two approaches, evaluate the alternatives using a
cost/performance analysis, and then implement the chosen option.
Other Changes to the
Permit:
|
|
| State Environmental Quality Review (SEQR) Determination: | |
| Project is an Unlisted Action and will not have a significant impact on the environment. A Negative Declaration is on file. A coordinated review was not performed. | |
| SEQR Lead Agency: | |
| None Designated | |
| State Historic Preservation Act (SHPA) Determination: | |
| The proposed activity is not subject to review in accordance with SHPA. The permit type is exempt or the activity is being reviewed in accordance with federal historic preservation regulations. | |
| Coastal Management: | |
| This project is located in a Coastal Management area and is subject to the Waterfront Revitalization and Coastal Resources Act. | |
| Opportunity for Public Comment: | |
| Comments on this project must be submitted in writing to the Contact Person no later than Feb 4 2005. | |
| Contact: | Andrea L Sheeran NYSDEC Headquarters 625 Broadway Albany, NY 12233 (518)402-9167 depprmt@gw.dec.state.ny.us |
Erie County |
|
| Applicant: | Town of Aurora 5 South Grove St East Aurora, NY 14052 -2351 |
| Facility: |
Water District No 10 West Branch of Cazenovia Creek Along Davis Rd East Aurora, NY 14052 |
| Application ID: | 9-1424-00027/00007 |
| Permit(s) Applied for: |
Article 15 Title 15 Water Supply |
| Project is Located: | Aurora, Erie County |
| Project Description: | |
|
The proposal is for the
establishment of Extension No. 5 of Town of Aurora Water
District #10 and the taking of a maximum of 42,600 gallons per day, from the Erie
County Water Authority under the terms of a Lease Management Agreement. The project
includes the installation of 9,000 linear feet of eight inch watermain and associated
valves, fire hydrants and appurtenances. The watermain is to be installed on Tannery
Road between Davis Road and West Branch Cazenovia Creek, Davis Road from its
intersection with Mill Road south to its intersection with Old Glenwood Road, and on
Davis Road from the Aurora/Colden Town border 1,800 feet north on Davis Road.
Application materials and documents in support of the request for a permit can be
reviewed at the regional office listed in this notice.
|
|
| State Environmental Quality Review (SEQR) Determination: | |
| Project is a Type I action and will not have a significant effect on the environment. A coordinated review with other agencies was performed and a Negative Declaration is on file. | |
| SEQR Lead Agency: | |
| Aurora Town Board | |
| State Historic Preservation Act (SHPA) Determination: | |
| Cultural resource lists and map have been checked. No registered, eligible or inventoried archaeological sites or historic structures were identified at the project location. No further review in accordance with SHPA is required. | |
| Coastal Management: | |
| This project is not located in a Coastal Management area and is not subject to the Waterfront Revitalization and Coastal Resources Act. | |
| Opportunity for Public Comment: | |
| Comments on this project must be submitted in writing to the Contact Person no later than Jan 21 2005. | |
| Contact: | Douglas E Borschel NYSDEC Region 9 Headquarters 270 Michigan Ave Buffalo, NY 14203 (716)851-7165 r9dep@gw.dec.state.ny.us |
| Region 9 SEQR and Other Notices | Region 9 SPDES Renewals |