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HomeMy WebLinkAboutNC0046728_Plan of Action_20050818NPDES DOCUMENT 5CANNIN` COVER SHEET NPDES Permit: NC0046728 Mooresville / Rocky River WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) L.P.,lan of Action Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Permit History Document Date: August 18, 2005 This document is printed on reuise paper - ignore any content on the reYerse side 1)c, 40728 UF\Iv /A rFR ��' William G. Ross Jr., Secretary OD 1 `: t r North Carolina Department of Environment and Natural Resources > Alan W. Klimek, P.E. Director 444 Division of Water Quality Michael F. Easley, Governor 1$ August 2005 TO: Melba McGee, DENR FROM: Alex Marks, DWQ SUBJECT: Scoping: Town of Mooresville WWTP expansion, DWQ #13579, SCH #06-0032 The Division of Water Quality (DWQ) has reviewed the subject scoping document. The Town of Mooresville proposes to increase its treatment capacity from 5.2 million gallons per day (mgd) to 15 mgd. DWQ will serve as the DENR lead agency in coordinating the preparation of the Environmental Assessment (EA) for the project under the NC Environmental Policy Act (SEPA). The Division will be responsible for the scope, objectivity, content and accuracy of the environmental document. The applicant is referred to the Division's SEPA website for guidance drafting the document: http://h2o.enr.state.nc.us/sepa/EAguidelines.htm. The Department of Administration's guidelines for EA preparation should be consulted as well. In addition, the Division submits the following: 1. What is the projected area to be served by the WWTP? 2. Both Dye Branch, to which the facility is proposed to discharge, and the Rocky River are impaired. Dye Branch is impaired for aquatic life and the Rocky River for fecal coliform and aquatic life. A fecal coliform TMDL has been developed for the Rocky River. 3. Due to the impairment status of Dye Branch and the Rocky River, strong local initiatives to protect water quality are expected. 4. Considering the proposed capacity represents an increase of approximately 188%, a detailed flow justification analysis/discussion needs to be included. 5. Include the Engineering Alternatives Analysis in the EA. DWQ's guidance for completing this can be found at: http://h2o.enr.state.nc.us/NPDES/documentslEAAGuidance.DOC. 6. DWQ does not object to the applicant's consulting firm performing the water quality model (QUAL2E) for the proposed expansion. It is our understanding that the framework of this model was used by the consultant for a discharger downstream. DWQ will then review the model and consider the speculative limits provided by the applicant. The Town of Mooresville should submit a letter, prior to the initial draft EA, either requesting speculative limits or stating whether its consultant will be providing the information. Due to DWQ's resource constraints, having an outside consultant perform the modeling work for the expansion will likely expedite the process. 7. All agency correspondence and the scoping document will need to be included in an Appendix. Once the applicant has completed a draft EA, one copy of the document should be submitted `tltCarolina aurally North Carolina Division of Water Quality/Planning Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Phone (919) 733-5083 . _ 512 North Salisbury St. Raleigh, NC 27604 FAX (919) 715-5637 http//www.h2o,enr.state.nc.us DENR Customer Service 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer Ms. Melba McGee Page 2 of 2 19 August 2005 directly to DWQ for a completeness review. Generally, a minimum of two to three weeks should be allowed for this review. The document may be returned to the applicant with a request for necessary revisions. Following the completeness review the document will be reviewed by Department of Environment and Natural Resources (DENR) agencies, the NC Wildlife Resources Commission, and the US Fish and Wildlife Service. Ten copies of the document will be required. I may be contacted at 919.733.5083 x555 for additional information or further assistance. CC: Susan Wilson, DWQ NPDES Michelle Woolfolk, DWQ TMDL (14(6' 74 , 4=4( /1/100ti iyr LLU Arco 0 46, 7 Ze 11 60,pr,trg Gzr� Oo�riviLG J - 14Z : f /c 4c ? S 5 J 0,1-i Z� 40,9de k7( (-(-6- (5- l.�or t4 & CGS 6ritiatire9 , o;GL 7 J aNi dN /1,t i/V 0(� v'7//W/loo/L V iZuArN• -c /A o �)c� �Ge-1C r�IGc, i\-10 /i7\ Pile ("fry ooWN .57-4g9-4 ,tiv1 4-5 s y /2Veit_ War✓; 7bG10 M-0/1'1 5. 2 - ,j 447Prc O,fJ 7qX Th(q- f /7-3 /2(^1r bocUM&f Scoping Document Environmental Assessment for the Proposed Town of Mooresville Wastewater Treatment Plant Expansion Background The Town of Mooresville, which is located in southern Iredell County, is experiencing tremendous growth. The Town is progressive in nature, yet retains the tight -knit feel of a small community. These characteristics and Mooresville's proximity to the state's largest city, international aviation facilities, two major interstates, and beautiful Lake Norman, have attracted marquee businesses, making Mooresville an ideal community in which to live, work, and play. The Town currently operates a wastewater treatment plant (WWTP) with a treatment capacity of 5.2 million gallons per day (MGD). Although average day flows are approximately only 3.0 MGD, the expected high growth rate and increased availability of potable water from the Town's 12 MGD water treatment plant (currently under construction — completion May 2007) will considerably increase the demand for municipal sewer in southern Iredell County and possibly other jurisdictions. Specific issues related to the upgrade and expansion effort include: Plant Capacity, Discharge Limits, Process Design, Biosolids Handling, and Disinfection Facilities. Description of Proposed Project The Town of Mooresville currently operates a conventional, suspended biological growth WWTP with extended aeration. Current treated effluent discharge is to Dye Branch, a tributary to the Rocky River. The proposed project will expand the Town's wastewater treatment capacity from 5.2 MGD to 15 MGD by supplementing existing treatment mechanisms with new equipment and structures. The proposed expansion will occur within the existing plant property and will be comprehensive in nature, induding liquid and biosolids treatment and disposal. Figure 1 shows the location of the WWTP. Alternatives Alternatives for the WWTP expansion will be evaluated during the preliminary engineering phase of the project. The final design will be based on the Preferred Alternative. All alternatives considered, including land application and reuse, will be discussed in the environmental assessment (EA). Environmental Assessment Tasks The following tasks will be performed in order to evaluate the preferred alternative: PAMOORESVLLLENCTOWNOF 3301321DRAFT REPORTS\DRAFT EAISCOPLNG DOCUMENT_ 07222005_FINALDOC 1 1. Conduct a GIS analysis using existing GIS data layers to provide a visual characterization of the land cover, proposed land use, and rare or significant natural areas/habitats within the service area. The GIS coverages will be used as an aid in determining the extent of land use changes (i.e. only those as a consequence of the proposed action, if any) and their related impacts on wetlands, forests and significant natural areas. 2. Conduct an assessment of the existing environment at the plant site and any possible direct impacts related to construction and operation of the expanded facility. 3. Develop a baseline understanding of environmental conditions in the service area and potential related direct, indirect, and cumulative impacts due to the proposed action. Identify fish and wildlife resources, with emphasis on sensitive species found in the project area and their related direct, indirect and cumulative impacts due to the proposed action. 4. Summarize local ordinances and other local or regional efforts that facilitate mitigation of the cumulative impacts. Proposed EA Outline Section 1: Project Description This section will indude a discussion of how the project will meet the proposed speculative limits and will address local growth trends and future planning in the Project Service Area. Section 2: Project Purpose and Need The project purpose and need will be discussed, with focus on the service area the project will serve. Population and flow projections for the next 20 years will be presented and the service area will be defined. Section 3: Alternatives Evaluations This section will evaluate cost, environmental impacts and other non -economic factors for each of the alternatives. This section will be based on the Preliminary Engineering Report. The CONSULTANT will indude the following alternatives in the EA: 1) No Action 2) Optimum Operation Of Existing Facilities 3) Land Application 4) Regional System 5) Water Reuse System 6) Residuals Management P:WOORESVILLENCTOWNOF13301321DRAFT REPORTSIDRAFT EAISCOPtNG DOCUMENT_ 07222005_FINALDOC 2 Section 4: Recommended Facilities The site plan for the plant expansion will be evaluated and discussed using information prepared for the Preliminary Engineering Report. Section 5: Existing Environment Current existing environmental conditions will be described for each of the following categories. The existing environment both at the existing facility site and within the service area will be discussed in detail. Environmental impacts will be analyzed using GIS methodologies and reviewing available publications and data. 1) Changes in land use 2) Wetlands and flood plains 3) Prime or unique agricultural lands 4) Public lands, such as parks (state, federal, or local) 5) Scenic and recreational areas 6) Areas of archeological or historical value 7) Air quality 8) Groundwater quality 9) Nuisance conditions (i.e., odor, noise, etc.) 10) Water supplies 11) Shellfish or fish and their habitats 12) Wildlife and their habitats (including discussion of any threatened or endangered species) 13) Introduction of toxic substances 14) Surface waters Section 6: Environmental Consequences The Environmental Consequences section will state the direct and secondary and cumulative environmental impacts of the selected treatment and disposal alternative on the project service area. Impacts to be addressed in the EA will include a discussion of the categories presented above. Section 7: Mitigation The Mitigation Section will describe proposed methods for mitigating or avoiding significant adverse direct environmental impacts. This section will include summaries of existing Federal, State, and local programs that will help mitigate impacts. Tables will be prepared to show how impacts described in Section 6 will be mitigated. PAMOORESVILLENCTOWNlOR3301321DRAFT REPORTSTRAFT MOORING DOCUMENT_ 07222005_FINALDOC 3 t Section 8: References Appendix A: Supporting Documents Request for Speculative Limits Letter (currently under preparation) and response provided by the NPDES Permitting Unit Appendix B: Environmental Justice The U.S. Environmental Protection Agency (EPA) defines Environmental Justice as "the fair treatment and meaningful involvement of all people regardless of race, color, national origin, or income with respect to the development, implementation, and enforcement of environmental laws, regulations, and policies." Executive Order 12898 - Federal Actions to Address Environmental Justice in Minority Populations and Low-income Populations requires a determination of what impact the proposed project will have on minority and low-income populations. Demographic data, census maps, land use data, pollution sources, infrastructure facilities, health characteristics, air quality, and surface and groundwater contamination will be collected and analyzed to determine what impact the proposed project will have on minority and low-income populations. In accordance with NCDENR guidance, the Environmental Justice Assessment will require the following: a) Use of readily available US Census Data to identify and document the existence of all minority and low-income populations in the service area or such populations that exist in proximity to the service area. b) If minority and/or low-income populations exist, an explanation must be provided if there are disparities in the provision and location of sewer treatment and transport facilities between the general population and the minority and/or low-income populations. c) Documentation that minority and/or low-income populations were provided an opportunity to comment, provide input, and identify issues of concern for the proposed project facilities. The EA will document if the minority and/or low-income populations have suffered historically from environmental management/public facilities, such as sites for wastewater treatment, sludge disposal, land treatment, landfills, recycling centers, incinerators, hazardous/nuclear disposal, and prisons. Appendix C: Agency Involvement Appendix D: Local Ordinances and Information P:IMOORESVILLENCTOWNOF13301321DRAFT REPORTSIDRAFT EAIScOPING DOCUMENT 07222005_FINAL.DOC 4 Legend Major Road Interstate Highway Major Hydrography Counties FACILITY A Rocky River WWTP r1t Rocky River WWTP N 0 lib CH2MH ILL 0 A' 2i5 ' 1 �i Miles .rw Figure 1 Rocky River WWTP Town of Mooresville Iredell County, NC