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HomeMy WebLinkAboutNC0025534_Environmental Assessment_19940815NPDES DOCUHENT SCANNING COVER SHEET NPDES Permit: NC0025534 Hendersonville WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Correspondence Speculative Limits Instream Assessment (67b) Environmental Assessment (EA) Permit History Document Date: August 15, 1994 -, This document is printed on reuse paper - ignore any content on the reverse side State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Nann B. Guthrie, Regional Manager Asheville Regional Office WATER QUALITY SECTION August 15, 1994 MEMORANDUM EDEE 1- NI F TO: Monica Swihart ^• Planning Branch 1111 THROUGH: Forrest R. Westa Water Quality Regi 4 Supervisor II j)FROM: Paul R. White, P. E '� Environmental Engineer SUBJECT: Environmental Assessment French Broad River Wastewater Treatment Plant City of Hendersonville NPDES Permit Number NC0025534 Henderson County The following is in reference to your request for comments on the Environmental Assessment for the City of Hendersonville's French Broad River Wastewater Treatment Facility, dated April 1994. In addition to the comments made on the June 23, 1994 staff report which was based only on the application, the following comments are made and information is requested to adequately evaluate the alternatives analysis and potential environmental impacts of the project. 1. On page one, the proposed 30,000 feet of new sewer line could be more correctly described as an interceptor rather than an outfall. 2. Due to the fact that much of the projected tributary service area lies outside the City, a letter from Henderson County is needed outlining how this project will fit with their overall plan for sewer service in the county. 3. A description of the proposed sludge disposal plan is needed. 4. As mentioned in the staff report, the extent of the flood plain as described conflicts with existing flood maps. Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone 704-251-6208 FAX 704-251-6452 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Monica Swihart August 16, 1994 Page Two 5. Section II of the environmental assessment states that there does not appear to be any wetlands. This conflicts with a site visit made in conjunction with the staff report. It is not clear whether the Corps of Engineers visited the site, or have only been contacted. Section V states that the sewer line route will be altered to avoid impacts with wetlands. This insinuates that wetlands have been delineated to the extent that it is possible to completely avoid wetland areas by modifying the route. Again, no mention was made of wetland delineation by the Corps of Engineers. Clarification of the wetland status is needed. 6. Under EXISTING MUD CREEK BASIN WASTEWATER DISCHARGERS, the report obtains information from Division miniature sub -basin listings of dischargers. Unfortunately, this data is erroneous. The assessment states that there are 39 discharge permits in the Mud Creek drainage basin, 22 of which are not discharging. A better approximation is 35 active dischargers, not including single family residences. 7. The assessment erroneously lists NH3-N and D. O. as being limited in the current Hendersonville permit. These two parameters are monitored only. Also, the list of limited parameters at 3.2 mgd omits fecal coliform, heavy metals, cyanide, toxicity, and pH. Upon expansion to 6.0 mgd, the permit also limits NH3-N and dissolved oxygen, as well as reducing the BOD5 limit. 8. Flow projections include 64,000 gpd for infiltration and inflow into future service lines. While it is recognized that inflow and infiltration is a factor, especially in older collection systems, it is recommended that funds be allocated to maintain new lines rather than be allocated to additional plant hydraulic capacity. New lines are required by regulation to be designed to limit infiltration to 100 gpd per inch diameter per mile of pipe. The basis for the 64,000 gpd allowance should be included to indicate why design flows and design requirements alone are not sufficient to project future flows. Although the 64,000 gpd is a very small percent of the total flow, its inclusion indicates that adding hydraulic capacity is the accepted method of handling inflow and infiltration. 9. Under Section III, reference is made to a letter advising the City of Hendersonville of the requirement to submit plans and specifications for increased capacity upon reaching 90% of plant capacity to allow further sewer line extensions. This requirement has been superseded by a change in this regulation which bases this requirement on the flows for a calendar year rather than on monthly flows for the previous three months. The City was advised of this change and permit issuances for sewer line extensions have resumed. 10. The alternatives analysis does not include a present worth cost comparison. These figures and their basis should be provided, especially for the connection to the Metropolitan Sewerage District. A staged sequence of projects should be considered, since this option would not necessarily have to enable the ultimate flow to the existing MSD plant initially. It is understood that a MSD plant south of Asheville might be more advantageous than replacement of the sewer interceptors. The feasibility of this option should be addressed as well, at least to the extent that it has been investigated by MSD. There has considerable information shared by the City of Hendersonville, Henderson County, MSD, the Asheville Buncombe Water Authority, and Buncombe County in ongoing discussions concerning a regional approach to water and sewer needs. This environmental Assessment for the City of Hendersonville's proposed wastewater treatment plant expansion should include all the information currently available so that an evaluation is made with the most up to date information. If you have any questions, please call. copy = .Dana Eoiceep, DIVISION OF ENVIRONMENTAL MANAGEMENT Water Quality Section/Instream Assessment Unit July 25, 1994 MEMORANDUM TO: Monica Swihart FROM: Betsy JohnsorK,�j THROUGH: Steve Bevington f 8 Ruth Swanek k� SUBJECT: Hendersonville Environmental Assessment Hendersonville WWTP NPDES No. NC0025534 Henderson County The Instream Assessment Unit has reviewed the environmental assessment for the City of Hendersonville's Waste Water Treatment Plant relocation dated April, 1994 (received July, 1994). Section III, Need for the Project, should contain a list of facilities which will connect to the WWTP upon its expansion. A cost -benefit analysis of Alternative 3, relocation to the French Broad River vs. Alternative 4, tie - on to Asheville's Buncombe MSD is needed. The EA includes limited cost estimates for tie -on but no cost comparison. Over the long run what are the costs and benefits of each particularly with respect to future expansions and water supply needs for Henderson and Buncombe counties. The March 1994 letter from the Division of Environmental Health indicates that the ultimate source of drinking water for Buncombe County is the French Broad River at or above Brevard Road. The letter also indicates that Hendersonville is interested in an intake in this area also. The April 1994 memo from EHD indicates that the proposed discharge is of concern to the proposed water intake site. These documents indicate that the French Broad as a drinking water source is likely in the future with more studies warranted rather than that the source is suspect as indicated in #10. Water Supplies on page 33. On page 34, #13. Toxic Substances indicates that no toxic substances will be accepted at the proposed WWTP. However, earlier in the EA, it is stated that General Electric's wastewater will be accepted. Please clarify. Of particular concern to Instream Assessment is that this EA does not address water quality impacts. An effort should be made to characterize existing water quality conditions and evaluate future impact. Ambient and facility self -monitoring data as well as citizen monitoring data are available for review. Thank you for this opportunity to review and comment. If you have questions or concerns, please call. cc: Don Safrit, Asst. Chief TSB Dave Goodrich, P&E Asheville Regional Office