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HomeMy WebLinkAboutNC0085359_201 Facilities Plan_19950911NPDES DOCUHENT SCANNING COVER SHEET NPDES Permit: NC0085839 Twelve Mile Creek WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change 2di / ;ct /;// p4 n..u.,wyr.nfc•t.w"<'i.MJri::;r.'S;i.. ... ...... ... Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: September 11, 1995 This document is prim -tied on reuse paper - iaazore any content ozz the reYerrae side ,vcoos53s9 State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Govemor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director MEMORANDUM 1F5VA 41, LDEEI-I NJ Ii September 11, 1995 To: Bobby Blowe, Chief Constructions Grants and Loans Sectio From: Steve W. Tedder, Chie Water Quality Section Subject: Union County Twelvemile Creek WWTP Union County Staff of the Water Quality Section has reviewed the August 18, 1995 submittal by the Union County Public Works Department and their consultant, McKim & Creed. Issues raised in my memorandum dated August 9, 1995, regarding the subject project have been resolved to our satisfaction. There are still concerns about wastewater management issues from a broad perspective in Union County. These concerns have been discussed with the County and their consultant and Union County has informed us that they will be developing a county -wide wastewater management plan. Discussions have indicated that scoping this effort will be initiated in the next several months. If I can be of any further assistance, please do not hesitate to contact me at (919) 733-5083, extension 500. cc: Mooresville Regional Office Technical Support Branch P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper f /D lA✓ CA GGA'- �i Y 561 Pchk,ir lecattin, rfri ,5Alemi. (lovifl Uhl oy'J lly.jr04)1(, A/Lai it37c'14/46 (A9141 an.: 7,6 ilu z uLvm/ film/ /Q Bel �) 1/6L a1 y7) fo 7 'Lett/ /// / /i e elf 7/4 ' n/p/4LfiO4 rel.Q-vuJ /0 sPiplivf A ,&;/J// /l 57471D /t,,J fyf5 r>a /2 Z- f 7C/0 ,ocum4.6d, a Gu T2919-233-8031 McKIM & CREED/RL 08/29/95 14:12 P.001 facsimile TRANSMITTAL to: Ruth Swanek fax #: 733-9919 re: Preliminary Determination of NPDES Limits date: August 29,1995 pages: 2, including this cover sheet. Please find attached a compilation of USGS topo maps that show the location of a current pumping station owned and operated by union County. The station is uscd to convey wastewater from the Marshville area eventually to the City of Monroe wastewater treatment plant. We are evaluating the alternatives of either upgrading the pump station and ultimately impacting the Monroe plant, or diverting approximately 1 mgd to a new plant that would be located in the vicinity of the pump station, i.e. at the intersection of Route 205 and Negro Head Creek (now known as Salem Creek). Our questions are does sufficient flow exist in this section of the creek (or if not, could you recommend the closest permissible discharge point?) And if so, what would be the probable discharge criteria? Thank you in advance for your prompt consideration. Please call if you have any questions. Fmm the desk of... Thomas Cadwallader Project Engineer McKim & Creed 5625 Dillard Road #117 Cary, NC 27511 (919) 233 - 8091 Fax: (919) 233.8031 41, MEMORANDUM TO: Files FROM: Sid Riddic DATE: August 15, 1995 M&C: 0771.0010.0W(11) RE: Response to Comments 201 Facilities Plan, Twelve Mile Creek On August 9, 1995, McKim & Creed received a memo from Steve W. Tedder, Chief, Water Quality Section, to Bobby Blowe, Chief, Construction Grants and Loan Section, regarding the proposed Twelve Mile Creek Wastewater Treatment Plant 201 Facilities Plan. In this memorandum, which is attached, a number of additional questions were raised relating to the analysis of alternatives to meet the wastewater needs of the Twelve Mile Creek basin. The purpose of this memorandum is to provide additional background on the analysis of altematives and to specifically respond with the additional information requested. Introduction Union County and McKim & Creed are undertaking a significant planning effort to identify needs and evaluate alternatives to meet the wastewater requirements of the western portion of Union County within the Twelve Mile Creek basin. Initial planning efforts were directed at resolving capacity issues in the upper portion of the East Fork of Twelve Mile Creek in the vicinity of the Dry Fork land application treatment system. Initial recommendations were to construct a discharge type wastewater facility at a point on the East Fork of Twelve Mile Creek near Shannon Road. At this point, the Creek exhibited positive flow at the 30Q2 condition and was considered to be the first available site downstream from the Dry Fork plant, where a discharge type facility could be located. Water quality concerns, citizen objections and limited service areas prompted the Union County Commissioners to direct that alternatives which could meet the needs of the entire Twelve Mile Creek basin be evaluated. Additional planning efforts resulted in the submittal of a revised draft 201 Facilities Plant for the entire Twelve Mile Creek basin. This document was originally submitted to the North Carolina Division of Environmental Management in January 1995. In a February 20, 1995 letter to Mr. Michael Shalati, Donald Safrit, P.E., enumerated concerns with the planning process and the selected alternative which involved construction of a discharge type facility on Twelve Mile Creek immediately downstream from NC Route 16. Water Quality Section issues included the following: a. Needs assessment for the proposed Twelve Mile Creek project (questions arose concerning projected flows and the possible continued utilization of Dry Fork and Waxhaw land application sites). MCMM&CREED Memo to Files August 15, 1995 Page 2 b. Alternatives analysis, specifically the evaluation of alternatives to join with other utilities such as the Charlotte Mecklenberg Utilities Department (CMUD). c. Speculative effluent limits and water quality concerns which would require advanced secondary treatment as a minimum with the strong possibility that full AWT will be required in the immediate future. In a meeting with Mr. Safrit and his staff on March 6, 1995 these concems were discussed and on May 10, 1995, a revised 201 Facilities planning document was personally delivered to NCDEM for review. It was the intent of that re -submittal to respond to each area of concern defined by the Water Quality Section, and to thoroughly and objectively evaluate and document the alternatives analysis. We also contacted the WQS staff to request a meeting to review the revisions and were advised that such a meeting was not desirable until staff could review the resubmittal in detail. On August 7, 1995, the memo from Steve Tedder to Bobby Blowe was received by McKim & Creed. This memorandum identified additional issues to be resolved in the -facilities plan review, and specifically addressed the alternatives analysis. Issues identified in this memorandum include the following: a. Documentation of the cost associated with the CMUD service was not complete. b. There were some inconsistencies in the cost analysis included in Appendix E (Present Worth Analysis). c. Questions were raised about overlapping service areas for Crooked Creek and Twelve Mile Creek. d. Long term utilization of the Waxhaw land application facility was questioned. e. Chronic toxicity compliance was questioned. We have evaluated each of the above items and have the following responses. Documentation The documentation included in the May 8, 1995 draft of the 201 Facilities Plan did not include some critical information which was received from CMUD. This information is contained in a March 15, 1995 letter from Mr. Ben Russell, Business Manager for CMUD, to Mr. Mike Shalati, Union County Public Works. This letter provided the cost information which served as a basis for the cost analysis in the revised facility plan. This letter is attached, and provides for two conditions of service which have been labeled in the facilities plan as "retail" and "wholesale." Under the retail service condition, Union County customers would pay a flat rate estimated at $2.00/1,000 gallons for FY96. Previous calculations by McKim & Creed had used a rate of $1.99/1,000 gallons, and we therefore did not adjust our earlier calculations to compensate for this MCKINI&CREED Memo to Files August 15, 1995 Page 3 minor increase. For wholesale service, Union County would actually purchase capacity in the McAlpine Creek Treatment Plant and Sludge Processing Facility, as well as the interceptors, force mains and pumping stations which would be used to convey the Union County waste along Six Mile Creek into the treatment plant. Under this approach, Union County would not contribute to the debt service of CMUD facilities for which they would not receive any benefit. The wholesale rate would cover the cost of operating the pump stations and the McAlpine Creek Treatment Plant and Solids Processing System and was estimated at $.0565/1,000 gallons for FY97. The letter also established the cost to purchase capacity in the CMUD system (treatment plant, solids processing, pump stations, force mains, interceptors). The combined cost of all components was projected to be $2,766,250 per million gallons per day of capacity. In the analysis of alternatives, the cost to purchase capacity equal to 2.5 MGD was therefore estimated at $6,915,000. This estimated cost is, of course, in addition to the cost to construct a major pump station at the proposed NC 16 site, the force main, and gravity interceptor which would convey wastewaters to McBride Branch and connect to the Six Mile Creek interceptor proposed by CMUD. For reference, the total distance from the NC 16 site to the McAlpine plant is estimated to be about 15 miles. Present Worth inconsistencies As noted in the memorandum from Steve Tedder, there were some inconsistencies in the data used in the present worth analysis of altematives. The most significant inconsistency involves the estimated O&M cost for years 1 and 20 for Alternate #2. The total projected O&M for year 0 (start up) was estimated at $260,000 per year. The projected O&M cost for the year 2014 (twenty years) was estimated at $897,500. These were not correctly utilized in the present worth analysis. With these adjustments, the projected total present worth for Alternate 2 should be $12,632,019 and is reduced by approximately $600,000, further increasing the difference in cost between Altemate #2, and either altemative which involves connection to the CMUD system. A complete package to support the present worth analysis is attached. Overlapping Service Areas Questions were raised regarding some overlapping of service areas along the ridge line separating the Twelve Mile and Crooked Creek basins. This is the area along Old Charlotte Highway (SR 1009) which generally follows the dividing line between the two drainage basins. The flow projections for the Twelve Mile Creek 201 plan and the currently approved 201 plan for Crooked Creek are based on the premise that waste flows will be treated in the drainage basins where they originate. This does not result in significant flows being transferred out of Crooked Creek and does not result in any overlapping of service areas. Elimination of Grant Funded Facility (Waxhaw Land Application) �. MCKIM&CREED Memo to Files August 15, 1995 Page 4 The continued utilization of the Waxhaw Land Application Treatment Facility requires clarification. Construction of the proposed surface discharge plant will require that approximately 25 acres of the existing area used for spray fields be taken out of service. This will reduce the available spray fields at the Waxhaw site by about 25%, and would result in a corresponding reduction in available capacity from 250,000 g.p.d. down to 167,500 g.p.d. It is proposed that the existing Waxhaw facility remain in service at this revised capacity to treat waste originating from the town of Waxhaw and surrounding areas. Chronic Toxicity The memorandum from Steve Tedder discusses our failure to deal with chronic toxicity as a discussion item in the 201 Facilities Plan. There appears to be two concerns about chronic toxicity, the first being the ability of the treatment facility to produce an effluent that will meet chronic toxicity requirements, and the second associated with the cost of the chronic toxicity tests. Proposals for the Twelve Mile Creek Treatment Facility, as outlined in the 201 Facilities Plan, involve advanced treatment which provides partial nutrient removal and the use of ultraviolet disinfection in lieu of chlorine. The proposed facility will produce a higher quality effluent than the County's existing Crooked Creek Waste Treatment Facility. The Crooked Creek facility has had no difficulty meeting the chronic toxicity test, and we anticipate no difficulty with the proposed Twelve Mile Creek Plant. Currently all identified waste sources are domestic in nature, and the only contribution from industrial or commercial sources will be non -process waste associated with employee sanitary facilities. The cost impact of chronic toxicity testing is minimal. Using current standards Union County would be required to test quarterly for chronic toxicity, and the cost per test in accordance with the attached invoice from Pace Environmental is $300. Thus the cost of chronic toxicity testing for the proposed Twelve Mile Creek facility will be $1200 per year, which is an insignificant element of cost when compared to the overall projected O&M for the treatment facility. Summary The memorandum from Steve Tedder identified several relevant and pertinent issues relating to the cost analysis for the proposed Twelve Mile Creek Wastewater Facility. We have provided the additional cost information and clarification of the inconsistencies in the cost data, which should allow this analysis to be concluded. The analysis confirms, as shown on the revised present worth spread sheet, that the most financially feasible alternative, which is environmentally acceptable, involves construction of an advanced waste treatment discharge facility on Twelve Mile Creek at Highway 16. This alternative is 34% less expensive than Alternate 1 B, which involves pumping to the CMUD system as a retail customer; and 36% less expensive than pumping to CMUD as a wholesale customer. We have also responded to a number of other issues regarding the facilities planning process, and remain confident of our findings and recommendations. \rdb A MCKIM&CREED DIVISION OF ENVIRONMENTAL MANAGEMENT Water Quality Section May 23, 1995 Memorandum To: Coleen Sullins (� From: Carla Sanderson( Through: Ruth Swanek ?.S Subject: Union County.201 Facilities Plan and EA Amendment Twelve Mile Creek Proposed Discharge Location - south of NC16 in Union County Speculative Limits and Water Quality Concerns The amended 201 Facilities plan does not include the limit for Chronic Toxicity as recommended in the speculative limits and further mentioned in the 2/20/95 memo sent to Melba McGee. (In general, I did not see any changes from the original document, therefore do not see how this is an amended document.) A Chronic Pass/Fail toxicity testing requirement at 90% effluent should be included as part of the limit requirements for this facility. Instream data collected on Twelve Mile Creek as part of the Environmental Assessment document was informative. The data show the need for further investigation of the creek at the proposed discharge location. A study plan to gather data should be developed in coordination with staff of the Water Quality Section of DEM. Additional information collected on Twelve Mile Creek during low flow conditions (July through October) may provide enough data to determine whether or not a modeling analysis may be performed. Stream modeling is not normally performed for creeks with 7Q10=0. Therefore, the collection of additional data may only be used to determine the creeks existing conditions and ability to assimilate a discharge of several MGD. Due to the size of this proposed discharge, it is imperative to.evaluate the creek more closely. Please let me know if you need any additional comments at this time. 17048412567 MCKIM & CREED 909 P11 MAY 08 '95 09:49 RESPONSE TO ENVIRONMENTAL COMMENTS TWELVE MILE CREEK WASTEWATER TREATMENT FACILITIES 1. A revised map has been included in the EA document. A copy of this map, revised to show changes in the project, is attached to this response_ 2. Facilities are shown on the attached map. 3. A detailed delineation of specific habitats impacted by the planned sewer alignment cannot be made until the detailed alignment is resolved. The EA document and field investigations conducted by Edward Menhinick, James Matthews, Ph.D. et al, Fred Brown, Ph.D., and Hugh Porter provide detailed descriptions of existing conditions and habitats in reference to county roads. Please refer to these reports. The aerial map sheets do not clarify the exact alignment in enough detail to allow specific discussions of habitat since the alignment is only generally defined. The intent of these surveys was to evaluate conditions and habitat along both sides of the creeks in order to identify areas of concern. If areas of concern were identified, the alignment of the lines could be adjusted as necessary. 4. A detailed description of water quality conditions/characteristics of area streams is found in Appendix B, pages 1-10. These pages describe conditions found at 17 sampling stations. In addition, following page 16 is a table summarizing characteristics for nine (9) 9 17048412567 MCKIM a CREED 909 P12 MAY 08 '95 09:49 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities specific measurements taken in addition to estimated discharge. Figures 1 though 8 graphically display these data. 5. The US Army Corps of Engineers will be contacted regarding conducting a field reconnaissance of the proposed alignment corridor. This reconnaissance should review issues of concern and determine if jurisdictional areas will be impacted. 6. Union County has the following sources of water for its public water system: Source Amount Anson County - Pee Dee River 4.0 MGD Catawba River near 6.0 MGD SC Rt.5 City of Monroe 3.0 MGD Twelve Mile Creek enters the Catawba River upstream from SC Rt. 5 and the intake for the Catawba River Regional Water Treatment Plant serving . Union County and the Lancaster County SC Water and Sewer District. The discharge from Twelve Mile Creek combines with Little Sugar Creek and the Catawba River below the Lake Wylie dam to form the raw water supply for the water plant. The other two water sources are in no way impacted by the proposed discharge. 10 IJ 7. The public hearing transcript is incorporated in the revised 201 Facilities Plan. A copy of the affidavit of publication will be forwarded to the NCDEM. 8. Recreation impacts of the proposed project are addressed in the revised EA document. 9. Responses to review comments from each agency are attached. 17048412567 MCKIM 2. CREED 909 P13 MAY 08 '95 09:50 RESPONSE TO AGENCY CONCERNS TWELVE MILE CREEK WASTEWATER FACILITIES 1. Water Quality Section Memo from Don Safrit A number of significant concems from the NCDEM Water Quality Section have been defined. The revisions to the 201 Facilities Plan submitted on May 3, 1995 addressed these issues in detail. Specifically the following concerns have been addressed: A. Concern-, Need for project. Response: 1. Conceming the population growth in the service area, the preliminary draft plan assumed a doubling of population the in 20 years with essentially all residents connected to the system. More current data, compiled by the Centralina COG showed that growth in the Twelve Mile Creek basin from 1990 through 1994 was as high as 6.5%/year. Revised population forecasts are based on 4.5% per year. The population growth in subarea 1! is based on an approved plan for a 1,354 unit subdivision which the developer indicates should be built out in 10 years. 12 • 17048412567 MCKIM & CREED 909 P14 MAY 08 '95 09:50 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities 2. Rerouting of flows from the Crooked Creek catchment into the l.♦ Twelve Mile catchment is not proposed. What is proposed is to reverse three specific situations where flows from the Twelve Mile catchment are now diverted to Crooked Creek, and to not practice such diversions on any future areas unless it is found to be cost effective. Currently the flows being diverted amount to Tess than 50,000 gpd and will have minimal impact on flow projections or need. 3. Failing septic systems in the area around Sun Valley are evident. However, this is not a justification for the project. 4. The existing interceptor development is in the East Fork. Initially, flows into the system will be limited to this subbasin, except for limited flow from a school under design on the West Fork near NC 84. 5. The original draft and revised 201 Facilities Plans do not state that the spray irrigation systems at Dry Fork have failed. It was noted that samples from one of the groundwater monitoring wells have elevated total dissolved solids concentrations, and the County has been directed by the NCDEM to investigate the cause of the problem. There are indications of leakage from the stabilization lagoon, not a problem with the disposal system. 13 17048412567 MCKIM 2. CREED 909 P15 MAY 08 '95 09:50 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities In addition, the 201 Facilities Plan did not justify the need for a new facility by eliminating a properly functioning spray irrigation system at Waxhaw. The Plan did state that Union County has allocated essentially all of the capacity in the Waxhaw system, and that some action would be required to provide for future capacity. 6. The population projections have been updated to reflect recent growth trends_ Also, in projecting wastewater flows, it was assumed that only a small percentage of the existing population not currently connected to a system would do so. The analysis of alternatives has been updated to fully utilize existing non -discharge systems as well as evaluation of options to discharge part or all of the wastewater into the Crooked Creek system. The details of these evaluations are fully described in the revised 201 Facilities Plan. B. Concern: Alternative Analysis Response: 1- We have updated the analysis of alternatives to fully explore discharge into the CMUD system via the Six Mile Creek Interceptor 14 17048412567 MCKIM $ CREED 909 P16 MAY 08 '95 09:51 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities system. Union County has received the written correspondence from the CMUD which confirms a willingness to provide capacity and established two (2) options for service. In one case, the County would simply be a "retail" customer, paying CMUD's retail rate of $2.00/1,000 gallons. CMUD also offered to sell capacity and charge the County a wholesale rate, reflecting actual O&M for the McAlpine Creek treatment plant and related systems. The estimated "wholesale" rate would be $0.565/1,000 gallons. The revised 201 Facilities Plan provides a detailed description of the analysis of discharging to CMUD. On a present worth basis, discharge to CMUD was determined to be 30% more costly than the altemate of a treatment plant at NC 16. 2. The alternate of expanding the Waxhaw land application system was in fact well documented, although further clarification of issues is appropriate. a. The Waxhaw system is currently treating about 150,000 gpd or 60% of its rated capacity. The County does own 15 17048412567 MCKIM a CREED 909 P17 MAY 0B '95 09:51 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities approximately 250 acres at this site, but this site is fully developed with the treatment lagoons, spray fields and required buffer zones. b. The alternate for a new land application system in the Waxhaw area does in fact evaluate the alternative of expanding the existing system. It was assumed that a suitable site could be found adjacent to the existing site and no additional costs were included in the capital or present worth analyses to account for extended gravity line or pumping to remote spray fields. c. It is correct to note that in the projection of need, the plant capacities evaluated were 2.5/5.0 MGD for 10 and 20 years. However, this was done for a basis of comparison only. d. The possibility of discharging to the City of Monroe for a five year period at an average daily flow of 100,000 gpd is not an option to consider. By the time Union County implements its selected alternative for Twelve Mile Creek, approximately 3 of the 5 years will have passed, and this capacity would need to be provided in the new system. At any rate, the capacity 16 17048412567 MCKIM 2 CREED 909 P18 MAY 08 '95 09:51 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities offered is only 4% of the projected 10 year need and is of no consequence in evaluating long range altematives. e. The revised 201 Facilities Plan updates costs for all alternates previously evaluated and adds two other alternates involving discharge of part of all of the waste into the Crooked Creek system. f. All discharge option include costs associated with laboratory monitoring. The existing Crooked Creek treatment plant budget was used to develop O&M costs. Purchase of lab chemicals and supplies was not clearly segregated, but has been accounted for in the O&M estimates for a new discharge. The first year's budget includes $51,480 for a chief operator and shift operator. Under the County's current staffing plan,' the chief operator and shift operator also perform much of the laboratory testing for operations and the daily monitoring. The budget also provides $37,500 for "maintenance", which according to a review of existing data, includes chemicals. By comparison, the proposed O&M costs for Twelve Mile 17 17048412567 MCKIM a CREED 909 P19 MAY 08 '95 09:52 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities Creek are significantly higher than the County provides at Crooked Creek, including monitoring. Thus, although the previously submitted data did not separate laboratory items, we feel the O&M budgets provide for these costs. g. Connection to CMUD, either as a wholesale or retail customer is 30% more costly than developing a discharge type facility on Twelve Mile Creek. It is our opinion that it is not economically feasible, nor desirable for Union County to pay a 30% premium for service. The increase in the cost differential to connect to CMUD (from 10% to nearly 30%) is based on the expanded service area and estimated flows. C. Concern: Speculative Limits and Water Quality Concerns ResPonse: 1. Current speculative limits have concentration values for conventional pollutants plus aquatic toxicity. Currently there are no known industrial discharges that would trigger the need for limits on toxicants not in domestic wastewater. 18 17048412567 MCKIM a CREED 909 P20 MAY 08 '95 09:52 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities 2. It is recognized that the in -stream sampling was not specifically correlated to statistical low flows and the observed water quality conditions represent a snapshot of a point in time. If the Water Quality Section intends to require in -stream sampling to develop more accurate data for predictive models used to establish effluent standards, a plan of study should be developed so that sampling can occur in July through September, the expected low or critical flow periods. 2. Geological Assessment Group Memo from Steven Kroeger Concern: Wording on addressing sediment and erosion control. Response; Contract documents for all construction projects will incorporate all requirements of the Sediment and Erosion Control Permit which must be issued for the project by the Division of Land Resources. 3. Wildlife Resources Commission Memo from Owen F. Anderson A. Qoncerp., Habitat protection for Carolina Darter, Carolina Creekshell, and other aquatic species. Response; Habitat protection in the long term can best be accomplished by providing a comprehensive wastewater treatment and disposal 19 1704841256? MCKIM 8. CREED 909 P21 MAY 08 '95 09:52 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities system rather than the proliferation of private systems that result where pressures for development exist. Union County proposes three specific steps that will enhance habitat protection. 1. The treatment plant will provide essentially complete denitrification by biological means. This will significantly reduce ultimate oxygen demand in the receiving stream. 2. Some biological phosphorous removal will be provided. This will help minimize addition of nutrients which accelerate euthrophication. 3. The plant will use ultraviolet disinfection, thereby eliminating even minute amounts of chlorine in the discharge. B. Concern: Evaluation of alternates for treatment and disposal, particularly to Charlotte Mecklenburg Utilities. Response: This alternative was reviewed in detail in the January 1995 draft Facilities Plan, although at that time, CMUD advised in personal communication to McKim & Creed that capacity was not available. This matter has been diligently pursued and CMUD has offered capacity. This alternative is, however, nearly 30% more costly on a present worth basis and is not an economically acceptable option to Union County. 20 17048412567 MCKIM & CREED 909 P22 MAY 08 '95 09:53 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities The proposed alternative does meet a major concern of the Wildlife Resources Commission that is avoidance of numerous small plants. The treatment plant will be a major facility serving all of the Twelve Mile Creek basin, and in accordance with County policy, no private plants will be allowed where the public system is accessible. C. Q. ncem: Nine (9) other specific concerns are herein addressed: 1. As an altemate, piping wastewater to CMUD is nearly 30% more expensive based on a present worth analysis. If growth exceeds the estimates in the 201 Facilities Plan, the cost difference will increase, making the CMUD option even more expensive. The distance from the proposed Twelve Mile Creek plant to McAlpine Creek is nearly 15 miles and would require two major pumping stations. This is the reason for the large differences in present worth. Effluent quality at CMUD and Twelve Mile Creek are expected to be similar, thus the cost of treatment will be essentially the same, except for bioso(ids. At this time, CMUD's biosolids program is much more costly than the system proposed for Twelve Mile Creek. 2. The maintenance of a 100 foot vegetated buffer along creeks will be accomplished except where steep creek banks would require 21 17048412567 MCKIM a CREED 909 P23 MAY 08 '95 09:53 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities extremely deep cuts. The additional disturbances for clearing would frequently be more damaging than reducing the buffer. It is proposed to resolve these issues through field reconnaissance with the Corps of Engineers and other interested agencies. 3. The proposed disinfection system has been revised to use ultraviolet (UV) disinfection. 4. All conditions regarding restoration and maintenance of wetlands will be adopted in the final construction documents. 5. All conditions regarding maintenance of upland corridors will be adopted. 6. The colony of Carolina birdfoot-trefoil (Lotus helleri) on SR 1353 is approximately one (1) mile upstream from any planned construction. 7. Wetland delineation in the EA document was limited to general corridors. Detailed delineation will be coordinated through the Corps of Engineers as specific alignments are defined. 22 17048412567 MCKIM 8. CREED 909 P24 MAY 08 '95 09:53 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities 8. Disturbed areas will be revegetated in accordance with any specific requirements outlined in permits and the "Authorization to Construct". 9. The discussion of secondary impacts has been incorporated into the revised EA document_ 4. Air Quality Section Memo from Alan Klimek A. Concern: Air permits. Response', The proposed project will not include lime silos or other devices requiring air permits. B. Concern: Open buming during construction. Response: Contractors who wish to use open burning during land clearing will be required to obtain proper permits. C. Concern: Fugitive dust emissions. Response . Contract documents will define contractor requirements for dust control. 23 17048412567 MCKIM & CREED 909 P25 MAY 08 '95 09:54 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities D. Concern: Odor control from facilities, specifically pump stations. Response: The two new pump stations (Price Mill Creek and plant influent) are located well away from existing homes. Provisions for future odor control (i.e. ducting) will be incorporated into the design. 5, Environmental Health/Public Water Supply Section (EH/PWSS) Concern: Water line construction or relocation will require approval of plans/specifications by EH/PWSS. Response: Acknowledge requirement. 6. Division of Water Resources Concern: Potential impacts of interbasin transfer Response: Discussed in revised 201 Facilities Plan. This project does not involve an interbasin transfer. 7. Division of Archives and History Concern: Cultural resources surveys not performed on plant site or along interceptor corridors. Response: 1. The plant will be located on an existing site, in an area previously disturbed by construction. We question if a survey is needed. 24 17048412567 MCKIM & CREED 909 P26 MAY 08 '95 09:54 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities 2. Cultural resource surveys on the interceptors could not adequately be performed since specific alignments have to this point not been defined. We will coordinate the need for any specific cultural resources surveys with the Division of Archives and History. 3. The location of the proposed Price Mill Creek pump station has been shown on the map supplied with the comments from Archives and History. The approximate alignment of sewers along the Price Mill Creek and the East Fork Twelve Mile Creek are also shown. 8. US Fish and Wildlife Service US Fish and Wildlife Service comments have been reviewed. Some of the issues addressed may be inconsistent with the comments of other State or Federal agencies. The following will be coordinated with other agencies. A. Concern: Install gravity sewers on the more disturbed sides of creeks and maintain widest possible vegetative buffers. Response: We concur with this concern and will maintain a minimum of a 100 foot buffer, except where steep terrain dictates an alignment closer to creek banks. B. Concern: Reduce stream crossings as much as possible and use aerial crossings to reduce impact of sedimentation. 25 17048412567 MCKIM & CREED 909 P27 MAY 08 '95 09:54 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities Response: The number of crossings will be minimized. However, in several areas, sharp "s" bends in the creek channel, combined with steep, rocky abutments at the outside of the "s" tutus, suggest crossing the creeks will have a lesser impact. We disagree with the suggestion to use aerial crossings because of the following: 1. Aerial crossings are more subject to damage from high water and impact from floating debris. 2. Aerial crossings will potentially cause flooding during high water events, particularly if piers or the pipe supports collect debris which further blocks the creek channel. C. Concern: The toxic impact of chlorine used in disinfection. Response: Ultraviolet (UV) disinfection will be provided. D. Conwm: Protection of Carolina birdfoot-trefoil (Lotus helleri) colony on Rogers Road. Response, This site is approximately one (1) mile upstream of the nearest planned construction. 26 17048412567 MCKIM 2 CREEL 909 P28 MAY 08 '95 09:55 Response to State and Federal Agency Comments Twelve Mile Creek Wastewater Treatment Facilities E. Concern: Union County should develop a regional facility to reduce/eliminate small private plants. Response_ This is a regional plant which will serve the entire Twelve Mile Creek basin_ 27 TEL No.704 021 6943 Apr 10,95 11:56 P.01 Q, Mir R fpMr , "PR12199:; FAX COVER SHEET DRAW DATE: 4/11195 TO: MR. PRESTON HOWARD FAX NO: 919-733-2496 TO: MR. DON SAFRIT FAX teb: 919-733 2496 - TO: MR. JOHN FEEZOR FAX NO: 282-0121 TO: MR. RON LEWIS FAX NO: 282-0121 TO: MR. MIKE SHALATI FAX NC): 283-3620 FROM: MAX GOUGE, JR. FAX: (704) 821-6943 MESSAGE: TIME: 1:37 PM ORIGINAL LETTER TO FOLLOW BY MAIL. i.: k CcN of 4104 j tlIA4 tfr ,tivj � \\\YY NUMBER OF PAGES TRANSMITTTED INCLUDING THIS PAGE: 3 *IF ALL PAGES ARE NOT RECEIVED, OR IF PAGES ARE ILLEGIBLE, CALL (704) 821-6779. SEWERFAX.DOC TEL No.704 821 6943 Apr 10,95 11:57 P.02 4607 Blanchard Circle Matthews, NC 28105 April 11, 1995 Mr. Mike Shalati Director of Public Works Union County Public Works Department P. O. Box 987 Monroe, NC 28111-0987 Re: Proposed 12 Mile Creek Basin Sewer Line Plant. Mr. Shalati: We are requesting detailed information and/or answers below as it relates to the 201. Facilities Plan on the Creek waste Water Disposal System. • Where do the current developments currently being Crooked Creek facility reroute and connect to the Facility? Those developments being, for example, Monroe Rd.). to the questions proposed 12 Mile served by the 12 Mile Creek Brandon Oaks (Old • How does the operational costs (ongoing) of a gravity line without pump stations cost more to operate than a forced main? Please be specific and relate this to the 12 Mile Creek Project compared to Running Price Mill Creek Vs Davis Mine Creek. • Rerouting the proposed line down Davis Mine Creek cuts the required line by well over 1 mile; thereby reducing costs. If your department and the commissioners are interested in costa and saving money, why not this route? • Why the Price Mill Creek Route? This route will cross mainly undeveloped land, a good portion of which is owned by Mrs. James S. Moore (my wife•s mother) and myself. Why is this route so paramount to this project? Yes, I know it is within the 12 Mile Creek Basin, as has been the previous answer.to my question. This answer does not satisfy us. What/who else is pursuing this route? We are not going to be satisfied until we hear a satisfactory azidwer nor or we going to go away. • We have not seen any geotechnical surveys on this proposed route. Since blasting through rock appears likely, what possibilities exist for damage to underground/aboveground structures? Our home, well and springs are at risk. We sit on a rock formation that, it disturbed, could damage our home. Well water is our source of water as well as • TEL No.704 821 6943 Apr 10,95 11:57 P.03 Mr. Mike Shalati Page Two April 11, 1995 spring and well water for our livestock. Disruption of this could be disastrous. Where and when will such information be available with projections on the likelihood of damage. • How much ditch line will be open at any given time during the project and at what average depth. • Does any current county commissioner have any connections either directly or indirectly to any current or proposed real estate or development projects that would benefit from this project? I assume that if the answer is no, that would also mean that they would also not become involved in any such dealings (directly or indirectly) as long as they sit on the board. We wouldn't want the voters of Union County to feel there were any conflicts of interest. Please advise in writing. Respectfully, Max L. Gouge, Jr. Cheryl Moor Gouge MLG/j sd ' BY:CMUO _ ; 3-16-95 ; 7:38AM ; ADMINISTRATION-, 17042833820;S 2 CHARLOTTE March 15,1995 Mr. Milne Shalsti Director, Public works Union County Subject: Cost/Price estimates for wastewater treatment Dear Mikes, You rec endy inquked about the ability ofthe Cliarlotte-MecklenburgTtty Department to accept flow from the Twelve Mile Creek basin. We do have capacity that we can make available to Union County. We would propose to amply amend the pending Six Mile Creek agreement to include flow from the Twelve Me Creek basin up to a combined total offive million gallons par day. Service out be provided =der either of the two options listed below. P zdter capacity could be wed when needed in the future. Following are the cost numbers you requested at our meeting onMonday, March 13,1995. The cost numbers are based on our requested budgets for FY 96 and FY 97. Beyond that time I have estimated a 5% annual increase which is the low end of our long range rate estimate. OPtion Purchase service at amne rate as all of our other customer& This rate pays for treatment as well as debt service on the ant faality, outfalls and lift stations. FY 96 $2.00i1000 gal& FY 97 2.10 FY 98 2.21 FY 99 232 FY 00 2.44 Option II Purchase treatment capacity in McAlpine and pay unmet coasts. Administration Division 5100 Brookshire Boulevard Charlotte, NC 28216 704/399-2221 Charlotte-Mecklenbwg Utility Department ;SENT BY: CMUO 3-10-95 ; 7:38AIM ; AOMINISTRATION- 17042833620►# 3 Treatment costs: FY 96 .65/1000 gals. FY 97 .565 FY 98 .595 FY 99 .625 FY 00 .655 Price per million gallons of treatraent capacity. Based on cost of planned expansion to 64 MCrD. Treatment capacity = S 1.8125 million per million gallons per day. Solids Processing Capacity: S.55 million per Dry Ton of solids. Aging that flows from Union County would have the same cba acteristics as flows currently received by McAlpine., Union county would be contributing .833 Dry Tons per day of solids per million gallons of flow. Cost -- S.458 million per million gallons of flow. Outfall and lift station capacity : Out 1l = S84,975 per million gallons. Lift Station s $185,275 per million gallons. Force Main/outfl — S225,500 per million gallons. We would be open to discussion on how these capacity cost payments might be scheduled. Given the time available, these capacity eclat* are estimates. We have not been able to do a detailed cost auignment of each segment of the Six Mile Creek project and the portions of that project you will be using. I do believe the cost numbers are in the" ha park" and provide a basis for cliscusaice. On Monday you made a point of the thct that you could not accept a situation whereby the Union. County rate payers would be subsidizing Mecklenburg County customers. Fm mne you can appreciate that CMUD could not accept an went that had Mecldenburg customers subsic tang Union County customers. We share your desire to reach an agreement that is beneficial to both parties and believe that is possible. We look forward to hearings you. If you have any questions please call me at 704- 391.5062. Sincerely, Benjanii i B. Russel Business Manager UNION CO. DISCHARGERS Permit No: NC0024333 NC0069841 NC0058882 NC0069523 NC0066559 Facility Name City of Monroe WWTP Qw (mgd) Active (Y/N) 7, 9, 11 Y Union Co.- Crooked Creek/ #��2�� 1.0, 1.3 Y ?blac4this b NFCirotc 2 olL ,,v , bq AlGD Union Co. -Providence CC 0.125, 1.0 Y Union Co.-Tallwood Estates Union Co. -Public Works NC0031186 Union Co.- S F Crooked Cr P fco,rd zd�d NC0080349 Six Mile Creek WWTP (private) 0.5 N ,• 0.016, 0.050 Y 1 N 0.45 N