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HomeMy WebLinkAboutNC0063096_Speculative Limits_20001011NPDES DOCUMENT :SCANNING COVER SHEET NC0063096 Holy Springs WWTP NPDES Permit: Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change Meeting Notes Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: October 11, 2000 This document is prizzted on reuse paper - igzore arty corttertt orz the rezrerse side World Class Region TRIANGLE J COUNCIL OF GOVERNMENTS October 11, 2000 Honorable Bill Holman, Secretary N. C. Department of Environment & Natural Resources 1601 Mail Service Center Raleigh, North Carolina 27699-1601 Dear Bill: DEE FREEMAN Executive Director riti. (6). Recently the city and county managers from affected local governments in Region J met to follow up on the matter of plans for a regional water reclamation facility on the Cape Fear River. This meeting was in response to our August meeting in Apex at which both you and I addressed this topic. As a result of our managers meeting, consensus was reached on a strategy working toward the regional forum mentioned in Apex, and it was determined that the managers would jointly request from your office the assistance offered to advance the planning process. I am currently working with your secretary/assistant to set an appointment whereby Pat Davis, from my office, and I can visit with you to discuss the managers' consensus. In order that we might save time, I have enclosed a letter signed by each of the referenced managers setting forth the local governments' request. Pat and I look forward to the opportunity to meet with you to discuss the details of this letter and the need to move ahead with plans for the forum and plans for the new facility. Thank you for your time and attention to this correspondence. I trust we will be able to meet soon and that the information contained herein is clear and understandable. Feel free to give me a call (558-9395) should you have any questions. Sorely yours, Dee Freeman Executive Director DAF/ REC ;:ua .fE OCT 1 3 000 TOWN r.:,.,.... ,.,-� e(9 0 World Class Region TRIANGLE J COUNCIL OF GOVERNMENTS October 4, 2000 The Honorable Bill Holman, Secretary N. C. Department of Environment & Natural Resources 1601 Mail Service Center Raleigh, North Carolina 27699-1601 4222 Emperor Boulevard • Durham, NC 27703 Mailing Address: P.O. Box 12276 Research Triangle Park, NC 27709 919.549.0551 FAX 919.549.9390 Dear Secretary Holman: We are writing to jointly express our sincere appreciation to you for participating in the August 22, 2000 meeting concerning the potential Cape Fear regional water reclamation facilities project. We are also writing to briefly update you on the status of inter -local discussions and to request your further assistance with this important effort. As you are aware, several local governments in Region J have near -term needs to develop additional wastewater treatment capacity in the Cape Fear River Basin to meet the long-term wastewater service needs of their respective jurisdictions, and to mitigate inter -basin water transfer concerns. You have expressed your strong support for a collaborative regional approach to meeting these needs, and stated your commitment that the Department of Environment and Natural Resources (NCDENR) will provide assistance with such an approach. Since the August 22nd meeting, we have developed a project work plan that includes the following major tasks: 1. Development of a discussion paper with your staff that outlines the key environmental issues to be considered and addressed during the environmental impact evaluation and mitigation planning phase. It is essential that NCDENR participate actively in this task and agree to the scope of the environmental impact assessment and mitigation planning effort. A possible outcome of this task will be a memorandum of understanding between the local government project partners and NCDENR that describes the scope of the environmental assessment and mitigation planning effort. 2. Development of a discussion paper that: (a) outlines the institutional structure and control issues; (b) provides examples of how other regional approaches have successfully addressed these issues; (c) examines alternative approaches; and (d) possibly includes preliminary recommendations concerning the structure and control issues. g�� t 1 Secretary Bill Holman October 4, 2000 Page Two 3. Facilitated meetings through which local officials will try to reach agreement on the institutional framework, financing plan, and environmental impact mitigation planning and implementation strategy. The two discussion papers will provide important supporting information and serve as a "springboard" for the facilitated discussions. The Triangle J Council of Governments (TJCOG) will assist the participating local governments in developing the discussion papers and in arranging for facilitation support services. As we move forward with this collaborative effort, it is essential to have NCDENR's active participation and commitment throughout the project. Therefore, we respectfully request that you: 1. Personally participate throughout the project, if possible. 2. Appoint at least two high-level staff members to represent NCDENR throughout the project. It is requested that these representatives be fully authorized and responsible for providing clear and consistent technical and policy -level guidance to the local government project partners. 3. Inform us of the extent to which NCDENR will commit to providing expedited review, comment on, and approval of discussion papers, project plans, environmental. impact assessments and mitigation plans, permit applications, and related matters. Our respective local governments, along with Triangle J COG, want to emphasize our commitment to seeking a regional solution to the water/wastewater needs of our communities. It is our belief that a strong commitment from NCDENR has been expressed in this regard and we collectively express our interest in working very closely with the state in finding a successful solution for a regional facility. Thank you so much for your consideration of this request. In light of the immediate importance of this issue, we would like to receive your reply by October 1.6, 2000. We look forward to your reply, and to working with you and your staff to develop and implement an environmentally - effective, cost-efficient and timely -collaborative solution to the long-term wastewater needs in the area of concern. Sincerely yours, .12:4&%RevrfriesA7N__ Dee A. Freeman Executive Director Triangle J Council of Governments LW' William Sutton Town Manager Town of Apex Secretary Bill Holman October 4, 2000 Page Three illiam Coleman Town Manager Town of Cary Larry Bennett Town Manager Town of Fuquay-Varina 710, co.wa�L William Cowan County Manager Lee County Pe • t Leonard Barefoot City Manager City of Sanford DAF/et al CCI 14141) Charlie Horne County Manager Chatham County Richard Self Town Manager Town of Holly Springs 4 David Hodgkins Town Manager Town of Morrisville r vid Cooke County Manager Wake County cc: Ms. Ellen Reckhow, Chairman, Triangle J COG Ms. Bert Matthews, Chair, Water Resources Committee, TJCOG Tommy Stevens, Division of Water Quality Coleen Sullins, Division of Water Quality Secretary Bill Holman October 4, 2000 Page Three illiam Coleman Town Manager Town of Cary Larry Bennett Town Manager Town of Fuquay-Varina ?), William Cowan County Manager Lee County Pi I Leonard Barefoot City Manager City of Sanford DAF/et al )1-0 Charlie Home County Manager Chatham County Richard Self Town Manager Town of Holly Springs David Hodgkins Town Manager Town of Morrisville vid Cooke County Manager Wake County cc: Ms. Ellen Reckhow, Chairman, Triangle J COG Ms. Bert Matthews, Chair, Water Resources Committee, TJCOG Tommy Stevens, Division of Water Quality Coleen Sullins, Division of Water Quality R THE TOWN OF IioIIy rig P g S s P.O. Box 8 128 S. Main Street Holly Springs, N.C. 27540 (919) 552-6221 Fax: (919) 552-5569 Mayor's Office Fax: (919) 552-0654 April 11, 2000 North Carolina Division of Water Quali Attn: Mr. Tommy Stevens, Director 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Re: NPDES Permit Request Holly Springs, North Carolina Wake County Dear Mr. Stevens: The purpose of this letter is to follow up on our meeti,ig v�rtfi you — and your staff a couple of months ago, and to seek resolution of the Town's request for a 4.88 MGD discharge permit. I have structured the letter to address some of the issues that keep arising with respect to our request - specifically history, growth, regional plans, nutrients, and summary. Thank you in advance for your efforts to keep our request a high priority, when I know that you have many issues confrontingyou and your staff daily. If you recall, Holly Springs is requesting a permit to increase its existing discharge at the current discharge location on Utley Creek. Holly Springs initially put in this request over one year ago, at this specific location at DWQ staff direction. Timing is becoming critical, as we project reaching our existing 1.5 MGD permit limit sometime in the year 2002. Even with a very aggressive design, permitting, and construction schedule starting today, it will be difficult to design and construct the needed expansion within the time frame remaining. While reluctant to cloud the main action which the Town is seeking, we are asking you to consider information on some of the past actions that have been taken by both the State Office and the Town of Holly Springs, that have led to the Town's current request. The Town of Holly Springs first built a wastewater collection and treatment system in 1987. This system was planned and funded solely under the State's 201 Facilities Planning Process with a discharge into Utley Creek. By the late 1980s, the extremely economically -depressed Town of Holly Springs began experiencing much -needed growth. Because most of the new growth (and at least half of the original Town limits) was located in the Middle Creek drainage basin, the Town originally approached the State in the early 90's seeking permission to construct a wastewater treatment plant discharging into Middle Creek. Town officials were told that under no circumstance would a new discharge into Middle Creek be allowed, on the basis that the State had already allocated the total assimilative capacity of Middle Creek to the Towns of Apex and Cary. Both of these communities were given large discharge permits including enough capacity for multiple future expansions. In fact, to this day, Cary's permit still has a significant amount of "un-built" plant capacity. At the time Cary's permit was issued for a discharge just downstream of Holly Springs, Cary encompassed no geographic area tributary to Middle Creek. While it is not in the power of either of us to undo the past and allocate the Middle Creek assimilative capacity in a more equitable manner, we do hope that the State will keep in mind that Holly Springs' present dilemma is due in some part to these past State permitting actions. State policy forced the Town to continue with its discharge into Utley Creek when it upgraded its plant to 0.5 MGD and then to a 1.5 MGD facility. More recently, Holly Springs explored the possibility of shifting its next wastewater treatment plant downstream. This would better fit in with the Town's long-range utility service plans. However, the State instructed Holly Springs to plan for future expansions at its current location instead. Holly Springs continues to grow steadily — as it has over the past seven years. The Town has not adopted a "no growth" policy, however it has adopted various "smart growth" policies, by studying the fiscal impact of every residential development that is proposed within the Town. In addition, the Town has established goals and policies within it's updated Land Use Plan, adopted in 1998, to require "green" development. The Town continues to hire additional staff to support those goals through the development and enforcement of environmentally sensitive ordinances and procedures. The Town's growth projections show that our present 1.5 mgd capacity will be essentially exhausted in 2002. At present, out of 1.5 mgd of plant,capacity, the Town currently has an average daily flow of around 600,000 gallons per day, with approximately 400,000 gallons per day of the remaining flow reserved as paper flow. As you can see, we are in desperate need of moving forward with design of the requested expansion immediately. Let me stress that Holly Springs supports the idea of a regional wastewater solution. In fact, Holly Springs continues to play a leading role in these discussions at the county level. However, we recognize that 1 t the complexities of such planning mean that no regional solution will be available in time to avoid the next expansions of the Town's individual facility. A regional solution in order to meet the Town's short term needs within the next ten to fifteen years is not possible. DWQ staff itself admits that the challenges of permitting a single regional discharge in the Cape Fear basin (as planned) will be significant. Holly Springs believes that it will take time and much effort on the part of individual municipalities working together for a regional system. The 4.88 MGD permit capacity we have requested should carry us through ten to fifteen years. It will also allow us to negotiate our role in the regional system, from a more equal position, with our potential partners who have been granted generous allowances to discharge into Middle Creek. In addition, by securing this permit to take care of our community's needs, we will be able to devote much more staff time to the implementation of a regional solution. It is our opinion that, in the long run, a regional discharge will benefit municipalities by minimizing treatment costs, which are increasing as technologies become available to better treat effluent. It may be of interest for you to note that the Wake County Regional Wastewater Plan actually shows the current Holly Springs facility remaining in operation as a re -use facility. Therefore, it is likely that expansion that Holly Springs undertakes in the interim will be of use in the future, on a regional basis, after minor modifications to the infrastructure. We understand that the State staffs reluctance to permit expanded discharges upstream of Harris Lake centers around eutrophication concerns for that lake and its tributaries. While CP&L's own monitoring data appears to show water quality improving in Harris Lake (see letter dated October 28, 1999 from Stephanie Sudano to Mr. Tommy Stevens), we understand the State staff's concerns for upstream tributaries to the lake would remain. We also understand the complexities and limitations in modeling water quality impacts where nutrients are concerned_ However, we do ask that in establishing the allowable nutrient loads Holly Springs will be permitted to discharge into Utley Creek that the State employ methodologies similar to what has been used in other areas in the Cape Fear Basin where nutrients are of concern and limited accordingly. Specifically, we ask that: (1) nutrient loads be given on a mass basis (2) mass nutrient loads be given on an annual, or at least a seasonal, basis, (3) that any limits given, whether mass or concentration, not be less than what is technically achievable, and (4) that only the limiting /A nutrient be included in the permit limits. The concentration limits given to us previously as speculative limits have created much difficulty for us. The nitrogen removal levels called for are less than what current technology can reliably achieve.The use of concentration rather than mass loading means that even if the Town is successful in its efforts to reuse a portion of its wastewater, that reuse will be of no benefit in complying with NPDES permit standards. The use of monthly as opposed to annual or seasonal limits means that even small temporary treatment process upsets can result in NPDES permit violations, even though water quality may not have been impacted at all. Although there are no nutrient limits in our present permit; the Town voluntarily incorporated nitrogen and phosphorous removal (at considerable expense) into its recently completed plant. These processes did not go fully on-line until December of 1999, and we are only now beginning to fine tune them. If discharge from the Town's plant have contributed to water quality problems through nutrient discharges, that is now changing. We hope that the voluntary installation of nutrient removal processes to our current plant, as well as the additional downstream monitoring that we have undertaken, will demonstrate our continued commitment and progressive attitude towards the protection of water quality in this basin. We appreciate the time you and your staff have spent meeting with us, and hope that you will be able to respond favorably to our request. I look forward to hearing from you. Sincerely yours, TOWN OF HOLLY SPRINGS Stephanie Sudano, P.E. Director of Engineering cc Richard B. Self, Town Manager Thomas Tillage, Public Utility Director Ford Chambliss, The Wooten Company 1 1063 be AM 7PYL` *4- 5 MEMORANDUM To: Coleen Sullins From: Cam McNutt r!M__ Through: Darlene Kuckenc-OC__ Re: Holly Springs Speculative Limits The information that Holly Springs has provided is from the 1999 Cape Fear River Assessment Report, including the data from CP&L. Most of this data is based on 1996 data collection from ESB and CP&L. There are a few things in the report they did not point out. • Nuisance macrophytes (Hydrilla) were reported in the White Oak Creek Arm of the reservoir. "... making boat travel into the most upstream portion of this arm exceptionally difficult." • With regard to the summary of the sampling stations, Holly Springs points out that TP is greatest near the dam, TN is greatest in upper lake and in the Buckhorn Arm, and Chlorophyll a values are greatest in the upper lake and Buckhorn Arm. They note that these sampling stations are not associated with the White Oak Creek arm of the reservoir however, the upper lake sampling station is in the mouth of the White Oak Creek arm. The CP&L sampling map also indicates a sampling station in upper reaches of the White Oak Creek arm. There is no data in the assessment report from this station. • Utley Creek is a zero flow 7Q10 stream. There is a small pond between the discharge and the White Oak Crek arm of the reservoir. During normal flow the IWC is probably close to 80%. The argument that the pond (< Sac.) is not covered by chlorophyll a standards is irrelevant to this issue. There is probably little assimilation of nutrients between the discharge and Harris Lake, except possibly in the pond. • It may be that algae are light limited in the White Oak Creek arm from suspended clay (agriculture and construction on White Oak Creek) and possibly macrophytes. CP&L should have recent data. The lake is also subject to high periphyton growth because the lake levels are kept constant, unlike the water supply reservoirs. The bottom DO dynamics will also be different from other reservoirs. This is not a typical southern reservoir as pointed out by Holly Springs referring to a CP&L report. • An increase in loading and flow to Utley Creek would not improve water quality in Utley Creek or Harris Lake. It was recommended in the 1996 Cape Fear River Basinwide plan that Utley Creek be surveyed below the discharge point because of high IWC (87.5%) and self reporting data indicating low DO in the Creek. Harris Lake will experience increased nonpoint source nutrient loading as the land in the watershed is converted from rural to developed land. The correspondence does not mention CP&L's support of this project. The NRC may frown on increasing the potential for algal blooms in a lake used for cooling water for a nuclear power plant. It appears that Holly Springs is about 3 mi. south of a Cary -Apex WWTP discharge to the Neuse. This may be a good opportunity to pull a discharge from a zero flow stream. If the discharge cannot be relocated, then it seems prudent to keep loading at current or lower levels, regardless of flow, until another option can be found. NOV 1 1999 SECTION 60, 000 50, 000 40, 000 30,000 20, 000 10.000 Holly Springs Population 5.00 4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 0.00 Holly Springs Flow 11 1 1 I I 1 1 1 I 1 1 1 1 I I I I I I I 1 1 I I I I I I I I I I I I 1 1 1 1 I 1 1 1 1 1 I I I I I I 1 I I 1 1 1 1 1 1 1 1 1 1 1 I/ I/ 1 1 I I !— li 1 1 actual flow / -- predicted at 20%/yr 1• / / ! I . 'I linear 1 (greatest m) // y I •i , •'( , •'I 1 5rdc-_ dlit4/7 — - linear 2 (ave. m) I , • ! t I 1' 1,•'i 1 1 I I I !r,•.1 I I I I I I f I 1 I I I I I ''•r , •.V . �1 I 1 1 1 I 1 I 1 1 I I I JI I i i t+IZlEt,1•1ot4ml o � I I I I I 1 I I i ,- t' .• I' 1 r' I� 'r 1 i f i 1 I I I I 1 1 1 I r t'' r-' i 1 �.�.- ! —1I I I •,•r' , • t. i -r' 1,��"' . i' 1 I';� 1....-- r' 1 1 1liiii I I I I I I i if1 I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I IIIII I J i I I l l I 1 1 I I I i I CT>N) 00 cO C� rs 0 ) LC) O O o O C"-.J CNJ O O• O O O Cal c J c-J N) l_n o � o Cam! C`J Cl TOWN BOARD/STAFF RETREAT 20 YEAR POPULAT-ION PROJECTIONS 4/1 /9 r ENG B State Library of N.C. Fax Aug 20 '98 14:40 P. 03 SYSTEM - N. C. STATE DATA CZY7= ImAims _ ... .,.__..l •i csw tOens siSt ima7c/ r t Lion, 139S ;PPS oenom State Library of N.C. Fax :919- r 33-66?9 Aug 20 '98 14:40 P.02 PAGE LXIC,;SSYS S N. C. 'STAIN CEKSR t,NR; AgLZ' -0'7 PrpoIatioa ?C*s.-57.:z/Zeti7a o/Fro,e^.ti.oft: HOLLY SPRINGS 0t,t12^: 4 7/2 709 1,034 1,102' 1.,024 1,226 1,279 1,733 aa' 15000 0 a> 0. 9 0 L. .0 E 10000 5000 558 697 688 1024 3030 6652 4 5597 YEAR 1960 1970 1980 19902i 7 i,1995 j r 1997 --- 1998 *1995 = special census (1)1,1 ytnr` ) '1997 = state estimates '1998 F special census 5°-ems c k, \!• 1 S W;r4c,}- TOWN BOARD/STAFF RETREAT 20 YEAR POPULATION PROJECTIONS YEAR 4/1/97 ENG B 15000 0 a) 0. 0 0) E c 10000 YEAR 558 697 688 1960 1970 1980 1990, 1995 1997 *1995 = special census *1997 = state estimates `1998 = special census 6652 1998 .92 15000 a 0 au a 46 m E c 10000 558 697 688 1960 1970 1980 1990, 1995 1997 *1995 = special census '1997 = state estimates *1998 = special census 6652 1998 Feb-92 0.071 Mar-92 0.085 Apr-92 0.084 May-92 0.082 Jun-92 0.126 Jul-92 0.079 Aug-92 0.071 Sep-92 0.079 Oct-92 0.112 Nov-92 0.234 Dec-92 0.196 Jan-93 0.232 Feb-93 0.174 Mar-93 0.234 Apr-93 0.238 May-93 0.197 Jun-93 0.183 Jul-93 0.163 Aug-93 0.198 Sep-93 0.172 Oct-93 0.146 Nov-93 0.12 Dec-93 0.17 Jan-94 0.142 Feb-94 0.123 Mar-94 0.135 Apr-94 0.108 May-94 0.046 Jun-94 0.044 JuI-94 0.119 Aug-94 0.0676 Sep-94 0.068 Oct-94 0.159 Nov-94 0.163 Dec-94 0.17 L 0.7 0.6 0.5 0.4 (9 0.3 0.2 0.1 0.30357 1.357895 Holly Springs Flow Data -Monthly 4` Ss?a� e, , a� eQ / a� e, o. a� �� a� �a� # sac e Q sac 4,21 seQ 4 5 „� 5 §� 5 s� 5 � uccw�.0 �c - �j� Sgi Icir