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HomeMy WebLinkAbout19970722 Ver 1_More Info Received_19980224 (2) Winston-Salem Regional Office TO: FAX FROM: 0-'(A A WAM ? North Carolina Department of Environment, Health, and Natural Resources Division of Water Quality Colleen Sullins # of pages 6 FAX # Larry D. Goble, Regional Supervisor NOTE: Attached are the Regional comments on the Randleman Lake Nutrient Reduction Strategy. This was a rush job and staff did not have a chance to do an in-depth review, but we felt something was better than nothing. In general we do not feel the plan is strong enough to have any effect on protection of the proposed lake. It appears to cover only the very minimum that is required under current water supply regulations. It is suggested that the Plan be returned to PTRWA for additional' Consideration. 585 Wavghtown Street, Winston-Salr..m, NC 27107 • 910-71174600 • FAX 910-7 '71 4 r,12 mss, ? ? ? ?v'f +' ". 9 ? ? a f9,8 QUAUTY SECTION 90/ti0'd Z9:9Z 35, 0Z q2d 7,29b-Z21-922:xed 0633 dN3QON FOR DWQ INTERNAL REVIEW ONLY To: Larry Coble 5;? ?_ Steve Mauney From: Ron Linville Subject: Review of Randleman Lake Nutrient Reduction Strategy and Implementation Plan Draft Date: 980220 A very quick and extremely cursory review of the NRSIP for Randleman Lake raises the following concerns and comments which are presented here by page reference: E$-3: NPS objectives are not specific. Current watershed protection rules will not likely be sufficient to alleviate degradation and water standard violations. ES-4: In order to be effective, the nonpoint source reduction strategy should exceed local watershed protection regulations by protecting butters for all intermittent as well as perennial streams. Currently, the Division has concerns about the full implementation for the adequate protection of perennial stream buffers in this area generally. ES-5: Consideration of the new created wetlands for inclusion in reduction measures should be carefully considered as these restored or created sites will simply replace those which have been lost. These may be at best a neutral scenario and at worst a negative loss of reduction benefits. ES-8: Concentrations of Chlorophyll a in some upper tributaries should again emphasize the need to provide for additional safeguards in as many other areas as possible (such as protecting intermittent streams and avoiding small stream and wetland losses) . 1-1: Suggest that the document indicate that the PTRWA is developing this strategy "for presentation to the DWQ" and not "in cooperation with" EMC, DENR and DWQ. 1-5: What restrictions will be placed on the utilization of chemicals and fertilizers within the watershed? 2-4: The document indicates that the Chlorophyll a concentration, nuisance algal conditions and unaesthetic conditions will occur. Specifically, what measures' can be taken in these upper tributaries? 2-5: In the analysis of existing conditions relative to High 9M10 *J z2:9I 66, 0Z q23 z29b-TL-929:X23 DdSM dN39DN Point's Eastside WWTP, are existing accumulations in the basin given consideration due to the long term impact of the WWTP. Also, are the figures utilized accurate? The Eastside WWTP has a history of very significant bypasses of partially or little treated effluent especially during storm events. Instantaneous flows have been documented in excess -of 70-M MGs. During these events, evidence exist which continues to point to possible combined sewers and inflow of stormwater (normally considered nonpoint source) . DMRs provided by the High Point lab continuously and routinely suggests that the City of High Point has no confidence in much of the data reported. 2-8: Have the four regional stormwater ponds shown actual reductions? If so, the specific data'should be included in the study. 2-9: A violation of the standard is a violation of the standard. Unless the PTRWA seeks to go beyond the minimal protection measures to try to offset these predicted violations and request a variance based on these stringent development guidelines and WWTP improvements, it is unlikely that the DWQ could support reclassification to WS. 2-11: Elevated rates of discharge and withdrawal from the lake are likely to exasperate predicted conditions and may contribute to standard violations closer to the intake. Again, every effort should be placed on maximizing protective measures by WWTP improvements, stringent stream and wetland buffering as well as minimizing development impacts to waters and wetlands for the long haul. Prevention is worth a pound of cure. 2-12: Watershed protection measures in all jurisdictions should be equally stringent and enforced. In this manner, losses in one area might be offset by thorough protection measures around the proposed lake. 2-14: Despite the increased flow rates due to increased impervious surface, will biomass accumulations sustain conditions which will cause more Chlorophyll a concerns? 3-15: It is unlikely that the "NCWREP" should participate in this effort as payment into a wetland bank cannot contribute to enhanced water quality in this proposed lake. 3-17: It is highly probable that stormwater is collected and moved via drainages in many of these areas so it is likely that the diffuse drainage statement may be somewhat incorrect. 3.19: All commercial and large scale developments in each jurisdiction should be required to provide for maintaining the hydrogragh in order to prevent streambank erosion and sediment deposition into the proposed lake. Water quantity as well as quality is an issue. 90/20 'd 92:9Z 85, 0Z qaj Z99b-TL-922: XeJ DdSM dN3Q0N 3-23: The statement that the NC Sedimentation and Pollution Control Act of 1973 prohibits visible sediment from washing oft construction sites is misleading and does not indicate the reality of soil losses directly caused by site development and indirectly caused from streambank erosion due to hydrograph surges and increases. 3-26-27: Education is fine but it will not suffice alone. Enforceable application limits will need to be prescribed and compliance will need to be mandatory through injunctive procedures if necessary. 4-4: 'Coordination with DWQ" should be removed from the l document. As written, the DWQ would appear to be partially responsible for the success or failure of the Randleman Lake's nutrient reduction strategy. 4-6: The PRTWA should not only update the strategy and implementation, it should also be empowered to mandate programs over all contributory watershed jurisdictions. Please keep in mind that this has been a very quick review and a full Grasp of details has not been accomplished. These comments are provided for INTERNAL CONSIDERATION ONLY due to a lack of time to fully and completely study the issues. Cc: Central files WSRO 90ib0'd 22:9Z 86, 0? qad Z29b-iZZ-922:xej DdSM dNMN a . NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES WINSTON-SALT-M REGIONAL OFFICE DIVISION OF WATER QUALITY M E M O R A N D U M TO: Larry Coble Regional Supervisor - WSRO FROM: Corey Basinge Environmental Engineer - WSRO . THROUGH: Steve Mauney WQ Supervisor WS 0 DATE: 17 February 1998 SUBJECT: Comments - Randleman Lake Nutrient Reduction Strategy & Implementation Plan 2/98 DRAFT The following are comments and/or questions regarding the "RANDLEMAN LAKE - Nutrient Reduction Strategy and Implementation Plan 2/98 DRAFT" document. S I Table on page ES-2 has several calculation errors that are also repeated in the text on same page. Specifically, the calculations relating to total phosphorous reduction for low and high flow years. 2) Text on Page E9-3 reflects the idea that connecting several minor facilities to the major municipals will aid in nutrient reduction. Although a valid concept, several question arise: a) How many minor facilities? b) Is it economically and/or environmentally feasible? c) Who funds the connections? d) Will it be suggested or required? 3) Paragraph 2, page ES-6 states that "( t?ere are only three animal operations within the wa rshed..'"I. In Randolph County there are three (3) animal waste facilities that remain on the certification list. There ' are, however, a couple of zegistered farms that have been removed from the certified list but remain in business (numbers below threshold). 666 WAVGHTOWN STREET, WINDT014-3A69M. NORTH CARDLINA 87107 PHONE 336-771-4600 FAX938-771.4631 •NFI11&1 e1PPn RTUNITY/AFFLRMATIYE AcreH[MPLOYER-60% RECYCLEOM0% POST-CONDUMER PAPER V2:91 85, 07? qad Z29b-TzL-922: xed DdSM dN3QDN 90/S0 'd a 4 CJs'' MEMO - Larry Cable 17 February 1998 Page #2 4) Text on page 2-10 discusses nutrient loading in the Muddy Creek 1 segment. 'Melbille Heights Subdivision (Rayco) is mentioned as a "domestic-type wastewater discharge" that will be connected to the municipal sewer by PTRWA. No mention is made of Penman Heights Subdivision (Rayco) located less than 3 miles away and discharging to an unnamed tributary to Muddy Creek. Also, the text does not state what municipal they should be connected to, although it is assumed I.P. Eastside. 5) Text on page 2-12 states "It is assumed that no new domestic-type wastewater discharges will be permitted by the State within the Randleman Lake watershed. It is also assumed that permitted flow will not be increased on existing permits." Is this an official Division position? Or, is it just an assumption on the part of PTRWA? 6) TQV.4 on page 3-1 states t;;Rt High neke r currently covered under SOC? If MIT., LIIULL?!ft't they, be? 7) Text on page 3-2 again discusses connection of minor "domestic-type" permitted wastewater discharges to municipal sewer systems. The report again excluded Penman Heights Subdivision and neglected to state which municipal facility will receive the wastewater. 8) Table on page A-1-2 lists the domestic-type dischargers in the Randleman Lake watershed. Included on this list is Penman Heights Subdivision which had been excluded throughout the text with regards to connection to municipal sewer. 9) The report does not state a date or time frame for the actual construction of the Randleman Lake Dam. Is this information available? Can the Division obtain it? This information would be extremely useful to several animal facility owners to aid them in their decision to spend thousands of dollars to maintain compliance with .0200 regulations or sell out while the funds are being offered. 90/90'd S2: 9T 85, 0Z qad Z29b-iZZ-9S2.xed OdSM dNMN