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HomeMy WebLinkAbout20060645 Ver 2_More Info Received_20110826*--S&ME August 24, 2011 North Carolina Division of Water Quality Winston-Salem Regional Office 585 Waughtown St. Winston-Salem, NC 27107 Attention: Ms. Sue Homewood 4 nn„ North Carolina Division of Water Quality 401 Wetlands Unit A ( [( 2321 Crabtree Boulevard, Suite 250 201 Raleigh, North Carolina 27604-2260 WEttANaSANDSroR uijkn Attention: Mr. Ian McMillan Regarding: Response to July 26, 2011 NCDWQ Letter Section 401 Water Quality Certification Application Duke Energy - Belews Creek Steam Station Proposed Craig Road Landfill Expansion, Stokes County, North Carolina S&ME Project No. 1356-10-041 DWQ No. 06-0645 v2 USACE Action ID No. 2011-00972 Dear Ms. Homewood and Mr. McMillan: S&ME, Inc., (S&ME) on behalf of Duke Energy is providing herein responses to the North Carolina Division of Water Quality's (NCDWQ) July 26, 2011 additional information request letter and a subsequent August 4, 201 ] conference call between Sue Homewood (NCDWQ Winston-Salem Regional Office), Duke Energy project representatives and S&ME's project representatives. The purpose of the conference call on August 4 was to obtain clarification from the NCDWQ on the specific additional information requested, in order to properly respond. Summarized below are the six requested additional information items from the NCDWQ and S&ME's response to each. The response to comments herein references the proposed landfill expansion design in the context of the North Carolina Department of Environment and Natural Resources (NCDENR) Solid Waste Section permitting process. The current Craig Road Landfill Phase 1 is operating under Permit No. 8504 issued by the NCDENR Solid Waste Section. Consistent with NCDENR Solid Waste Section rules, the proposed landfill expansion S&ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273-5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com Response to July 26, 2011 NCDWQ Letter SWE Project Number 1356-10-041 Proposed Craig Road Landfill Expansion August 24, 2011 will be permitted in steps including Site Suitability and the Construction Plan Application. S&ME prepared a Site Suitability Study (June 24, 2011) for the proposed landfill expansion that was submitted to the NCDENR Solid Waste Section for review. The Site Suitability Study evaluates various siting restrictions, characterizes site geologic and hydrogeologic conditions, and communicates the proposed expansion facility plan. Once the Site Suitability Study is approved, a Construction Plan Application providing the detailed design for the next five-year phase of landfill development can be submitted for review and approval. S&ME is currently preparing the detailed design, concurrent with Agency review of the Site Suitability Study. Comment 1: "If the USA rmy Corps gfEngineers requests a response to any comments received as a result of the Public Notice, please provide the Division with a copy of your response to the USA CE. " Response 1: S&ME provided a response to the U.S. Army Corps of Engineers (USACE) Raleigh Field Office's Mr. John Thomas regarding the June 27, 2011 Public Notice Comments from the U.S. Fish and Wildlife Service. S&ME's response was provided to the USACE on August 12, 2011 and a copy furnished to Mr. Ian McMillan and Ms. Sue Homewood of the NCDWQ. The USACE also provided S&ME Public Notice comments on August 3, 2011 from the North Carolina Wildlife Resources Commission and Mr. James Martin of Walnut Cove, North Carolina. However, a response to those comments was not requested from the USACE. To date, no additional comments have been received. Comment 2: "Please submit full plan sheets at a scale of no smaller than I "=50' with topographic contours shown and all jurisdictional features overlaid in order for our office to adequately comment on the proposed avoidance and minimization for the project. " Response 2: S&ME prepared various plan sheets illustrating the location of the proposed landfill expansion in the context of site features of interest for the Site Suitability Study submittal (June 24, 2011) to the NCDENR Solid Waste Section. The Quarter Mile Radius Map, Drawing 5 from the Site Suitability Study Submittal (attached), shows surveyed streams in the vicinity of the proposed landfill expansion. Since the time we submitted the June 9, 2011 Application for Section 404 Individual Permit, S&ME has advanced the proposed landfill expansion design and prepared a preliminary design. The preliminary design is a thirty-percent level design intended to communicate fundamental landfill design elements including proposed subgrade grading plans, five-year development phases, select stormwater management features, and proposed final grading plans. The following drawings from the preliminary design are provided to communicate the proposed development including existing and proposed contours relative to jurisdictional features: • Drawing Cl -Aerial Photograph; • Drawing C2 - Existing Conditions; • Drawing C 10 - Future Phases Subgrade; 2 Response to July 26, 2011 NCDWQ Letter SWE Project Number 1356-10-041 Proposed Craig Road Landfill Expansion August 24, 2011 • Drawing C l 1 - Future Phases Cover System; and • Drawing CU 3 -Future Phases Stormwater Management. Comment 3: "Although the Division cannot fully review the avoidance and minimization ,for this project as noted, we request that the applicant consider an alternative that completely avoids or reduce impacts to Stream SC5 only. " Response 3: S&ME identified and evaluated several alternatives for landfill expansion as summarized in the June 9, 2011 Application for Section 404 Individual Permit, Section 5, Alternatives Analysis. As NCDWQ personnel requested during our August 4, 2011 conference call, we have developed another alternative (Alternative G) that avoids impacts to stream SC5 and SC6 only. Consistent with the prior alternatives analyses, S&ME prepared a conceptual landfill expansion boundary (footprint) considering the topography of the area and delineated stream and wetland limits. A limit of waste footprint was developed by assuming a 50-foot stream buffer offset and an additional 100-foot offset to allow for grading and installation of perimeter roads, stormwater management facilities, and leachate management facilities. The resulting footprint is illustrated in the attached Figure 1 and consists of 2 separate landfill footprints within the proposed expansion area: one continuous with the existing Phase 1 landfill; and the other discontinuous from the initial phases and separated by the subject streams. Based on the footprint, S&ME developed a conceptual grading plan to estimate the possible gross landfill volume. Estimates indicate that Alternative G can provide approximately 14,500,000 cubic yards of gross capacity. Based on anticipated generation rates of 900,000 cubic yards per year, Alternative G could provide up to 16.1 years of disposal capacity. This is less than the disposal capacity for the life of the Belews Creek Steam Station and less than the anticipated disposal capacity of Alternative C (21,230,000 cubic yards and up to 23.6 years). An alternatives analyses comparison and comparative cost estimates were provided in Tables 2 and 3 from the June 9, 2011 Application for Section 404 Individual Permit. Revised Tables 2 and 3 including the additional Alternative G are provided with this letter for comparison purposes. Comment 4: "Please provide detailed engineering drawings that include all. fill slopes, energy dissipaters, bank stabilization, etc. at all impact areas. The plans should include cross section details for all impact areas, temporary impacts for construction/dewatering, restoration of all temporary impacts, and a hydrological analysis indicating that streams below the proposed impacts will continue to function/flow. " Response 4: We understand that the NCDWQ intent in comment 4 is to understand the nature and extent of proposed temporary and permanent impacts from the proposed development. The footprint of the proposed landfill expansion, perimeter roadway, perimeter stormwater channel, and grading to reach existing grades (including cut and fill slopes) have been developed with the preliminary design. Various preliminary design drawings illustrating the proposed expansion are attached with this response. 3 Response to July 26, 2011 NCDWQ Letter Proposed Craig Road Landfill Expansion SWE Project Number 1356-10-041 August 24, 2011 Detailed design is currently in progress and will culminate in a final design submitted as the Construction Plan Application to the NCDENR Solid Waste Section for review. The preliminary design was, and the future detailed design will be, developed consistent with civil engineering hydraulics and hydrology standards of practice. In addition, the design will specifically meet design criteria established by the NCDENR Solid Waste Section for landfill development, satisfy design criteria of the North Carolina Erosion and Sediment Control Manual, and satisfy design criteria to obtain a NPDES General Permit NCGO10000 for construction activities. One component of the proposed landfill expansion design is an under-drain system. The under-drain system will be designed and constructed where the proposed landfill expansion will be located over existing streams with the intent of intercepting water flow beneath the landfill and conveying it to the stream down gradient of the expansion. The under drains will be composed of perforated pipes surrounded by a drainage aggregate and wrapped in a non-woven geotextile filter. The under drains will be designed to convey the quantity of flow and for structural stability considering the overlying loading. Near the landfill grading limits, each under-drain will terminate at an appropriate structure (i.e. rip-rap apron) to convey flow into the existing stream. The detailed design will not include a hydrologic evaluation of post-development stream function or flow. The proposed landfill development is expected to alter the stream watersheds and the effect on stream function and flow is beyond the scope of this project. The detailed design will include hydrologic evaluations of stormwater management features including (and not limited to) channels, culverts, retention/detention basins, erosion and sediment control measures, and conveyance to natural features. The hydrologic evaluation will be developed for various stages through the project life-cycle including construction, interim, and final conditions. Comment 5: "Please provide documentation of contingency plans in the event of landfill liner,failure and groundwater exposure. " Response 5: Contingency plans are addressed through the routine groundwater monitoring program that is required by the NCDENR Solid Waste Section. Groundwater quality surrounding the landfill will be monitored consistent with a site-specific Monitoring Plan that is reviewed and approved by the NCDENR Solid Waste Section. Consistent with NCDENR Solid Waste Section rules, groundwater and surface water quality around the landfill will be monitored under an assessment monitoring program. Should results indicate an effect on water quality, a detection monitoring program will be implemented to characterize the nature and extent of the groundwater conditions. Should conditions warrant, corrective measures would be implemented to address the groundwater conditions. Comment 6: "Please provide plan sheets that indicate any new impervious surfaces such as roads, storage buildings, processing areas, etc that are part of this landfill expansion 4 Response to July 26, 2011 NCDWQ Letter Proposed Craig Road Landfill Expansion SWE Project Number 1356-10-041 August 24, 2011 project. For all new impervious surfaces the Division requires details on stormwater management and collection. " Response 6: New impervious surfaces will include perimeter access roads and the landfill liner system within the proposed limits of waste as indicated in the attached preliminary design drawings. We note that the future detailed design will be developed consistent with civil engineering hydraulics and hydrology standards of practice and will specifically meet established design criteria. The detailed design will be subject to review and approval of the NCDENR Solid Waste Section and approval of and Erosion and Sediment Control Plan. In closing, we believe that these responses clarify the nature and extent of the proposed landfill expansion and its effect on the subject streams and wetlands. Furthermore we believe our responses address the NCDWQ comments. Please let us know if you would like additional or supplemental information. Upon your request, we are willing to provide detailed design documents as they become available. Thank you for your assistance with this project. Please notify us if there may be additional information we can provide at this time to address the additional information request. Sincerely, S&ME r Kenneth Daly, P.E. Senior Project Engineer Senior Review by: Dane Horna, V.P., P.E. CC: Tom Leap, Duke Energy Attachments: 0 &, , ?,tk - P,,Z ?, Darrin M. Peine, QEP Natural Resources Project Scientist Drawing 5, Quarter Mile Radius Map (June 24, 2011 Site Study) Drawing C1, Aerial Photograph (August 10, 2011 Preliminary Design) Drawing C2, Existing Conditions (August 10, 2011 Preliminary Design) Drawing C10, Future Phases Subgrade (August 10, 2011 Preliminary Design) Drawing C11, Future Phases Cover System (August 10, 2011 Preliminary Design) Drawing C13, Future Phases Stormwater Management (August 10, 2011 Preliminary Design) Figure 1, Expansion Area Table 2, Alternatives Analyses Comparison (Revised August 23, 2011) Table 3, Alternatives Analyses - Comparative Cost Estimate (Revised August 23, 2011) }:- ? \ ` 1 73gr1 •?s0 / --- 770 III v J, j ,1 755 ik x?. ?`? 1 '?- __ t ?/ ° 775- - ' ? TAY ? 765 - n•-'"?; ? - _ - , -_= 765 __ ;- -_ - , e t - v O ? .c ?, ..?25?,,, 775 ° 165 /"::0??•?;"'``' + , ? _? _ i.IC ??: ?? - 716. ?3 ,°' ass ?',,11n2 ^tih s?? a px??q •.770 _ r', ?O v l + _ _ ;1 16 5 n R '' • ?•f; Ali b IP 146 ' }?N 2,S p? vi O /, 7 h 4 r T 725 845 na t r4,?! a per 41. .4 CO II. I k' __. ,rY 1, r ;??? 14 ,' ` o 0 1 - _ ''a` m P , ! .:' d t?{,1;t' Fp.pq•-#,y?.a.! .:fl.. 4,/"$4: 85_850 `'- t - ° in •>r !,'?RiR` I•'rr'IR'•'_';h„ ?f ty"S i. 1,'ru' T,...' rs r --? - ?§},,•-.t s+9 yi?'}f '-.iu? I* I -C, 0 )• 01 !?' - 2a _`N? P •, I rjl i•a p: t4 S'1?e 7. v. 5 ?-?? _ 2a'•v 770 !L K~ ! a 11:-'' '-.'1. l Y y i ti +?r-. 5 ,u5?1 t r ec. `-r- 830 _ _-+'t' •,.{ p + , •,7' 14 IF6 j? I? ,8y5 'd :.NSS. i ° 7i ?y? I r vt ti2?'! t.r t 1g 750 ILI -L' e 145 :,4• ` `?' :n ML ,?.??. a r ?`? aP ., r:'a'.§ '4 j I`•. ?.. ? ?. ? .'o- "? s' '`-- - _ - m ?'. ly• .? # i tf r a E ?i;'. =:am..., ± s. .,o. ,'w?, y??? a° ?? Alternative G Limit of Waste 800 CRLF Phase 1 =2A I ,t ?,r - 1 Alternative C Limit of Waste t?J??760.•a^„h? ^44? ,taa _ w ?? v ? /T tt{Ih 4?: Alternative C Grading Limits T'r ----- 5-ft Contours 750?'"S i.•`xl. Y=?1 ?71;a I}? Wetlands REFERENCE: Streams THE ABOVE WATERBODY DATA WAS OBTAINED FROM THE NATIONAL HYDROGRAPHY DATA SET STREET GIS 1 -? _:r ;• q !4 h - -' DATA WAS OBTAINED FROM ESRI. HYDROLOGY AND WETLANDS JURISDICTIONAL BOUNDARIES WERE DELINEATED IN THE FIELD BY SBME PERSONNEL ON 11-11-2010 DISTURBED AREA INFORMATION WAS OBTAINED FROM S8ME, INC. AND WSP SELLS, INC PLEASE NOTE THIS DATA IS FOR INFORMATIONAL r 06001 Y1 1 200 PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION Feet MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON INFORMATION OBTAINED FROM THE ABOVE DATA. , i w it ,# V 5 . 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