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HomeMy WebLinkAbout20181393 Ver 1_DEQ_Response_to_Questions_20181109ENERGY LAND & INFRASTRUCTURE November 9, 2018 Ms. Sue Homewood North Carolina Department of Environmental Quality, Division of Water Resources Winston-Salem Regional Office 450 W. Hanes Mill Rd., Suite 300 Winston Salem, NC 27105 RE: RESUBMITTAL - PRE -CONSTRUCTION NOTIFICATION PACKAGE DWR# 20181393 PIEDMONT NATURAL GAS, LINE 446 BELEWS CREEK GAS LINE PROJECT GUILFORD, ROCKINGHAM, AND STOKES COUNTIES, NORTH CAROLINA Dear Ms. Homewood: Enclosed please find the revised stream drawings based on your November 5, 2018 email with comments on the September 28, 2018 Pre -Construction Notification (PCN) package requesting a 401 Water Quality Certification and Buffer Authorization for the Line 446 Belews Creek Gas Line Project in Guilford, Rockingham, and Stokes Counties, North Carolina. I have addressed your questions and comments below. 1) Comment: The application indicated that by citing the new Right of Way (ROW) adjacent to an existing Duke overhead line ROW the applicant has provided for Avoidance and Minimization. Please explain why the existing overhead line ROW cannot be utilized as a temporary construction corridor to further avoid and minimize impacts to streams, wetlands, and buffers. Response: In the early stages of project design, it was proposed to Duke Energy that this project could use the overhead electric line ROW as temporary workspace to provide additional avoidance and minimization to environmental impacts. Unfortunately, Duke Energy denied the use of the existing electric ROW for parallel temporary workspace for construction of this project. However, as a minimization measure, there are existing electric line ROW access roads that are planned to be utilized. 2) Comment: For all streams that drain to the Jordan Lake Watershed please provide a detailed buffer impact table which includes impact site identifiers, impact amounts for Zone 1 and Zone 2, whether the impact is a perpendicular crossing (between 75 and 105 degrees angle) or non -perpendicular impact, the area of the buffer impact, the proposed permanent maintenance corridor width, whether mitigation is required and required amounts (after applying the appropriate Zone multiplier and subtracting any wetlands within the buffer). Please ensure that buffer impacts are accounted for in "line of sight" clearings are included in the Buffer Impact table. Response: The streams that drain to the Jordan Lake Watershed are: Stream 1, Stream 2/29, Stream 3, Stream 6, and Stream 7/8. The attached table provides the requested information. 1420 Donelson Pike, Suite A-12, Nashville, Tennessee 37217 www.Eli-lic.com 615.383.6300 ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL 3) Comment: The plans provided include insufficient call outs about the Jordan Lake Buffer Rules. Please add Zone 1 and Zone 2 buffers to the plan sheets or separate sheets. They should identify buffer impact areas with shading/hatching similar to that shown for wetland locations and wetland impact areas. Please ensure that buffer impacts are shown in all "line of sight" clearing areas as well as open cut areas. It will be helpful to show the buffer impact areas using different colors or hatching for areas which will be permanently maintained versus areas proposed for buffer re-establishment upon construction completion. Please note that there may be some streams which are located adjacent to the proposed ROW but which may have buffers which are within the ROW and these streams should be included within the buffer impact table and shown on the plan sheets. Response: The buffer drawings are attached. 4) Comment: In an effort to avoid and minimize impacts to streams and wetlands you have avoided impacts within the temporary construction corridor in most locations of streams and wetlands. However, it appears that you have not provided the same avoidance and minimization measures to buffers. Please provide for avoidance and minimization of buffer impacts along streams that are subject to the Jordan Lake Buffer Rules or provide justification for why these areas cannot be avoided. Please show all buffers and temporary limits of disturbance on plan sheets. Response: The execution of the open cut stream crossing to install the pipe requires room for stockpiling ditch spoils, temporary stream crossing pump arounds, filter bags, and equipment movement in addition to the ditch line itself. As such, the full 60 -foot wide permanent easement is needed to allow for adequate spacing to safely and properly install a large pipeline such as this proposed 24 -inch diameter pipeline. Please let me know if you have any questions or comments on the enclosed revisions. Again, thank you for your consideration of this application. If you have questions or need additional information please contact me at (615) 383-6300 or by email at suzanne.herron@eli-Ilc.com. Sincerely, ENERGY LAND & INFRASTRUCTURE, PLLC Suzan tkHerron, P.E., CPESC PE 040556 Enclosures cc: Ms. Alicia DePalma, Environmental Siting and Licensing, Piedmont Natural Gas Mr. David Bailey, PWS, Regulatory Project Manager, U.S. Army Corps of Engineers (SAW - 2018 -00885) Piedmont Natural Gas Line 446 Belews Creek Gas Line Buffer Impacts Table Zone 1 Mitigation Multiplier = 3 Zone 2 Mitigation Multiplier = 1.5 Wetland areas are removed from buffer impact areas. Notes Adjacent wetlands Adjacent wetlands to east Crossing by HDD No adjacent wetlands Adjacent wetlands Impact Area: Impact Area: Total Buffer Permanent Sheet Perpendicular or Is Mitigation Buffer Mitigation Area Stream Permanent Temporary Impact Area: Maintenance Number Non -Perpendicular Required? Zone 1 Zone 2 Zone 1 Zone 2 Permanent Corridor Width Zone 1 Zone 2 Stream 1 84 4986.6 3322.9 5324.8 5554.9 non 8309.5 60' Yes 14959.8 4984.4 Stream 2/29 82 2791.9 1954.0 2560.9 1704.2 perp 4745.9 60' Yes 8375.7 2931.0 Stream 3 81 NA NA NA NA perp NA 30' No NA NA Stream 6 81 5018.5 3694.0 1089.6 806.3 perp 8712.5 60' Yes 15055.5 5541.0 Stream 7/8 80 5386.3 5611.7 3159.8 2637.9 non 10998.0 60' Yes 16158.9 8417.6 Zone 1 Mitigation Multiplier = 3 Zone 2 Mitigation Multiplier = 1.5 Wetland areas are removed from buffer impact areas. Notes Adjacent wetlands Adjacent wetlands to east Crossing by HDD No adjacent wetlands Adjacent wetlands GRAPHIC SCALE (IN FEET) 100 0 50 100 200 1 inch= 100 ft. LEGEND: STREAM BUFFERS ............. LINE 446 BELEWS CREEK PIPELINE STREAM BUFFER MAP DATE 11/19/18SEE TABLE FOR BUFFER AREAS WETLAND AREAS EXCLUDED SHEET 4 OF 4 CORRESPONDS TO SHEET 84 STREAM 1 (PERENNIAL) OPEN -CUT FOR GAS LINE, DEWATERING STRUCTURE, EQUIPMENT CROSSING/MAT PLACEMENT IMPACT SITE 19: STREAM 1 WETLAND 1A WETLAND WXA WETLAND WXB r I - EXISTING CULVERT WETLAND 2 NO IMPACT Piedmont PREPARED BY ENERGY LAND & INFRASTRUCTURE, PLLC Natural Gas 1015 PASSPORT WAY- NORTH CAROLINA # P-1 919-234-1974 WWW.ELI-LLC.COM•LICENSE # P-1289 r6l�s ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL STREAM BUFFERS TO BE PROVIDED PER JORDON LAKE BUFFER RULE (SEE DETAIL 9, SHEET 87 40' TEMP EASEMENT SFCD 141 SFJ STREAM 2/29 (INTERMITTENT) OPEN CUT FOR GAS LINE, DEWATERING STRUCTURE, EQUIPMENT CROSSING/MAT PLACEMENT LINE 446 BELEWS CREEK PIPELINE STREAM BUFFER MAP DATE 11/19/18 SEE TABLE FOR BUFFER AREAS WETLAND AREAS EXCLUDED SHEET 3 OF 4 CORRESPONDS TO SHEET 82 LEGEND: STREAM BUFFERS ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT r------- T k' GRAPHIC SCALE (IN FEET) 100 0 50 100 200 1 inch = 100 ft. GWD__5r+-91T CWD�L{ip— -- LfiD CWLo - - IMPACT SITE 18: STREAM 2/29 WETLAND 5A FLOW WETLAND 5B WETLAND 5A PERMANENT EASEMENT TEMPORARY IMPACT: OPEN CUT FOR GAS LINE, DEWATERING EXISTING STRUCTURE, EQUIPMENT CULVERT CROSSING/MAT PLACEMENT. WETLAND 5B PER Piedmont PREPARED BY ENERGY LAND b INFRASTRUCTURE, PLLC r6 Natural Gas 1 3 PASSPORT WAY- NORTH CAROLINA # P-1 919-234-1974 WWW.ELI-LLC.COM•LICENSE # P-1289 ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL LEGEND: STREAM BUFFERS ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT 6� ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT 65' TEMP EASEMENT SIFSIFc SF SFF SF I GRAPHIC 00 0 50 100 200 1 40' TEMP EASEMENT 1 ._: ��r� s�_1 1_I�1_II,�A��I�II�II�II��I�It.��►111� D 1L SL r FLOW s_Fc STREAM BUFFERS TO BE IMPACT SITE 16: PROVIDED PER JORDON STREAM 6 LAKE BUFFER RULE (SEE D DETAIL 9, SHEET 87 LINE 446 BELEWS CREEK PIPELINE STREAM BUFFER MAP Piedmont PREPARED BY: SEE TABLE FOR BUFFER AREAS ENERGY LAND & INFRASTRUCTURE, PLLC DATE 11/19/18 Natural Gas 1015 PASSPORT WAY- NORTH CAROLINA # P-1 WETLAND AREAS EXCLUDED 919-234-1974 WWW.ELI-LIC.COM•LICENSE # P-1289 SHEET 2 OF 4 CORRESPONDS TO SHEET 81 ENGINEERS •SURVEYORS •INFRASTRUCTURE •ENVIRONMENTAL IMPACT SITE 15: STREAM 7/8 WETLAND9A WETLAND 9B WETLAND 10/11 WETLAND 12A WETLAND 12B WETLAND WY I GRAPHIC SCALE\(IN FEET) 100 0 50 100 J G / FTJ rrK C,?. IT ti ON H r I, al ILL SNI �S 5 ao� SF 1 inch= 100 ft. I/ I I � 1 I II P LEGEND: STREAM BUFFERS ZONE 1: PERM. IMPACT ZONE 2: PERM. IMPACT ZONE 1: TEMP. IMPACT ZONE 2: TEMP. IMPACT SF L I S= SSFtOO- SF {� a SF SF SF • •WET WE?W�c�, ET'_' .. _ .... .. ...< �wcr "MET• • vJef WET 'W • WETLAND 8/13 N O 1 M PACT STREAM 7/8 OPEN CUT FOR GAS LINE, DEWATERING STRUCTURE, EQUIPMENT CROSSING/MAT PLACEMENT. STREAM BUFFERS TO BE PROVIDED PER JORDON LAKE BUFFER RULE (SEE DETAIL 91 SHEET 87 LINE 446 BELEWS CREEK PIPELINE STREAM BUFFER MAP Piedmont PREPARED BY: SEE TABLE FOR BUFFER AREAS ENERGY LAND & INFRASTRUCTURE, PLLC DATE 11/09/18 Natural Gas 1015 PASSPORT WAY- NORTH CAROLINA # P-1 WETLAND AREAS EXCLUDED 919-234-1974 WWW.ELI-LIC.COM•LICENSE # P-1289 SHEET 1 OF 4 CORRESPONDS TO SHEET 80 ENGINEERS •SURVEYORS •INFRASTRUCTURE •ENVIRONMENTAL