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Home My WebLink About20120072 Ver 4_401 Application_20120812S &ME, Inc. 9751 Southern Pine Blvd. Charlotte, NC 28273 (704) 523 -4726 (704) 525 -3953 fax N.C. Division of Water Quality 401 Wetlands Unit 1617 Mail Service Center Raleigh, NC 27699 -1617 Attention: Ms. Karen Higgins WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ® Attached ❑ Prints ❑ Report • DATE. 08.15 .12 JJOB NO: 1357.10.022 ATTENTION: Ms. Karen Higgins RE: 3 "d (AND FINAL) Revision to PNG Line # 170 Project 1 08.15.12 ❑ Under separate cover via ❑ Plans ❑ Draft the following items: ❑ Specifications NO DATE COPIES DESCRIPTION 1 08.15.12 2 Revision to NWP No. 12/WQC 3884 Authorization 2 08.13.12 1 Check for $570 THESE ARE TRANSMITTED AS CHECKED BELOW: ® For approval ❑ For your record ❑ As requested ❑ For review and comment ❑ ❑ FORBIDS DUE: —/—/— ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Karen - please do not hesitate to call us at 704.523.4726 with questions. l have also been coordinating the revision with Alan Johnson in Mooresville, and provided him with a copy. Thank you SIGN: 1 S &ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704.523.4726 f 704.525.395 \1 DO AUG 1 7 2012 1 DENR - WWA- ER QUALITY _ IP -'?. August 15, 2012 U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, North Carolina 28801 -5006 Attention: Mr. Steve Kichefski N.C. Division of Water Quality 401 Wetlands Unit 512 North Salisbury Street Raleigh, North Carolina 27604 Attention: Ms. Karen Higgins I - oDlC-L U 4 AUG 1 7 2012 DENR - W/ATER Q,UAL1._ Reference: Third Revision to NWP No. 12/WQC No. 3884 Authorization PNG Line # 170 Project Cabarrus, Iredell and Mecklenburg Counties, North Carolina S &ME Project No. 1357 -10 -022 DWQ Project No. 12 -0072 Dear Mr. Kichefski and Ms. Higgins: This letter is in reference to the Piedmont Natural Gas (PNG) Line # 170 Project. The project entails construction of approximately 8.8 miles of natural gas transmission pipeline in Cabarrus, Iredell and Mecklenburg Counties, North Carolina. The proposed pipeline originates approximately 850 linear feet west of the intersection of Mecklenburg Highway (NC 115) and Presbyterian Road in Iredell County (35.515375 °N, 80.842222 °W) and ultimately ties into an existing natural gas Iine located approximately 0.2 miles south of Davidson - Concord Road (35.439426 °N, 80.774642 °W). The location of the overall project corridor is depicted on the Site Vicinity Map (Figure A1), and the appropriate USGS Topographic Maps (Figures B1 -B3). r •; A Pre - construction Notification (PCN) for impacts to waters of the U.S. in accordance with Nationwide Permit (NWP) No. 12 and the corresponding North Carolina Water Quality Certification (WQC) No. 3884 was submitted to the U.S. Army Corps of Engineers (USACE) and the North Carolina Division of Water Quality ( NCDWQ) on January 25, 2012. The project was granted authorization by NCDWQ on February 7, 2012 (DWQ Project No. 12- 0072), but in accordance with a decision by the USACE, was placed on hold until the viability of potential alternate routes was explored. A request for revision of the permit was submitted to the USACE and NCDWQ on June 12, 2012. The revision involved proposed re- routes that were necessary to accommodate concerns expressed by area stakeholders, and to avoid potential worker exposure to S &ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com Third Revision to NWP No. 12/WCQ No. 3819 Authorization SWE Project No. 1357 -10 -022 PNG Line # 170 Project August 15, 2012 buried materials within a former landfill that had been identified up- gradient of the original route. Approval of that revision was granted by NCDWQ on June 20, 2012. The USACE agreed to continue holding the permit application until such time as this revision was submitted and reviewed. Most recently (July 26, 2012), S &ME submitted an application for a second revision requesting additional temporary workspace at Wetland WC. I . Following further review, PNG determined that it would also be prudent to modify that request such that additional temporary impacts associated with the remaining stream or wetlards crossings could be included. This revision request does not involve changes in the previously- proposed alignment of the pipeline, the width or location of the permanently- maintained right -of -way (ROW), or additional permanent impacts to streams or wetlands. As described in previous submittals, the proposed pipeline is 30- inches in diameter, which will require excavation of a wider trench and more adjacent space to accommodate placement of the excavated material, as well as larger equipment to safely handle the 30- inch diameter pipe. In an effort to comply with appropriate regional conditions associated with construction of linear pipeline projects, PNG originally made efforts to limit the proposed width of temporary work space (TWS) through jurisdictional areas to 50 feet or less. However, based on the experience of the construction contractor and conditions PNG continued to encounter during construction of two similar projects in North Carolina (the Wayne and Sutton Pipeline Projects), it was determined that additional TWS must be acquired for the Line 4170 Project. Accordingly, PNG requests that they be allowed to utilize the standard 75 -foot TWS corridor currently authorized in connection with Federal Energy Regulatory Commission (FERC) projects of a similar nature. The additional work space used would only be needed during construction activities, and affected areas will be restored upon completion of the work. As such, the amount of previously- authorized permanent impacts to wetlands and streams will not change. Additionally, PNG determined that a number of the crossings originally proposed as "trenchless" present risk of "frac -out" or drill failure based on subsurface conditions, as was the case at the other PNG projects noted above. In the event of a frac -out, it is often necessary for personnel and equipment to access the area to perform containment and cleanup operations, and impacts to jurisdictional areas can greatly exceed those that have been permitted. As a pro- active step, PNG determined that the permit as previously - proposed should be modified to include an option to install the pipe through conventional isolation methods at stream features, if conditions permit. As conventional installation is performed "in the dry," this method provides a discrete and quantifiable expectation of temporary impacts associated with each crossing, and precludes the uncertainty of additional impacts associated with potential drill failure and the resulting containment and cleanup of drilling fluids. PNG still plans to conduct the Rocky River crossings via trenchless methods, but would like the flexibility to amend the crossing method should ►1 Third Revision to NWP No. 12/WCQ No. 3819 Authorization SWE Project No. 1357 -10 -022 PNG Line # 170 Proiect August 15 2012 conditions encountered during performance of the work indicate that the pipe could be installed conventionally with less environmental impact. At stream crossings, the width of the combined permanent ROW and TWS will be limited to 75 feet. The crossing of Wetland WC.1 will still require use of the entire ROW, as the feature is located in the central portion of the corridor and cannot otherwise be avoided. PNG still plans to maintain only 30 feet of the ROW through jurisdictional areas, as previously - proposed. All additional impacts associated with this revision request will be temporary. As a result of the proposed revision, proposed project -wide temporary impacts to wetlands will be 0.537 acre, and project -wide temporary stream impacts will be 1,505 If. No additional permanent impacts to streams or wetlands are proposed. The currently - permitted amount of project -wide permanent wetland impact (0.145 acre) will not change. Revised Impact Tables that denote the proposed additional temporary impacts are included in Appendix 11, and are summarized in Table 1: Table 1: Impact Summary Wetlands Total Previously- Authorized Impacts (ac) Total Revised Project -wide Impacts (ac) Temporary Permanent Conversion Temporary Permanent Conversion 0.317 0.145 0.537 0.145 Streams Total Previously- Authorized Impacts (I� Total Revised Project -wide Impacts (10 Temporary Permanent Temporary Permanent 646 0 1,505 0 As indicated previously, the proposed revision will not result in changes to the previously- requested permanent stream or wetland impacts. Revised Jurisdictional Waters of the U.S. Impact Plan Drawings that depict the proposed revisions (Sheets 1 -24, along typical stream and wetland crossing details (Figures C 1 -C4) are included in Appendix I. MITIGATION The proposed revision will not result in additional permanent wetland impacts beyond the originally identified 0.145 acre of conversion, nor will the overall project result in permanent stream impacts. The additional temporarily- cleared areas will be restored in accordance with the Restoration Plan submitted with the original permit application. Because the additional impacts specified in this submittal are temporary, compensatory mitigation beyond that already proposed in connection with the original application (purchase 0.25 acre of mitigation credit from the NCEEP - see attached acceptance letter in Appendix III), should not be required. Third Revision to NWP No. 12/WCQ No. 3819 Authorization SWE Project No. 1357 -10 -022 PNG Line # 170 Project August 15, 2012 Thank you for your consideration of this proposed revision. If you have questions or need additional information, please feel free to contact us at 704.523.4726. Sincerely, S&ME 6 P'e'� Joey er, P.W.S. Darrin Peine, Q.E.P. Project Manager Natural Resources Department Manager jlawler ,smeinc.com dpeine�cr,,smeinc.com Senior Reviewed by Dane A. Horna, P.E., V.P. Attachments: • Figures • Appendix I: Revised Jurisdictional Waters of the U.S. Impact Plan Drawings and Typical Crossings Details • Appendix II: Revised Wetland and Stream Impact Tables • Appendix III: NCEEP Acceptance Letter • Check for $570.00 ( NCDWQ processing fee) cc. AIan Johnson, NCDWQ Adam Long, PNG loana Lazarescu, URS rd M� � R + ``f I 115 m Ire#11 Cou ty � � y • C i • • • Davidson m 73 • S° Gr4A � • 73 ` Mecklen�%ur4. County Caldwell Proposed Pipeline Alignment ; 1%, C~0 w O'ree k REFERENCE: THE BACKGROUND GEOGRAPHIC INFORMATION SYSTEMS (GIS) LAYERS WERE OBTAINED FROM THE ESRI STREETMAP USA DATASET (2010). THE PROPOSED PIPELINE ROUTE WAS DERIVED FROM DATA PROVIDED BY MCKIM AND CREED, INC. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. 0 SBME, INC. ASSUMES NO RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS INFORMATION. SCALE: AS SHOWN Cabarrus County r 0!� / / • 1 0.5 1 DATE: 08.09.12 SITE VICINITY MAP PNG -Line # 170 S&ME DRAWN BY: JoL Multiple Counties, North Carolina CHECKED BY: WWW.SME[NC.COM L DP I PROJECT NO: 1 357 -10 -022 N' A .5 I Miles FIGURE NO. Al ipr :A8 (I3)I03HO WO3'3N13WS'MM M eulloae0 WON `sallunoo aldi}Inw M\ OL L # 3N1I - JNd Haa ZZO-N-LM m m W l8 NMHVO ON1Oalvos 3W]RS# ddW 3IHdVIIJOd01 Sgsn Z L OZ/8/9 :31`da '000' L =�� L :3l'dos l" 0 cn (6 cu ! N N C CO N m L + ». • *. 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STREAM CROSSING DURING CONSTRUCTION 1 TOE OF BANK � 1 � TOP OF BANK — GAS GAS GAS GAS— GAS — PLAN VIEW STREAM BANK ORDINARY HIGH PLANTING (TYP) —� WATER MARK SUMP PUMP OUTLET TO DISCHARGE IN SILT BAG OR STRAW -BALE DEWATERNG DEVICE. ,/—TEMPORARY BRIDGING WITH SIDEBOARDS DOUBLE ROW /—TEMPORARY SILT FENCE WORK SPACE (TYP) x STAKED HAY BALE (TYP) S GAS x__fIAS GAS \ SPOIL PILE x X x x COFFER DAM EASEMENT { ' WORK AREA SUMP PUMP. OUTLET TO DISCHARGE IN SILT BAG OR STRAW -BALE DEWATERNG DEVICE. t - -i == Co SILT FENCE SHALL BE PLACED ALONG TOP OF BANK AFTER INSTALLATION OF PIPELINE AND DURING NON - CONSTRUCTION WORK HOURS. STREAM BANK PLANTING AND COIR MATTING PROPOSED EASEMENT (TYP) �J �G.". � L _ dr� Lam: t ��'. -�>1 MAXIMUM STREAM DISTURBANCE GAS GAS =GAS PROPOSED NATURAL GAS _____ PIPELINE — c__ r._..__-_. COIR MATTING TO EXTEND 5' PAST TOP OF BANK (TYP.) -; NOTE: _ - CONTRACTOR SHALL RETURN ALL STREAM �.= CROSSINGS TO THIS MINIMUM CONDITION. STREAM CROSSING POST NOT TO SCALE CROSS - SECTION CONSTRUCTION ® PNG -UNE OVO PEIDMONT NATURAL GAS 8020 TOWER POINT DRIVE $'� DAM AND PUMP CHARLOTTE, NORTH CAROLINA 28277 (T) 704.841.2588 (F) 704.841.2567 Scale- NSA DETAIL TEMPORARY BRIDGE WITH SIDEBOARDS AND UNDERLAIN WITH GEOTEXTILE x xx xx STAKED HAY 75' MAXIMUM BALE (TYP) STREAM DISTURBANCE CL GAS GAS AS GAS — SPOIL PI PUMP x xx xx -- LIMITS OF DISTURBANCE OUTLET TO DISCHARGE TO SILT BAG OR HAY -BALE DE- WATERING DEVICE SILT FENCE SHALL BE RETURNED TO SPECIFIED LOCATIONS AFTER INSTALLATION OF PIPELINE AND DURING NON - CONSTRUCTION WORK HOURS. SANDBAGS x i i i I u C' GAS GAS GA$ SAS Ix IL SPOIL PILE SANDBAGS FLUME PIPE FLUME STREAM CROSSING ®URING CONSTRUCTION - -�1� WATTLE OR OTHER BARRIER TO BE REPLACED AT THE END OF EACH WORK DAY (TYP) DOUBLE ROW SILT FENCE PROPOSED PIPELINE 1-Ti 1 i-.__ r FLUME PIPE _ E _ SECTION C -C' SECTION D -D' NOTE: USE FLUME PIPE FOR CONTINUOUS FLOW OF WATER. CAN USE MORE THAN ONE PIPE TO ACCOMMODATE CFM RATE. NOT TO SCALE (CFMxO.25 =DIA.) EXCAVATE UNDER FLUME. RESTORE STREAMBANKS AS SOON AS POSSIBLE FOLLOWING PIPE INSTALLATION. C2 PNG -LINE 0170 PEiDMONT NATURAL GAS FLUME STREAM CROSSING DETAIL Scale N/A ] I ROW BOUNDARY INSTALL SIDEBOARDS ON MAT HAY BALES AND /OR SILT FENCE AS REQUIRED TO CONTROL RUNOFF FROM EQUIPMENT SPOIL STORAGE AREA TOPSOIL TOPSOIL TOPSOIL SUBSOIL '. '} 1.. ,'>XF ,'SUBSOILX'`�}ykX i<? I / X`x,' "1�✓ rYK'n)?1Q1'�i., / h PROPOSED TRENCH FOR 30" GASLINE NON- WORKING SIDE MAXIMUM DISTURBANCES WORKING SIDE NOT TO SCALE ROW BOUNDARY I I 0 WETLAND TEMPORARY CONSTRUCTION EASEMENT STAKED H) BALE (TY NEW 30" NATURAL GAS PIPELINE GAS GAS GAS SPOIL PILE x x -;�;' TEMPORARY CONSTRUCTION EASEMENT MAXIMUM DISTURBANCE UROMINk-r- V BENTONITE ALONG WETLANDS TEMPORARY EQUIPMENT CROSSING I /, . WATTLE OR OTHER BARRIER TO BE REPLACED AT THE END OF EACH WORK DAY (TYP) EQUIPMENT MATS WITH SIDEBOARDS ON MAT. MAT TO BE UNDERLAY WITH GEOTEXTILE PLUG WETLAND CROSSING DURING CONSTRUCTION PLAN VIEW & C?lE D 8020 TOWER POINT DRIVE CHARLOTTE, NORTH CAROLINA 28277 (T) 704841 2588 (F) 704841 2567 //-DOUBLE ROW SILT FENCE I EASEMENT GAS - GAS tt SPOIL PILE PROPOSED TRENCH NOT TO SCALE PNG-UNE 0170 PEIDMONT NATURAL GAS WETLAND CROSSING DUAL GAS - GAS WATTLE OR OTHER BARRIER TO BE REPLACED AT THE END OF EACH WORK DAY (TYP) EQUIPMENT MATS WITH SIDEBOARDS ON MAT. MAT TO BE UNDERLAY WITH GEOTEXTILE PLUG WETLAND CROSSING DURING CONSTRUCTION PLAN VIEW & C?lE D 8020 TOWER POINT DRIVE CHARLOTTE, NORTH CAROLINA 28277 (T) 704841 2588 (F) 704841 2567 //-DOUBLE ROW SILT FENCE I EASEMENT GAS - GAS tt SPOIL PILE PROPOSED TRENCH NOT TO SCALE PNG-UNE 0170 PEIDMONT NATURAL GAS WETLAND CROSSING DUAL 1 I .A VIA C12 I f ) J Gt] d d c 0 m U Q N N O N CL m 2 (0 E 0 N M 0 N O Z N N L U (6 CL E Q A H C (0 m m (0 N N O O O O N O 'O 'O c c c C U >> > > > > > ° Q Q 0 0 o 0 N U U U U O Q O L o. L- O O O O V O II U O O O O T O e- M O O O O O O O O .y L 0 U N (A (wry O O V O N O T LO N (O tG V CL N O O N O O LO h V i I 1 0 —10 a acoi ~ o -Fu Q o 0 N c o F c O Fu c O m c o Q 0 c O m c O c � ' m c o m c 0 Q 0 c O c O O c O O C C C a C N C a C 'L C C too C C N C U O > N > N > N > O > O > N > _O N > O > N > (n N > N > > > > '8 < C O C O C O Q ,Q C O O C O Q C O p p C O C O f U c O C O L O C O U U U U a) U U = U U U U U O rL Q O a z` tm u t :O Q to w to Q Q 0) O w Q w Q cn u� O to rn U) a0 z z z} z>- z} z z y U a u m CL !t O (� O LO O O ti 00 m 0) 0 00 O m CO 0 (0 m f- m m � � CO 0 � N 00 00 00 LO 0 Cl) r 0) H C (p a C a C a C a C a C a C a C a C a C a C a C a C a C a C a C a C a C O C O 7 O 7 O 7 O 7 O 7 O 3 O O O 7 O 7 O D O O O 7 O 7 O O O � O C O 7 O 7 O m V ;= (Q O L 1 L N 0 L I L N 0 L 1 L m N L 1 L m N L 1 L m N L 1 L N 0 L I L N 0 L 1 L N 0 L I L m O L 1 L m N L 1 L m 0 L 1 L N N L 1 L m 0 L ` m 0 L 1 L is N VI (� N U1 L 1 L m N L 1 L m N _ (n }> >} O r Cl > > > > > > U a a a a a a a a a a a a a a a a a a 0 z � N d O 00 r N `� V Q r 0 UD 0 r M r M O N � N N N Q N M N � N t � 1� C O C O a1 O U O U O p L m c c > ym r N r N N O .0 'C O W w O N �' N co T LO L (O I- ti 00 00 W O co C V U M U a M Cn c N W O w M M I 1 • _A C i •.& Adam Long, PE Piedmont Natural Gas 4720 Piedmont Row Drive Charlotte, NC 28210 Project: PNG Line 170 Project Expiration of Acceptance: January 26, 2013 County: Iredell, Mecklenburg, Cabarrus The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be approved. You must also comply with all other state. federal or lnral anvernment nPrmitc �AR„i,; ,.,� ...► , .: _ " — U .11..,U.,,,, .,L /.w7 -,j : r+n Act to rromote the use of compensatory Miti ation Banks as amended by S.L. 2011 -343. This acceptance is valid fc.r six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certifieation/CAMA permit within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net. Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation are summarized in the following table. The amount of mitigation required for this impact is determined by permitting agencies. Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee Instrument dated July 28, 2010. Thank you for your interest in the NCEEP. if you have any questions or need additional information, please contact Kelly Williams at (919) 716 -1921. Sincerely, S ene�Kfimek Acting Director cc: Karen Higgins, NCDWQ Wetlands /401 Unit Steve Kichefski, USACE - Asheville Alan Johnson, NCDWQ - Mooresville Joey Lawler, agent File Pro" D" State North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699 -1652 / 919- 715 -0476 / www.nceep.net River Basin CU Location Stream (feet) Wetlands (acres) Buffer I (Sq. Ft.) Buffer II (Sq. Ft.) Cold ool Warm Riparian Non- Ri arian Coastal Marsh Impact Yadkin 03040105 0 0 F 0 0.25 0 0 0 0 Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee Instrument dated July 28, 2010. Thank you for your interest in the NCEEP. if you have any questions or need additional information, please contact Kelly Williams at (919) 716 -1921. Sincerely, S ene�Kfimek Acting Director cc: Karen Higgins, NCDWQ Wetlands /401 Unit Steve Kichefski, USACE - Asheville Alan Johnson, NCDWQ - Mooresville Joey Lawler, agent File Pro" D" State North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699 -1652 / 919- 715 -0476 / www.nceep.net