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HomeMy WebLinkAbout20171559 Ver 3_More Info Received_Response to RAI_20210927hdrinc.com September 27, 2021 North Carolina Department of Environmental Quality 217 West Jones Street Raleigh, NC 27603 ATTN: Ms. Sue Homewood SUBJECT: Individual Permit Application Comments Received on September 6, 2021 Greensboro Randolph Megasite and Associated Infrastructure Randolph County, North Carolina Ms. Homewood: The Greensboro -Randolph Megasite Foundation, Inc. (GRMF) is providing responses to comments received from the Division of Water Resources on September 6, 2021 for the individual permit application and supporting documentation for development of the proposed Greensboro -Randolph Megasite (the "Proposed Project" or "Project GRMS"), located in northern Randolph County, North Carolina. Below you will find the comment from DWR in bold followed by the GRMF's response in italics. 1. In accordance with 15A NCAC 02H .0503 your application was placed on public notice on August 17, 2021. The comment period will remain open until 5 pm on September 17, 2021. It may be necessary for the Division to request additional information at a later date in order to address any comments received during the public comment period. Noted 2. The Division is required to conduct an evaluation of avoidance and minimization as required under 15A NCAC 02H .0506(b). The summary of similarly sized auto manufacturing facilities throughout the southeast does not adequately address the specific proposal for an exact 1,000-acre or rectangular building pad that you have requested. In a response to a previous request from the US Army Corps of Engineers you noted that "Automotive manufacturing sites will have different acreage needs based on what they are producing and their storage capacity needs." and "Additional avoidance and minimization efforts will be addressed during final design of the project." Accordingly, please provide all additional information that supports the specific design and layout of the project necessary for an evaluation and assessment of avoidance and minimization pursuant to 15A NCAC 02H .0506(b)(1). 555 Fayetteville Street, Suites 900 & 210, Raleigh, NC 27601-3034 (919) 232-6600 DWR referred to a site plan that reflects a "final design." As DWR knows, since the inception of the project the permitting of the GRMS is being done in advance of identifying the end user. This aspect of the project is essential for this North Carolina project to be competitive nationally. Similar projects have been permitted. GRMS marketing continues. If the DWR concept of "final design" requires details that will be identified by the end user, it cannot be provided at this time. However, more information than has already been provided is unnecessary. A multilayer analysis was conducted on the GRMS site to evaluate several configurations of the pad and find the one that provides avoidance and minimization of impacts. This starts on Page 12, Section 4.3.3 Level 3 Analysis of the Supporting Documentation and Environmental Report. In addition, the GRMS Supporting Documentation and Environmental Report dated May 10, 2021 included Appendix H which was titled `Agency Coordination Following Public Notice." This Appendix discusses the requirement of a 1,000- acre pad as well as the site criteria that have been requested previously. This information states the size requirements including the rectangular shaped pad. On November 12, 2020 a letter to the USACE described the types of facilities that would be required for the OEM requirements which is also in Appendix H. In addition, on January 8, 2021 a site plan was provided that detailed where manufacturing facilities, parking, roadways, testing facilities, rail/rail yards, etc. would be located (page 283 of the supporting documentation pdf). More detailed information than already provided is not required to complete an impact avoidance and minimization analysis under 15A NCAC 2H .0506. We understand the issue of avoidance and minimization has already been correctly resolved by use of a condition to be included in the permit and/or certification. We also understand an impact avoidance and minimization analysis has been conducted by and will be finalized by the USACE under its regulations. There is no need for DWR to conduct an analysis under EMC regulations. In fact, by law, EMC regulations cannot produce a more restrictive analysis. NCGS § 150B-19.3(a). There is no point to DWR conducting a duplicative analysis. It is not unusual to issue certifications for projects for which there is uncertainty regarding impacts that is resolved by certification/permit conditions. For example, the North Carolina Court of Appeals upheld a certification despite uncertainty about whether the project would cause an outright water quality standard violation: "no one will know precisely whether or to what extent exceedances [sic] of the Standard will occur until construction of the dam and impoundment of the lake have been completed" .... Deep River Citizens' Coalition v. NCDENR, 165 N.C. App. 206, 213, 598 S.E.2d 565, 569 (2004). Unlike a reservoir project, the GRMS application does not require construction and completion of the project to resolve uncertainty. Any uncertainty about the site plan will be resolved before construction occurs. 3. Is any portion of the project (inclusive of utilities and other supporting infrastructure) on "public lands" or is any funding of the project a "significant expenditure of public moneys" as those terms are defined in the State Environmental Policy Act (SEPA)? [G.S. § 113A-9] A SEPA document is being prepared for the transportation component of the project and is currently underway. Please note that the Supporting Documentation and Environmental Report was developed to meet the 404(b)(1) guidelines. A SEPA document is not required for DWR issuance of the certification. The SEPA statute expressly specifies that no document is required for DWR to issue a certification. 4. The application indicates that there will be no co -applicants. You have submitted an Agent Authorization Form for the Greensboro Randolph Megasite Foundation ("GRMF"), the NC Railroad Company and Randolph County, however the impacts proposed include transportation improvements to NCDOT roadways, electric power upgrades by Duke Power and water and sewer lines provided by the City of Greensboro. Please clarify whether all impacts requested in the 401 Individual Certification are to be authorized to the GRMF and if so, please provide Agent Authorization Forms for all entities and please confirm that these entities. Please note that if the 401 is to be issued only to the GRMF then it will be responsible for compliance with all conditions of that 401 including conditions related to construction compliance, mitigation requirements, post construction stormwater requirements, and any other potential long term requirements that may be applicable beyond the construction period of the project. Noted. Agent authorizations forms for Duke, City of Greensboro, and NCDOT were inadvertently left out of the submittal. The NCDOT and City of Greensboro agent authorization forms are attached. The Duke form will be provided soon. 5. The onsite avoidance and minimization analysis (on -site alternatives analysis) indicates that there is a preference to avoid impacts to Dodsons Lake. Please provide a more detailed explanation of why it is preferable to select an alternative with less impacts to Dodsons Lake and greater impacts to streams. Please review Section 4.3.3 of the Supporting Documentation and Environmental Report. In that section you will note the preferred alternative impacts 36,774 If of stream which is the second lowest amount of stream impact of the options. The lowest stream impact option, Option 3, has less stream impact; however, it impacts over 1.5 acres more of wetlands and nearly 15 acres more of open watch which includes Dodsons Lake. Also, note that Option 3 does not include the rail siding impacts and the stream/wetland/open water impacts would be increased due to those impacts. Option 1 (preferred) was selected due to having similar or less impacts to jurisdictional resources. 6. Pursuant to 15A NCAC 02H.0506(b) a 401 Water Quality Certification may only be issued upon determining that existing uses are not removed or degraded by a discharge to classified surface waters. Based on the information provided in the application the Division has the following concerns: a. Along the northern boundary of the project site (plan sheets 01X-05 —01X- 07) small segments of streams will be indirectly affected by becoming disconnected, and essentially isolated, from all other natural features. These small disconnected features are unlikely to continue to provide the same hydrologic and biological function and therefore should be counted as indirect "loss of water". Please revise the application, plan sheets, and impact tables accordingly. The resources on those plan sheets are headwater reaches that have minimal biological or hydrologic function according to the stream classifications as intermittent channels and the SAM form scores which show their quality as low (see attached). These resources will provide the same benefit to downstream water quality as they currently serve. b. All surface flow from the project is proposed to be rerouted through multiple stormwater wet detention basins. In order to review possible secondary impacts to downstream hydrology, please provide plans that clearly show the outlet location from each stormwater control measure. Please note that the rerouting of any drainage area and surface flow has the potential to remove existing hydrology from features adjacent to this project and therefore remove existing uses of the stream channels or wetlands. Upon further review of the information provided in response to this Item, the Division may require a more thorough analysis and/or more information for particular portions of this project. The conceptual stormwater plan considers the drainage areas on the site and the stormwater ponds/outlets are situated to maintain hydrology to the streams down gradient of the pad. In addition, the groundwater for the main streams is intended to have an underdrain system which should ensure the stream maintain hydrology very similar to existing conditions. See the attached stormwater concept mapping for additional detail. 7. Given the significant potential for downstream water quality impacts from the significant size and impacts of this proposed project, a conceptual stormwater management plan will not be sufficient for the Division to certify that there will be no violations of downstream water quality standards. Please provide a full design/complete Stormwater Management Plan for the 1000-acre building site and any interior transportation infrastructure that will not be part of the NCDOT transportation plans. See note the previous answer and the Conceptual Overall Site Plan, sheet 01X-01, for the current concept design. The development will increase the storm water runoff to the downstream systems. It is anticipated that 400-450 acre/ft of detention volume storage will be required for this development to meet current local and State of North Carolina DEQ requirements. A storm drainage system will be developed onsite to discharge into detention ponds A, B and C, depicted on sheet SW-01. Outlets from the ponds will be designed to mimic the pre - developed flows into each downstream drainage system. Upstream of the site, any existing channel flow will be captured and conveyed through the site to discharge back into the downstream channels that water would naturally flow to before development. See Sheet SW-01 for these conceptual storm sewers. This development will require filling in several streams on the property. Stream beds that are impacted by the fill will be replaced with an underdrain system to allow ground water to flow in its natural channel under the site until it discharges into the existing downstream systems. This is depicted on sheet SW-02. 8. For the NCDOT transportation infrastructure improvement plans, please provide a conceptual stormwater management plan. Once the NCDOT roadway plans have been finalized the stormwater plan will also be finalized. The plan will follow NCDOT's typical process for development of the Stormwater Plan. The NCDOT Stormwater Management Plan Version 3.00 will summarize general project information and stormwater pollution source control and treatment measures proposed for the transportation portion of the project. 9. Please provide an updated acceptance letter from the Division of Mitigation Services. This was provided in the files transmitted on July 7, 2021. It has also been attached. 10. In order to sufficiently address public concerns regarding impacts to adjacent drinking water wells please provide a residential well sampling and complaint resolution plan. Please refer to Appendix H of the Supporting Documentation where this comment was addressed for the USACE. The City of Greensboro will provide water and sewer service to the GRMS site and has stated the City will allow private landowners to obtain water service should issues occur to their drinking water wells as a result of the activities at the GRMS. The private landowners will need to contact the City of Greensboro Engineering Manager if there are concerns. The Applicant looks forward to working with the DWR on completing the permitting process and issuance of a 401 Water Quality Certification for the GRMS project. Please call me at 919-232-6637 or email at vickie.miller@hdrinc.com if you need additional information or clarification on any of the information provided. Sincerely, HDR Engineering Inc. of the Carolinas Vickie Miller, AICP, PWS Senior Environmental Planner Attachments: Attachment A — Agent Authorization Forms Attachment B — Conceptual Stormwater Plans Attachment C — DMS Acceptance Letter cc: Jim Melvin, Greensboro Randolph Megasite Foundation William G. Ross, Brooks Pierce V. Randall Tinsley, Brooks Pierce Wendee Smith, S2 Consulting Attachment A AGENT AUTHORIZATION FORM I, Michael Borchers, representing the City of Greensboro, hereby certify that I have authorized Vickie Miller, representing HDR Engineering, Inc. of the Carolinas, to act on my behalf in the processing, issuance, and acceptance of the verification of jurisdictional waters of the U.S. and Section 404/401 permitting associated with infrastructure for the Greensboro Randolph Megasite, located in Randolph County, North Carolina. Owner's Contact Information: Michael Borchers, Water Resources Director City of Greensboro Owner's Address: PO Box 3136 Greensboro, NC 27402-3136 Telephone Number: 336-373-2494 Email address: michael.borchers@greensboro-nc.gov Owner's signature September 27, 2021 Date Agent's Contact Information: Vickie Miller, AICP, PWS HDR Engineering Inc. of the Carolinas Agent's Address: 555 Fayetteville Street, Suite 900 Raleigh, NC 27601 Telephone Number: 919-232-6600 Email address: Vickie.miller@hdrinc.com AGENT AUTHORIZATION FORM I, Patrick Norman, representing the North Carolina Department of Transportation, hereby certify that I have authorized Vickie Miller, representing HDR Engineering, Inc. of the Carolinas, to act on my behalf in the processing, issuance, and acceptance of the verification of jurisdictional waters of the U.S. and Section 404/401 permitting associated with infrastructure for the Greensboro Randolph Megasite, located in Randolph County, North Carolina. Owner's Contact Information: Patrick Norman, Division Engineer North Carolina Department of Transportation, Division 8 Owner's Address: 121 DOT Drive Carthage, NC 28327 Telephone Number. Email address: 910-773-8003 pnorman@ncdot.gov Owner's signature Date Agent's Contact Information: Vickie Miller, AICP, PWS HDR Engineering Inc. of the Carolinas Agent's Address: 555 Fayetteville Street, Suite 900 Raleigh, NC 27601 Telephone Number. 919-232-6600 Email address: Vickie.miller@hdrinc.com Attachment B 1 US HWY 421 INTERCHANG C:\pwworking\east0l\d0394127\01X-01.dwg, Overall Site Plan, 9/22/2021 9:54:31 PM, MMESSING 2 OLD 421 RD FACILITIES SAN SEWER FORCE MAI HDR Engineering Inc. of the Carolinas 440 S. Church Street, Suite 1000 Charlotte, NC 28202 704.338.6700 N.C.B.E.L.S. License Number: F-0116 • ♦• SIT' e TRANCE WATER MAIN 3 OHE • AIL SPUR INTO SITE 1,000 ACRE PAD BOUNDARY GRADING LIMITS 1._ US HWY 421 INTERCHANGE MATCHLINE — SEE INSET THIS SHEET 4 _ ` l RAIL YARD PARKING SITE ENTRANCE DODSONS LAKE MID • 1 ■ ■ ■ MANUFACTURING FACILITY ■ ■ 1 5 6 00 KV TRANSMISSION MAIN REROUTE OHE • • PERIMETER ROAD MANUFACTURING FACILITY PARKING PROJECT MANAGER VICKIE M. MILLER, AICP, PWS PROJECT PRINCIPAL PAUL MEEHAN, PE PROJECT ENGINEER DAVID BAKER, PE DESIGN ENGINEER DRAWN BY CHECKED BY ISSUE DATE DESCRIPTION PROJECT NUMBER 10068163 PARKING PARKING PARKING MANUFACTURING FACILITY STORM BMP ° �- 1 • GREENSBORO RANDOLPH MEGASITE PROPERTY BOUNDARY SRO 42 -73 -G L ,♦ �\\ ♦ \\ /I( I ,NESTING iA ILITY II • ♦ • TESTING TRACK 1 AIL YARD — OHE� AIL LOGISTICS RADING LIMITS ♦ • • *j GREENSBORO RANDOLPH MEGASITE FOUNDATION GREENSBORO RANDOLPH MEGASITE RANDOLPH COUNTY, NORTH CAROLINA N 0 7 600 0 8 GRAPHIC SCALE 300 600 1200 2400 ( IN FEET ) 1 INCH = 600 FT. MATCHLINE — OVERALL SITE PLAN THIS SHEET INSET GREENSBORO-RANDOLPH MEGA SITE CONCEPTUAL OVERALL SITE PLAN WITH DRAINAGE AREAS SHOWN 600' 1200' FILENAME SCALE 01 X-01.dwg 1" = 600' SHEET 01 X-01 C:\pwworking\east0l\d0394127\01C-BG09-01.dwg, SW-01, 9/23/2021 10:58:30 AM, MMESSING STORM SEWER FOR OFFSITE WATER OLD 421 Mil r CONVEYED THROUGH THE SITE (SR 1006) -, -•_1 .■li Z_—i■__ `ai�,�.■aim f \\`il r 1 `I STM SE OUTLET (v�� N4uh), » POND OUTLET \1\- )) /(///�llllI! � J / POND B DRAINAGE AREA: 328.3 ac PI ,/ ()Ai • POND OUTLET ,� *VA POND OUTLET] F)1 STM SE %� lt, OUTLET/iJiIN) HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh, NC 27601 919.232.6600 \�\�` / r err— 1 /rs\ �, - „i\tl,/1',///-Ili • • _)/ Ilt " 0 STORM SEWER FOR OFFSITE WATER �,�/ 111 \ CONVEYED THROUGH THE SITE \\\ /(��-:�\�vi -i •\�= _ � �%%J 11 / // ^)-1,,:::)); \� `''"/��\\/ J/'' Jai I / II(t-2.----)-71,.--.1-1,::),//111-----‘-::::-----)yif,\\gym l r)\,��-1"7/��l�� l l(ll'�'\/( ���\� � -: >>% I ////)p/ l (I `\` �J/ �-J-1%= i;,ti�) )J/( _J)iLii,‘_.li,e 1 1 = J( . i� ;7/1/,\,)c\v7)-Jc-____,_, /1 �/III) >)1J�. � v� / i�r= r Brimams S�``l<il' III\ ,`! 11)111j: /�11, ; '-ikk SANDY CREEK TR' I l\1't<�- `/i' (�J �- J l J J N.C.B.E.L.S. License Number: F-0116 ) GREENSBORO—RANDOLPH MEGA SITE STORMWATER MANAGEMENT PLAN DATE SHEET 11/21/2017 SW-01 C:\pwworking\east0l\d0394127\01C-BG09-01.dwg, SW-02, 9/22/2021 9:42:42 PM, MMESSING �r c l i 1 l \ �=- ////S �� \ 1..=�1)jJ)ll tll k\ZVI)\\41\l\ l[t1 iL . POND A DRAINAGE AREA: 214.0 ac _ =l I (/�ill(��i// `���� J= = )1 l l I I Ill� (I / POND B DRAINAGE AREA: 328.3 ac POND C DRAINAGE AREA: 874.2 ac -UNDERDRAIN INSTALLED IN FILLED STREAM BED FOR GROUND WATER RELIEF, TYP. )l/// )1A111�� � ) f ^� \\. / // / / l A-(`� Jl/I • POND B • IL =. ear / e/(IN�(S(S; 4 , UNDERDRAI �I OUTLET �jJIII( ( r ry nnrorl—J u, HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh, NC 27601 919.232.6600 N.C.B.E.L.S. License Number: F-0116 r (.�(; _ r:- j('\)1‘;i://711:41)c-;:::::::(1\(11/til =J/ J` —__,07,_:',,t_s — / 0E-37;2-- X-<-/1.,' I IT- % -Th_i,\\Iii. j!I(Ic \� j� l(l(is:5cA7 :1‘/ 1 -' - \ ___,1 4' ii'',/!_'_:<:_z__—\ --.- .,---',---:____,=,--=,,___)A,..)))!_...,\17--lifffil:::::', / --)---, 1//�l c<<( 1 JJ1�(I"/) 4 ''.7\\\C\\:14/11r(r(7)1:---N:j /f' >II r13 —'—("-7.—P4j)/)1 I 1 /» I� ��l\I(�l(�//���))1`�)j( ),M2 )))j) f ///////`/!/(1\\<JJ<-r��� -\4 j \;i1.,r' f/z1 w �\�J�� '\LJ //))D(JI(� \ r:ht m\ II , 1)I \ ale �\ /J _ (��: e ) �e�RI In 741 nlrun �z�!III! r� GREENSBORO—RANDOLPH MEGA SITE STORMWATER MANAGEMENT PLAN DATE SHEET 11/21/2017 SW-02 Attachment C ROY COOPER Governor JOHN NICHOLSON Interim Secretary TIM BAUMGARTNER Director Jim Melvin Greensboro Randolph Megasite Foundation 324 W. Wendover Ave., Suite 207 Greensboro, NC 27408 NORTH CAROLINA Environmental quality June 18, 2021 Expiration of Acceptance: 12/18/2021 Project: Greensboro Randolph Megasite County: Randolph The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) 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 DMS in -lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for 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 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS 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 by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. River Basin Impact Location (8-digit HUC) Impact Type Impact Quantity Cape Fear 03030003* Warm Stream 42,398 Cape Fear 03030003* Riparian Wetland 9.25 Cape Fear 03030002* Warm Stream 38 *DMS proposes to provide the required mitigation credits for the above -referenced impacts in the Cape Fear 03030002 and 03030003 HUCs. Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly.Williams@ncdenr.gov. cc: Vickie Miller, agent £ D_E NORTH CAROLINA Department of Environmental Oualtt-Ns Joe.° Sincerely, • 4.7yk_,,o FOR James. B Stanfill Asset Management Supervisor North Carolina Department of Environmental Quality I Division of Mitigation Services 217 West Jones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652 919.707.8976