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HomeMy WebLinkAbout20200060 Ver 1_Request for Update_20210810 Sent Via Email August 10, 2021 US Army Corps of Engineers Wilmington District Wilmington Regulatory Field Office 69 Darlington Avenue Wilmington, North Carolina 28403 North Carolina Department of Environmental Quality Division of Water Resources Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, North Carolina 28405 Attn: Mr. Gary Beecher & Mr. Robb Mairs Re: Request for Response SAW-2006-00669 DWR #2020-0060 Proposed Lowe’s Development Gateway Boulevard & Ocean Gate Plaza Leland, Brunswick County, North Carolina H&H Job No. FAK-123 Dear Gary & Robb: On behalf of Lowe’s Home Centers, Inc. (Lowe’s), Hart & Hickman, PC (H&H) is submitting the following and attached information for a response to an update to the verification to use Nationwide Permit (NWP) #39 issued on March 5, 2020 (SAW-2006-00669) and corresponding 401 Water Quality Certification (WQC) approval (DWR #2020-0060) issued on March 5, 2020 for the proposed development of a Lowe’s retail store. The proposed Lowe’s is located on approximately 13.15 acres represented by portions of Brunswick County Parcel ID Numbers 0470005201 and 047EA001, which are southeast of the intersection of Gateway Boulevard and Ocean Gate Plaza in the northwest quadrant of the Leland Town Center development in Leland, Brunswick County, North Carolina (Site or subject Site; see Figure 1). Mr. Gary Beecher Mr. Robb Mairs August 10, 2021 Page 2 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Freeland Kauffman - FAK/FAK-123 Leland ESA and Wetlands/Wetlands/Permit Letter/Cover Letter - Copy.doc On July 22, 2019, Mr. Beecher of the US Army Corps of Engineers (Corps) also issued verification to use NWP #18 for the Leland Town Center project for the construction of a stormwater ditch and a stormwater management area. The verification allowed for the impact of approximately 0.03 acre of wetlands and 0.056 acre of jurisdictional open water ditch on the overall development area. The permit also indicates that a Preliminary Jurisdictional Determination (PJD) was issued by Ms. Sarah Hair of the Corps on July 27, 2017 and that the PJD does not have an expiration date. In an email chain between Mr. Beecher and Ms. Dana Lutheran of Southern Environmental Group Inc. (SEGI) dated February 24 and 25, 2020, it was determined that the 0.03 acre of wetland impact permitted under the NWP #18 described above was a spoil pile that was inadvertently listed as an impact in the previous permit application and that the 0.03 acre of wetland impact (i.e., spoil pile) would not be counted as an impact in the cumulative impact total for the project. On March 5, 2020, Mr. Beecher issued verification to use NWP #39 for the Leland Town Center project for the development of 13 multi-family buildings and 15 multi-tenant commercial buildings. The verification allows for the impact of approximately 0.07 acre of wetlands and 0.36 acre of jurisdictional open water ditch on the overall development area. Additionally, a corresponding 401 WQC approval was issued by Mr. Mairs of the North Carolina Department of Environmental Quality Division of Water Resources (DEQ DWR) for the same impacts associated with the development on March 5, 2020. The total cumulative impact permitted by both permits (NWP #18 and NWP #39) for the project is approximately 0.486 acre, when accounting for the deduction of the 0.03-acre wetland impact noted above. Since the issuance of the NWP #39 verification and 401 WQC approval in March 2020, Lowe’s has begun planning activities for the construction of a new Lowe’s store in the northwest quadrant of the overall development area as described above. Although the proposed Lowe’s development is not included in the previous site plan provided for the NWP #39 verification and 401 WQC approval, the permitted impacts remain unchanged for the Lowe’s development. Specifically, the Lowe’s development will impact Wetland Pocket A, and sections of RPW C2 and RPW F1 as described on the Mr. Gary Beecher Mr. Robb Mairs August 10, 2021 Page 3 https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/Freeland Kauffman - FAK/FAK-123 Leland ESA and Wetlands/Wetlands/Permit Letter/Cover Letter - Copy.doc site plan prepared by Paramounte Engineering Inc. provided with the previous permit application. The proposed Lowe’s development does not propose new impacts to wetlands or changes to wetland impacts already permitted. H&H is seeking approval to continue to use the Nationwide Permit #39 verification and 401 WQC approval both dated March 5, 2020 for the proposed Lowe’s development. Should you have questions or require additional information, please feel free to contact Danielle Clark at 518-598-2862. Sincerely, Hart and Hickman, PC Matt Bramblett, PE Danielle Clark, PWS Principal Sr. Project Environmental Scientist Attachments • Figure 1 – Site Location Map • Preliminary Site Plan prepared by Freeland & Kauffman Inc. dated February 24, 2021 • NWP #18 Verification dated July 22, 2019 • PJD dated July 27, 2017 • Email Chain dated February 24 and 25, 2020 • NWP #39 Verification dated March 5, 2020 • 401 WQC Approval dated March 5, 2020 cc: Mr. Andrew Polonus, Lowe’s (via email) Mr. Todd Simmons, PE, Freeland & Kauffman Inc. (via email) Copyright:© 2013 National Geographic Society, i-cubed SITE LOCATION MAP PROPOSED DEVELOPMENT OCEAN GATE PLAZE & GATEWAY BOULEVARD LELAND, NORTH CAROLINA DATE: 5-20-21 JOB NO: FAK-123 REVISION NO: 0 FIGURE NO: 1 2923 South Tryon Street - Suite 100 Charlotte, North Carolina 28203 704-586-0007 (p) 704-586-0373 (f) License # C-1269 / # C-245 Geology TITLE PROJECT 0 2,000 4,000 SCALE IN FEET SITE Path: S:\AAA-Master Projects\Freeland Kauffman - FAK\FAK-123 Leland ESA and Wetlands\Wetlands\Figures\Figure-1_ArcMap_.mxdN U.S.G.S. QUADRANGLE MAP WINNABOW, NORTH CAROLINA 2013 QUADRANGLE 7.5 MINUTE SERIES (TOPOGRAPHIC) B R E S T A U R A N T 3 ,2 0 0 S .F .C R E S T A U R A N T 3 ,2 0 0 S .F .D U N K IN D O N U T S 46PARKINGTOTALx P A R K IN G T O T A L 1 1 4 P A R K IN G T O T A L P A T IO 150'200'QSR2090SFASHOPS6,000S.F.R E S T A U R A N T P A T IO 1 1 0 P A R K IN G T O T A L M U L T I-R E T A IL 7 6 0 0 S F G A T E W A Y B L V D . 6 0 'R I G H T O F W A Y 2 0 'S E T B A C K 2 5 'B U F F E R Y A R D 1 0 'B U F F E R Y A R D 2 5 'S E T B A C K COVERED AREA SHADE STRUCTURES TRUCKWELL STAGING STORAGE RECEIVING285.33'36.67' 2 .5 '1 0 5 'T O F E N C E 3 9 6 .6 7 'C A R T C O R R A L (T Y P .)2 4 'VAN914 6 1 2 1 3 1 0 1 4 1 3 66 9 1 5 3 0 '51' F R O N T F IE L D S P A C E S :3 3 0 GCSPACES:462 4 '5 'S ID E W A L K 2 4 '3 0 '2 4 -1 0 'W ID E C O N T R A C T O R S P A C E S HE A V Y D U T Y A S P HA L T H E A V Y D U T Y A S P H A L T 1 9 1 5 1 314 1 415 1 415 94K DEEP SALES AREA 2 5 'S E T B A C K FFE:27.0± B O P IU S S P A C E S 36 67 6634 110'T R U C K T U R N A R O U N D VAN24'HEAVYDUTYCONCRETE3 0 ' 2 4 '2 4 '2 4 '2 4 '2 4 '2 4 '2 4 '2 4 '24' 9 'x 1 8 'S P A C E S (T Y P .)HEAVYDUTYASPHALTANTICIPATED WATER TANK FOR FIRE PROTECTION EL:27.0' 9 H E A V Y D U T Y A S P H A L T 7 .5 ' S E T B A C K 7.5' SETBACK 3 0 'LOADINGZONELOADINGZONELOADINGZONETOOL RENTAL 1 5 1 4 1 0 'B U F F E R Y A R D 2 4 OCEANGATEPLAZA100'RIGHTOFWAYEL:±25.0' FULL ACCESS DRIVE FULL ACCESS DRIVE EL:±25.0' EL:27.0' EL:24.0' TOTAL LOWE'S TRACT ±13.15 AC. FULL ACCESS DRIVE FULL ACCESS DRIVE FULL ACCESS DRIVE 950'±TO U.S. HWY.17 5 'S ID E W A L K 5 'S ID E W A L K 10'BUFFER10'BUFFER2 4 '3 6 ' 3 0 ' 3 0 'E X IS T IN G PROPOSED RESIDENTIAL (BY OTHERS) EXISTING WAL-MART SHOPPING CENTER PROPOSED COMMERCIAL (BY OTHERS) PROPOSED SHARED ACCESS DRIVE (BY OTHERS) PROPOSED COMMERCIAL (BY OTHERS) LOADING SPACE FOR APPLIANCES &PALLET RECYCLING STORAGE UNITS EXISTING ROUND-ABOUT US HIGHWAY 17 (53,000 ADT/2019) EXISTING ROUND-ABOUT OCEAN GATE PLAZA WEST GATE DRIVE TRADEWAY DRIVE PLOOF ROAD U-TURN B R ES T A U R A N T 3 ,2 0 0 S .F .C R E S T A U R A N T 3 ,2 0 0 S .F .ALDID U N K IN D O N U T S 46PARKINGTOTALx P A R K IN G TO T A L H O T E L 1 0 ,0 3 0 S F 99PARKINGTOTAL1 14 P AR KI N G T O T A L P AT IO 150'2 0 0'QSR2 0 9 0 SF ASHOPS6,000S.F.R E S T A U R A N T 6 ,0 0 0 S F P AT IO 1 1 0 P A R K IN G T O T A LCHICK- F IL -A4 8 4 3 SF S TA R B U C K S -R E T A IL 9 4 5 0 S F RETAIL4060SFM U L T I-RE T AI L 7 60 0 S F 1 1 9 P A R K ING T O T A L P AT IO R E S T A U R A N T 5 ,0 0 0 S F A LD I NC ,L LC D B 3 8 8 0 P G 9 1 0 M C 1 0 0 P G 7 0 Z O N E D :L E -C -2 2 85. 3 3' 3 6. 6 7' 2 .5 '1 0 5 'T O F E N C E 3 9 6 .6 7 '914 6 1 2 1 3 1 0 1 4 1 3 66 9 1 5 1 9 1 5 1 314 1 415 1 415 94K DEEP FFE:27.0± 36 67 6634 9 3 0'1 5 1 4 2 4 FULL ACCESS DRIVE FULL ACCESS DRIVE GATEWAY BLVD. FULL ACCESS DRIVE FULL ACCESS DRIVE FULL ACCESS DRIVE E X IS T IN G SHARED STORM WATER F ACILITY 26.0± 26.0± EXISTING WAL-MART SHOPPING CENTER 25.0± 3. 4. 5. 7.Site Development Concerns: A) A variance from the Town of Leland will be required for not providing a separate employee parking area. B) Further investigation is required to confirm the need for a water tank.RLOWE'S HOME CENTERS, INC. 1000 LOWES BLVD. MOORESVILLE, NC 28117 336.658.4000 (V) 336.658.3257 (F)PROJECT No:DRAWN BY: CHECKED BY: DRAWING NUMBER:PRELIMINARY SITE PLAN REC CRDBTS60 1200 SCALE 1" = 60' 1.Zoning: The site is zoned C2 (Commercial Business District - Regional Business) & is in the U.S. Hwy. 17 Overlay District within the Town of Leland, NC. The site will not require rezoning. All display items essential to a retail establishment that are permitted in C-2 zoning are allowed in open storage. Site Development will negotiate allowable outdoor sales, storage, & display. The Town Ordinance requires commercial retail containing more than 60,000 sf to provide a separate employee parking area. Access / Traffic: The site will be accessed by two (2) full access entrances to Ocean Gate Plaza, two (2) full access entrance to the private road east of the site and one (1) full access entrance to Gateway Blvd. The intersection of U.S. Hwy. 17 and Ocean Gate Plaza is currently Superstreet signalized. 2. Stormwater: This plan assumes stormwater management for Lowe's will be provided in a regional off-site shared stormwater facility. Wetlands: A wetland investigation has not yet been performed. A wetlands investigation will be completed to verify any existence during due diligence. Building Modifications: Architectural upgrades are anticipated. Site development will negotiate upgrades with municipality. Development Agreements: TBD GREGORY RD NEBACKHOERDNE WATERFORDWA Y O C E A N G A T E P L A Z A W GATE DR WGATEDR P L OOF R D S A N D PEBBLEPL OOFRDEXT.OL D EWA T E RF ORDWALMART OVERALL MAP 1"=400' ±13.15 AC ±13.15 AC PROJECT LOCATION U SHW Y17N 34.1236 W 78.0111 6.TRAVIS SPICERRICHARD GOODMANVICE PRESIDENTDIRECTOR - CONSTRUCTION & DEVELOPMENTJEFF GELLERMANDIRECTOR REAL ESTATE THIS DRAWING IS THE PROPERTY OF LOWE'S HOME CENTERS, LLC. ANY USE OR REPRODUCTION IN WHOLE OR PART IS PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LOWE'S HOME CENTERS, LLC. COPYRIGHT 2013 ALL RIGHTS RESERVED LOWE'S OF:LELANDLELAND, NC94K DEEP - RH U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2006-00669 County: Brunswick County U.S.G.S. Quad: Winnabow GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Palmer Williams Leland Town Center LLC Address: 2709 Thorngrove Court Suite Fayetteville NC, 28303 Telephone Number: (910) 864-1125 E-mail Address:pwilliams@c-sprop.com Size (acres) Project size (6.55 acres) Nearest Town Leland, NC Nearest Waterway Jackeys Creek River Basin Cape Fear USGS HUC 03030005 Coordinates Latitude: 34.20950 Longitude: -78.01370 Location description: This project is located at 1241 West Gate Drive (Ploof Road Extension) in the town of Leland, Brunswick County, NC. (Parcel ID 040005202). Description of projects area and activity: A Nation Wide Permit 18 will be used to excavate and impact 1370 SQ FT (0.03 acres) of Wetlands and 2461 SQ FT (0.056 acres) of Jurisdictional Open Water Ditch. Applicable Law: Section 404 (Clean Water Act, 33 USC 1344) Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number and/or Nationwide Permit Number: 18 (Minor Discharges) SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted application and attached information dated July 22, 2019. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general permit’s expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC (910) 796-7215. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Gary H. Beecher at (910) 251-4694 or Gary.H.Beecher@usace.army.mil. SAW-2006-00669 Corps Regulatory Official: Date: July 22, 2019 Expiration Date of Verification: NWP expires on March 18, 2022 A. Determination of Jurisdiction: I. ® 'There are waters, including wetlands, on the above described proicct area that may be sAbiect to Section 404 of the Clean Water Act (CWA) (33 USC $ 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC 5 4031 This reliminaty determination is not an appealable action i nd r the i egiiatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However. you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an approved. ID. the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States. 2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act (Ri'IA) (33 USC $ 403) and Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. 3. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. 4. El A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you may request an approved JD, which is an appealable action, by contacting the Corps for further instruction. 5. [] The aquatic resources within the above described project area have been identified under a previous action. Please reference the approved jurisdictional determination issued . Action ID: SAW- B. Basis For Jurisdictional Determination: A site visit was conducted by Sarah Hair (USACE) on July 12, 2017. Protect Waters of the US were verified during this site visit. A PJI] was produced and signed by Ms. Bair on July 27, 2017. C. Remarks: D. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above). If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 10M 15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 SAW-2006-00669 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by September 19, 2019. It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. Corps Regulatory Official: ______________________________________________________ Gary H. Beecher Date of JD: July 22, 2019 Expiration Date of JD: PJD does not expire The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0. Copy furnished via e-mail to: Dana Lutheran Southern Environmental Group, Inc. (SEGI) 5315 South College Road, Suite E Wilmington NC, 28412 (910) 452-2711 dluthern@segi.us SAW-2006-00669 SPECIAL CONDITIONS 1.401 Water Quality Certification: If a 401 Water Quality Certification from the North Carolina Division of Water Resources is required, then the permittee shall provide the Corps with a copy of the required certification or waiver of certification from the state prior to proceeding with the work in waters of the U.S. The permittee shall comply with all conditions of the state certification. 2.Erosion Control: The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). 3.Work Limits: All work authorized by this permit shall be performed in strict compliance with the attached permit plans, which are a part of this permit. The Permittee shall ensure that the construction design plans for this project do not deviate from the permit plans attached to this authorization. Any modification to the attached permit plans must be approved by the U.S. Army Corps of Engineers (Corps) prior to any active construction in waters or wetlands. Action ID Number: SAW-2006-00669 County: Brunswick County Permittee: Palmer Williams Leland Town Center LLC Project Name: Leland Town Center Date Verification Issued: July 22, 2019 Project Manager: Gary Beecher Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Gary Beecher Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. _______________________________________ ______________________ Signature of Permittee Date NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Leland Town Center LLC Palmer Williams File Number: SAW-2006-00669 Date: July 22, 2019 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx or Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. •ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. •OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit •ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. •APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. •ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. •APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the appeal process you may contact: District Engineer, Wilmington Regulatory Division, Attn: Gary Beecher 69 Darlington Avenue Wilmington, North Carolina 28403 If you only have questions regarding the appeal process you may also contact: Mr. Jason Steele, Administrative Appeal Review Officer CESAD-PDO U.S. Army Corps of Engineers, South Atlantic Division 60 Forsyth Street, Room 10M15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. ________________________________________ Signature of appellant or agent. Date: Telephone number: For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Jordan Jessop, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 PLOOF ROAD SE (SR 1566) (VARIABLE PUBLIC ROW)CMFIRFIRFIPFALDI NC, LLCDB 3880 PG 910MC 100 PG 70ZONED: LE-C-2XXXXTVTVTVTVTVTVTVTRTRTRTRTR TRTRTTTTTTOCEAN GATE PLAZA100' RIGHT OF WAYO C E A N G A T E P L A Z A 60' R I GH T O F W A Y TRPIN: 219719507183HIBACHI BISTRO LLCDB 3865, PG 573PB 99 PG 12ZONED: CO-CLDPIN: 219719507183LIDL US OPERATIONS LLCDB 3865, PG 573PB 106 PG 70ZONED: CO-CLDPIN: 219607594984WRS CENTERS I LLCDB 3490, PG 340PB 35 PG 36ZONED: LE-C-2PIN: 219607596763MURPHY OIL USA INCDB 2715, PG 318PB 32 PG 514ZONED: LE-C-2PIN: 219607596484WRS CENTERS I LCCDB 3490, PG 334PB 32 PG 514ZONED: LE-C-2PIN: 219607583996WALMART REAL ESTATE BUSINESS TRUSTDB 2186, PG 14PB 32 PG 514ZONED: LE-C-2PIN: 219607694274LELAND TOWN CENTER LLCDB 4169, PG 156PB 35 PG 376ZONE: LE-C-225' DRAINAGE EASEMENTCAB. W, PG. 36525. 0 '30' UTILITY EASEMENTCAB. 35, PG. 497D.B. 2242, PG. 133030.0'30.0'30' UTILITY EASEMENTCAB. 35, PG. 497NO DEED REFERENCEEND OF 30' UTILITYEASEMENT IND.B. 2242, PG. 1330NEW POINTE BLVD.50' R/WSIDEWALKSIDEWALKSIDEWALKSIDEWALKSIDEWALKGAS STATIONDRIVEFOFOFOFO FOFO FOUEUEUEUEGGGGGUEUEXTRTRTRTRTRTR TR TR TR TR TR TR TR TRTRTRTRTVTVTVTVTVTVTVTVTVDRAINAGE ESMT.MB 49 PG 70WEST GATE DRIVE70' RIGHT OF WAYTRADEWAY DRIVE 80' RIGHT OF WAY TRTRTRGATEWAY BLVD.60' RIGHT OF WAYSIDEWALKSIDEWALKSIDE W A L K SID E W A L KSIDEWALK PIN: 219719607242LELAND TOWN CENTER, LLC.D.B. 4169, PG. 161CAB. 56, PG. 38PIN: 219719607242ZONE: LE-C-2LELAND TOWN CENTER, LLC.D.B. 4169, PG. 161CAB. 56, PG 38PARCEL ID: 047EA001PIN: 219719607242ZONE: LE-C-260' ACCESS & UTILITYEASEMENTMB 24, PG 16760.0'60' ACCESS & UTILITYEASEMENTMB 24, PG 16760 . 0 'LELAND TOWN CENTER, LLC.D.B. 4169, PG. 161CAB. 56, PG 38PARCEL ID: 047EA001PIN: 219719607242ZONE: LE-C-2LELAND TOWN CENTER, LLC.D.B. 4169, PG. 161CAB. 56, PG 38PARCEL ID: 047EA001PIN: 219719607242ZONE: LE-C-2LELAND TOWN CENTER, LLC.D.B. 4169, PG. 161CAB. 56, PG 38PARCEL ID: 047EA001PIN: 219719607242ZONE: LE-C-2LELAND TOWN CENTER, LLC.D.B. 4169, PG. 161CAB. 56, PG 38PARCEL ID: 047EA001PIN: 219719607242ZONE: LE-C-2PIN: 219607791157LELAND TOWN CENTER LLCDB 4169, PG 161PB 49 PG 70ZONED: LE-C-2PIN: 219607791157LELAND TOWN CENTER LLCDB 4169, PG 161PB 49 PG 70ZONED: LE-C-2PIN: 219607694274LELAND TOWN CENTER LLCDB 4169, PG 156PB 35 PG 376ZONE: LE-C-2PIN: 219607599787LIDL US OPERATIONS LLCDB 3865, PG 573PB106 PG 70ZONED: LE-C-260' ACCESS & UTILITYEASEMENTMB 24, PG 16760. 0 '25' DRAINAGE EASEMENTCAB. W, PG. 36525. 0 ' TRADEWAY DRIVE 80' RIGHT OF WAYWEST GATE DRIVE70' RIGHT OF WAYNIGHT HARBOR DRPIN: 219607791157LELAND TOWN CENTER LLCDB 4169, PG 161PB 49 PG 70ZONED: LE-C-2FUTURE BLDG. (36,000 SF)FFE = 26.6525' FRONT SETBACK 20' REAR SETBACK 7.5' SIDE SETBACK7.5' SIDE SETBACK25' FRONT SETBACK20' REAR SETBACK7.5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK7.5' SIDE SETBACK20' REAR SETBACK7.5' SIDE SETBACK7.5' SIDE/CORNER SETBACK7.5' SIDE/CORNER SETBACK7.5' SIDE SETBACK20' REAR SETBACK20' REAR SETBACKEP 26.2EP 26.2EP 26.0EP 25.0EP 25.0STOP PRIVATE ACCESS &PUBLIC UTILITYEASEMENT (40' WIDE)PROPOSED DRAINAGEEASEMENT (25' WIDE)PRIVATE ACCESS &PUBLIC UTILITYEASEMENT (50' WIDE)DRIVETHRUDRIVETHRUPATIO AREA250sfSTOPSTOPSTOP STOPPROPOSED DRAINAGEEASEMENT (25' WIDE)1.85%STOPBYPASS LANEPICK-UP LANEDRIVETHRUSTOPChick-Fil-A, Inc. Leland Store4843 SF±DRIVETHRUPICK-UP WINDOW CANOPYC.O.DRIVE-THRU CANOPYC.O.GASWWPANELSPATIO2%0.5' : 12'0.5' : 12'2%WETWETW E T WETWETWET252420159914156614151520242525242 4 2 0 1 6 1 5 1 5 9 9 1 5 1 4 6 2524201515662020251515142 5 27 2 6 2 6 27 2 8 2827 252628 28262 8 2 5 28 2725262725 27 2627262525 27 DRAINAGE ESMT.MB 49 PG 70LELAND TOWN CENTER PHASE IITRADEWAY & OCEAN GATE BLVD.SITE STATE18436.PELELAND TOWN CENTER, LLC 2709 THORNGROVE COURT, SUITE 1 FAYETTEVILLE, NC 28303 02.01.19 DATE: SCALE: DESIGNED: DRAWN: CHECKED:PEI JOB#:CONCEPTUAL LAYOUT: PRELIMINARY LAYOUT: FINAL DESIGN: RELEASED FOR CONST: PROJECT STATUS REVISIONS: DRAWING INFORMATIONSEAL CLIENT INFORMATION: 122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 N O R T HCAROLINAJAMEBANCHS M PR O FESSIONENGINEE R SEALALSRITH 03 4 3 5 46/10/20190 60 120240360SCALE: 1"=120'GRAPHIC SCALESITE PLAN LTC OVERALL 1"=120 JBS JBS TGCC-2.0N A D 8 3 ( 2 0 1 1 ) (N C G R I D )SITE DATAPROJECT NAME:LELAND TOWN CENTER PHASE IISITE ADDRESS:GATEWAY BLVD, LELAND, NCPARCEL IDS:047EA001, 0470005202, 0470005201, 04700063,PROPERTY OWNER: LELAND TOWN CENTER, LLCOVERALL SITE AREA: 60 ACRESSUBDIVISION TO OCCUR IN FUTUREZONING: LE-C-2 (COMMERCIAL)PROPOSED USE:RETAIL/ RESTAURANTDIMENSION REQUIREMENTSREQUIREDPROVIDEDFRONT SETBACK25' 25'SIDE SETBACK7.5'7.5'REAR SETBACK20'20'VICINITY MAPSCALE 1" = 1000'HIGHWAY 17 PLOOF RD SETRADEWAY DRSITEGATEWAY BLVDOCEAN GATE PLAZAWEST GATE DRLOT 2LOT 3LOT 4LOT 6LOT 5HIBACHILIDLALDIPHASE II FUTURE DEVELOPMENTPHASE II FUTURE DEVELOPMENTPOND 2POND 1ISOLATED WETLANDNO DISTURBANCEISOLATED WETLANDNO DISTURBANCED I T C H F R O M P H I T O P O N D 2 XX T V T V TRT R TR T R T T SM H R IM = 2 2 . 4 5 I N V ( N ) = 9 . 8 3 I N V ( S ) = 9 . 7 6 OCEAN GATE PLAZA100' RIGHT OF WAYOCEAN GATE PLAZA 60' RIGHT OF WAY P I N : 2 1 9 7 1 9 5 0 7 1 8 3 L I D L U S O P E R A T IO N S L L C D B 3 8 6 5 , PG 5 7 3 P B 1 0 6 PG 7 0 ZO N E D : CO - C L D 2 1 9 6 0 7 5 8 3 9 9 6WA LM A R T R E A L E S T A T E B U S I N E S S T R U S T D B 2 1 8 6 , P G 1 4 P B 3 2 PG 5 1 4 ZO N E D : L E - C - 2 P I N : 2 1 9 6 0 7 6 9 4 2 7 4 L E L A N D TOW N C E N T E R L L C D B 4 1 6 9 , P G 1 5 6 P B 3 5 PG 3 7 6 ZO N E : L E - C - 2 25' DRAINAGE EASEMENTCAB. W, PG. 36525.0' S I D EW A L KSIDEWALK S I D EW A L K S I D EW A L K S I D EW A L K FOFOFOFOFOUEUEU E U E UEUEGGGGGGGGUEUEUEXX T R TR TR TRTR T R T R T R T R T V T V T V T V T V WEST GATE DRIVE70' RIGHT OF WAYT R T R T R GATEWAY BLVD .60' R IGHT OF WAY S I D EW A L K S I D EW A L K SIDEWALK SIDEWALK SIDEWALKP I N : 2 1 9 7 1 9 6 0 7 2 4 2 L E L A N D TOW N C E N T E R , L L C . D . B . 4 1 6 9 , P G . 1 6 1 C A B . 5 6 , PG . 3 8 P I N : 2 1 9 7 1 9 6 0 7 2 4 2 ZO N E : L E - C - 2 L E L A N D TOW N C E N T E R , L L C . D . B . 4 1 6 9 , P G . 1 6 1 C A B . 5 6 , PG 3 8 P A R C E L I D : 0 4 7 E A 0 0 1 P I N : 2 1 9 7 1 9 6 0 7 2 4 2 ZO N E : L E - C - 2 L E L A N D TOW N C E N T E R , L L C . D . B . 4 1 6 9 , PG . 1 6 1 C A B . 5 6 , PG 3 8 P A R C E L I D : 0 4 7 E A 0 0 1 P I N : 2 1 9 7 1 9 6 0 7 2 4 2 ZO N E : L E - C - 2 P I N : 2 1 9 7 1 9 6 0 7 2 4 2 ZO N E : L E L A N D TOW N C E N T E R , L L C . D . B . 4 1 6 9 , PG . 1 6 1 C A B . 5 6 , PG 3 8 P A R C E L I D : 0 4 7 E A 0 0 1 P I N : 2 1 9 7 1 9 6 0 7 2 4 2 ZO N E : L E - C - 2 P I N : 2 1 9 6 0 7 7 9 1 1 5 7 L E L A N D TOW N C E N T E R L L C D B 4 1 6 9 , PG 1 6 1 P B 4 9 PG 7 0 ZO N E D : L E - C - 2 P I N : 2 1 9 6 0 7 7 9 1 1 5 7 L E L A N D TOW N C E N T E R L L C D B 4 1 6 9 , PG 1 6 1 P B 4 9 PG 7 0 ZO N E D : L E - C - 2 P I N : 2 1 9 6 0 7 6 9 4 2 7 4 L E L A N D TOW N C E N T E R L L C D B 4 1 6 9 , PG 1 5 6 P B 3 5 PG 3 7 6 ZO N E : L E - C - 2 2 1 9 6 0 7 5 9 9 7 8 7 L I D L U S O P E R A T IO N S L L C D B 3 8 6 5 , PG 5 7 3 P B 1 0 6 PG 7 0 ZO N E D : L E - C - 2 25' DRAINAGE EASEMENTCAB. W, PG. 36525.0' TRAD E W A Y D R I V E 80' RI G H T O F W A YWEST GATE DRIVE70' RIGHT OF WAYNIGHT HARBOR DRP I N : 2 1 9 6 0 7 7 9 1 1 5 7 L E L A N D TOW N C E N T E R L L C D B 4 1 6 9 , PG 1 6 1 P B 4 9 PG 7 0 ZO N E D : L E - C - 2 FUTURE BLDG. (36,000 SF)FFE = 26.65W25' FRONT SETBA CK20' REAR S ETB A CK 7 . 5 ' S I D E S E T B A C K 25' FRONT SETBACK20' REAR SETBACK25' FRONT SETBACK7. 5 ' S I D E S E T B A C K 20' REAR SETBACK7 . 5 ' S I D E S E T B A C K 7.5 ' S IDE /CORNER SETBACK 7. 5 ' S I D E / C O R N E R S E T B A C K E P 2 5 . 0 E P 2 5 . 0 S S C. O .PRIVATE ACCESS &PUBLIC UTILITYEASEMENT (40' WIDE)PROPOSED DRA INAGEEASEMENT (25 ' W IDE ) C. O . UE UT UTFOC. O . P R O PO S E D D R A I N A G E E A S EM E N T ( 2 5 ' W I D E )262626272725 2525 26DRIVETHRUChick-Fil-A, Inc. Leland Store4843 SF±DRIVETHRUC. O . D R I V E - T H R U C A NO P Y C. O .GASWWWPANELS2626 26 26 2626 26262626 27272525 26WET WETWETW E T WET WET WETWETWETWETWET25 20 15 15 20 25 15 25 20 25 20 15 25 20 25R.P.W. AR.P.W. BR.P.W. CR.P.W. DR.P.W. ER.P.W. AND WETLANDTO REMAIN AS ISSTORMWATER DITCH FROM PHASE ISTORMWATER POND #2PHASE I6.55 ACREPROJECT AREAWET ADRAINAGE ESMT.MB 49 PG 70LELAND TOWN CENTER PHASE IITRADEWAY & OCEAN GATE BLVD.SITE STATE18436.PELELAND TOWN CENTER, LLC 2709 THORNGROVE COURT, SUITE 1 FAYETTEVILLE, NC 28303 02.01.19 DATE: SCALE: DESIGNED: DRAWN: CHECKED:PEI JOB#:CONCEPTUAL LAYOUT: PRELIMINARY LAYOUT: FINAL DESIGN: RELEASED FOR CONST: PROJECT STATUS REVISIONS: DRAWING INFORMATIONSEAL CLIENT INFORMATION: 122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 404/401 WETLAND IMPACTS Fig. 1.002/16/06 1" = 80' JBS JBS TGC HIGHWAY 17 PLOOF RD SETRADEWAY DRSITEGATEWAY BLVDOCEAN GATE PLAZAWEST GATE DRRPW IMPACTS TABLESITE I.D.RPW PERM.FILL (SF)RPW TEMP.FILL (SF)WETLANDPERM. FILL (SF)WETLANDMECHANICALCLEARING (SF)A840NA1370NAB518C365D390E348TOTAL24611370OVERALL PERMIT From:dlutheran@segi.us To:Danielle Clark Cc:Matt Bramblett Subject:FW: [Non-DoD Source] RE: Leland Town Center Phase 2 Date:Monday, June 21, 2021 5:34:02 PM Danielle, The following is the email string between Gary Beecher (USACE) and me, which I initiated prior to the submittal of the NWP 39, wherein he confirms the cumulative impacts would be less than 0.50 AC. The cumulative impact total, for this project, is 0.486 AC. Hope this helps. Dana Dana A. Lutheran Southern Environmental Group, Inc. 5315 South College Road, Suite E Wilmington, NC 28412 Office: 910.452.2711 Mobile: 910.228.1841 (preferred) www.segi.us -----Original Message----- From: Beecher, Gary H CIV USARMY CESAW (USA) <Gary.H.Beecher@usace.army.mil> Sent: Tuesday, February 25, 2020 7:19 AM To: dlutheran@segi.us Subject: RE: [Non-DoD Source] RE: Leland Town Center Phase 2 Dana, I see now, you added the open water ditch impacts to the wetland impacts. I thought I was missing another wetland impact. Looks like everything is still under the .5 acre threshold. Thanks, Gary -----Original Message----- From: dlutheran@segi.us [mailto:dlutheran@segi.us] Sent: Monday, February 24, 2020 4:18 PM To: Beecher, Gary H CIV USARMY CESAW (USA) <Gary.H.Beecher@usace.army.mil> Subject: [Non-DoD Source] RE: Leland Town Center Phase 2 Hi, Gary!! Phase I: 0.056 AC - 0.03 AC (spoil pile that was erroneously listed as an impact) = 0.056 AC Phase 2: 0.07 AC + 0.36 AC = 0.43 AC Cumulative: 0.43 AC + 0.056 AC = 0.486 AC Right? Southern Environmental Group, Inc. 5315 South College Road, Suite E Wilmington, NC 28412 Office: 910.452.2711 Mobile: 910.228.1841 (preferred) Blockedwww.segi.us -----Original Message----- From: Beecher, Gary H CIV USARMY CESAW (USA) <Gary.H.Beecher@usace.army.mil> Sent: Monday, February 24, 2020 4:07 PM To: dlutheran@segi.us Subject: Leland Town Center Phase 2 Dana, So the NWP 18 wetland fill permit that I issued was for a spoil pile? Sweet Let's break down the cumulative impact numbers: Phase 1: 0.056 ac (2461 SQ FT) of RPW impacts 0.03 ac (for a spoil pile fill) 0.056 ac total impacts for Phase I Phase II: 0.070 ac wetland impact (proposed) 0.36 ac of RPW impact Total project Impacts: 0.092 ac of RPW (Ditch) impacts 0.070 ac of wetland impacts Where did you get the 0.456 acres of cumulative total impacts from? That would put this project close to the IP range, definitely would have some serious mitigation costs. Gary U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2006-00669 County: Brunswick County U.S.G.S. Quad: Winnabow GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Palmer Williams Leland Town Center LLC Address: 2709 Thorngrove Court Suite Fayetteville NC, 28303 Telephone Number: (910) 864-1125 E-mail Address: pwilliams@c-sprop.com Size (acres) 67.3 acres Nearest Town Leland, NC Nearest Waterway Jackeys Creek River Basin Cape Fear USGS HUC 03030005 Coordinates Latitude: 34.20950 Longitude: -78.01370 Location description: This 67.3 acre project is located at 1241 West Gate Drive in the City of Leland, Brunswick County, NC Parcel ID: (047EA001, 0470005202, 0470005201, 04700063). The final project will include 13 multi- family buildings and 15 multi-tenant commercial buildings. Description of projects area and activity: This project will use a NWP 39 to fill 0.36 acres of Jurisdictional Open Water Ditches and 0.070 acres of wetlands. Applicable Law: Section 404 (Clean Water Act, 33 USC 1344) Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number and/or Nationwide Permit Number: 39 Commercial Development SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted application and attached information dated March 5, 2020. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general permit’s expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. w-2006-00069 If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Gary Beecher at (910) 251-44694 or Garv.h.Beecheraa txsace.armv.mil. Corps Regulatory Official; Expiration Date of Verification: NW1? A. Determination of Jurisdiction: Date: March 5, 2020 9 ill expire on March 18, 2022 1. ❑ There are waters, including wetlands, on the above described project area that may be subject to Section. 404 of the Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States. 2. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the Law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. 3. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. 4. ❑ A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you may request an approved JD, which is an appealable action, by contacting the Corps for further instruction_ 5. ® The aquatic resources within the above described project area have been identified under a previous action. Please reference the approved jurisdictional determination issued . Action ID: SAW-2006-00669. D. Basis For Jurisdictional Determination; This site exhibits wetland criteria as described in the J 987 Corps Wetland Delineation Manual and the Atlantic and Gulf Coastal Plain Regional Supplement. C. Remarks: D. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above). If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Philip Shannin, Appeal Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801. Phone; (404) 562-5137 SAW-2006-00669 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by May 3, 2020. It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. Corps Regulatory Official: ______________________________________________________ Gary Beecher Date of JD: Expiration Date of JD: The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0. Copy furnished via e-mail: Dana Lutheran SEGI 5315 South College Road, Suite E Wilmington, NC 28412 (910) 228-1841 dlutheran@segi.us SAW-2006-00669 SPECIAL CONDITIONS 1.401 Water Quality Certification: If a 401 Water Quality Certification from the North Carolina Division of Water Resources is required, then the permittee shall provide the Corps with a copy of the required certification or waiver of certification from the state prior to proceeding with the work in waters of the U.S. The permittee shall comply with all conditions of the state certification. 2. Erosion Control: The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). 3.Work Limits: All work authorized by this permit shall be performed in strict compliance with the attached permit plans dated March 5, 2020, which are a part of this permit. The Permittee shall ensure that the construction design plans for this project do not deviate from the permit plans attached to this authorization. Any modification to the attached permit plans must be approved by the U.S. Army Corps of Engineers (Corps) prior to any active construction in waters or wetlands. Action ID Number: SAW-2006-00669 County: Brunswick County Permittee: Palmer Williams Leland Town Center LLC Project Name: Leland Town Center Phase II Date Verification Issued: March 5, 2020 Project Manager: Gary Beecher Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Gary Beecher Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. _______________________________________ ______________________ Signature of Permittee Date BRESTAURANT3,200 S.F.CRESTAURANT3,200 S.F.ALDI24222624302451011121628DUNKIN DONUTSOWNED BY OTHERS56141813978975 PARKINGTOTAL1471444119 PARKING TOTAL46 PARKING TOTAL139111095818242830243024302418x PARKING TOTAL582 PARKING TOTALHOTEL10,030SF132828106PATIO421212RETAIL B 30,000SF3236293499 PARKING TOTAL114 PARKINGTOTALSHOPS6,400 SFPATIO17164831210150'200'QSR2090 SF3ASHOPS6,000 S.F.464116RESTAURANT6,000 SFRESTAURANT5,000 SFPATIO1212892438110'-0"±RETAIL 1A22,000 SFRETAIL 3A22,000 SFRETAIL 4A28,000 SFRETAIL 5A10,000 SFRETAIL 6A12,000 SFRETAIL 7A6,000 SFRETAIL 8A6,000 SFRETAIL 2A21,000 SF120'-0"±120'-0"±130'-0"±70'-0"±75'-0"±60'-0"±60'-0"±154'-8"±187'-8"±180'-0"±212'-5"±142'-0"±160'-0"±100'-0"±100'-0"±531 PARKING TOTAL34 PARKING TOTAL110 PARKING TOTALOWNED BY OTHERSST O P BYPASS LANEPICK-UP LANEDRIVETHRUST O PDRIVETHRU CHICK-FIL-A4843 SFSTOPD R I V E T H R UDRIVETHRU P A T I O A R E A 2 5 0 s fSTOP STOPSTOPSTOP6 8 8 5 5 9 7 0 '58'STARBUCKS - RETAIL9450 SFRETAIL4060 SFBY-PASS1 1 7 DRIVE-THRU8 1 2 8 9 MULTI - RETAIL7600 SF17171717BLDG 1 BLDG 2 BLDG 3BLDG 4 BLDG 5 BLDG 6 BLDG 7 BLDG 8 BLDG 9BLDG 10BLDG 11BLDG 12BLDG 13LEVEL II BUFFERLEVEL II BUFFERAMENITYPOOLO P E N S P A C EUS H IGHW A Y 1 7 (O C E AN H IGHW A Y )PLOOF R O A D SE (SR 1566)(VARIABLE P UBLIC R O W) I R F I P F A L D I N C , L L C D B 3 8 8 0 PG 9 1 0MC 1 0 0 P G 7 0 ZO N E D : L E - C - 2XXXXTVTVTVTVTVTVTVTRTRTRTR TR T R RIM=24.14INV=21.21 RIM=24.19INV=21.05INV=21.03 RIM=24.73INV=20.86INV=20.61INV=20.54INV=20.33RIM=25.32INV=20.49INV=20.43 INV=20.05RIM=22.7 6INV=20. 0 3 RIM=22.81INV=19.97INV=19.88RIM=23.02INV=19.72INV=19.72 R IM = 2 3 . 2 2 I N V = 1 9 . 4 6 I N V = 1 9 . 4 5 INV=18.95RIM=22.70INV=18.81(6933)INV=18.93(692 7 ) INV=18.65 RIM=22.24INV=19.31 R IM = 2 2 . 0 3 I N V = 1 9 . 1 8 I N V = 1 7 . 9 5 I N V = 1 8 . 2 0 R IM = 2 2 . 1 8 I N V = 1 8 . 2 8 I N V = 1 7 . 8 8 R IM = 2 1 . 4 2 I N V = 1 8 . 6 0 R IM = 2 1 . 6 0 I N V = 1 8 . 5 5 15" RCP34' 0.49%15" RCP30' 0.56%15" RCP19' 1.48%15" RCP76' 0.07%18" RCP18" RCP 18" RCP18" RCP18" RCP18" RCP18 " RCP 24" RC P 24" RCP18 " RCP18" RCP18" RCP 24" RCP 24" R C P TRTT TTT T OCEAN GATE PLAZA100' RIGHT OF WAYOCEAN GATE PLAZA 60' RIGHT OF WAY TR NEW POINTE BLVD.50' R/W 18" RCPS I D EW A L KSIDEWALK S I D EW A L K S I D EW A L K S I D EW A L K GAS STATIONDRIVE I N V = 1 8 . 7 5 I N V = 1 8 . 9 1 48" RCPFOFOFOFOFOFOFOFOUEU E U E U E UEGGGGGGGUEUEUEXRIM=16.76INV=12.59INV=-33.24 INV=12.69INV=16.08 INV=16.18INV=16.16 INV=16.14INV=16.34 INV=16.41INV=16.32 2 4 " R C P 48" RCP 18" R C P 15" RCP24" RCP15" RCP36 " R C P 24" RCP15" CPPT R TR TR TR TR TR TR TR TRTR T R TR T R T R T V T V T V T V T V T V T V T V T V 15" RCP 1 8 " R C P 24" RCP2 4 " RCP 18" RC P 24" RCP18" RCP 1 8 " RCP 18" RC P 18" RCP18" RCP18 " R C P 18" R C P 18" RCP18" RCP24" RCP18" RCP 18" R C P 24" RCP30" RCP18" R C P30" RCP 18" RCP36" RCP18" RCP15" RCPWEST GATE DRIVE70' RIGHT OF WAYTRAD E W A Y D R I V E 80' RI G H T O F W A Y 15 " R C P 3 0 " R C P30" RCP T R T R T R GATEWAY BLVD .60' R IGHT OF WAY S I D EW A L K SIDEWALK SIDEWALK SIDEWALK SIDEWALKD I R IM = 2 0 . 0 6 I N V ( N ) = 1 6 . 2 6 I N V ( N E ) = 1 6 . 2 7 I N V (W ) = 1 6 . 0 2 C I R IM = 2 2 . 2 6 I N V ( N ) = 1 7 . 7 0 I N V ( E ) = 1 6 . 5 7 I N V ( SW ) = 1 6 . 5 7 C I R IM = 2 2 . 3 7 I N V ( S ) = 1 7 . 7 4 C I R IM = 2 3 . 5 5 I N V ( N E ) = 1 7 . 9 7 I N V ( S E ) = 1 6 . 8 7 I N V (W ) = 1 6 . 7 6 C I R IM = 2 3 . 6 4 I N V ( SW ) = 1 8 . 0 6 C I R IM = 2 4 . 0 6 I N V ( N E ) = 1 7 . 8 6 I N V ( E ) = 1 7 . 0 8 I N V ( NW ) = 1 6 . 9 9 C I R IM = 2 2 . 8 2 I N V ( S ) = 1 8 . 1 5 I N V ( E ) = 1 7 . 9 7 I N V (W ) = 1 7 . 5 6 C I R IM = 1 9 . 7 1 I N V ( E ) = 1 5 . 5 6 I N V ( SW ) = 1 5 . 5 6 CIR IM = 2 3 . 9 9 I N V ( SW ) = 1 8 . 0 6 CI R IM = 2 1 . 8 0 I N V ( N ) = 1 8 . 0 9 C I R IM = 2 1 . 9 1 I N V ( S ) = 1 8 . 1 0 I N V ( N E ) = 1 8 . 1 2 I N V (W ) = 1 8 . 1 6 C I R IM = 2 2 . 0 1 I N V ( N E ) = 1 8 . 4 0 I N V ( SW ) = 1 8 . 3 8 C I R IM = 2 1 . 6 9 I N V ( E ) = 1 8 . 7 8 I N V ( SW ) = 1 8 . 6 3 CIR IM = 2 1 . 7 9 I N V (W ) = 1 8 . 5 5 C I R IM = 2 3 . 3 0 I N V ( N E ) = 2 0 . 6 3 I N V ( SW ) = 1 9 . 9 4 I N V ( NW ) = 2 0 . 1 4 C I R IM = 2 3 . 4 0 I N V ( N E ) = 2 0 . 2 9 C I R IM = 2 3 . 3 8 I N V ( S E ) = 1 9 . 7 9 I N V ( SW ) = 1 9 . 8 1 I N V ( NW ) = 1 9 . 6 1 I N V ( N E ) = 1 9 . 5 0 C I R IM = 2 3 . 4 4 I N V ( N E ) = 1 9 . 8 6 C I R IM = 2 3 . 5 8 I N V (W ) = 2 0 . 3 9 I N V ( S ) = 2 0 . 3 9 C I R IM = 2 3 . 2 6 I N V ( N ) = 2 0 . 1 1 I N V ( E ) = 2 0 . 1 1 DM H R IM = 2 4 . 1 8 I N V ( E ) = 2 0 . 5 3 I N V ( S ) = 2 0 . 2 8 C I R IM = 2 3 . 8 1 CO U L D NO T M E A S U R E 1 2 " R C P C I R IM = 2 3 . 7 1 I N V ( SW ) = 2 1 . 1 0 I N V ( NW ) = 2 0 . 9 8 I N V = 1 8 . 9 8 CIR IM = 2 3 . 3 4 I N V ( SW ) = 1 9 . 8 8 I N V ( S E ) = 1 9 . 8 7 I N V ( E ) = 1 9 . 8 2 C I R IM = 2 3 . 8 1 I N V (W ) = 2 0 . 8 6 I N V ( N E ) = 2 0 . 7 7 C I R IM = 2 3 . 8 3 I N V ( NW ) = 2 1 . 2 3 I N V ( SW ) = 2 1 . 2 0 I N V ( E ) = 2 1 . 1 5 C I R IM = 2 3 . 9 3 I N V ( S E ) = 2 1 . 4 0 DM H R IM = 2 4 . 9 4 I N V ( SW ) = 1 9 . 1 9 I N V ( S E ) = 1 9 . 2 1 I N V ( N ) = 1 9 . 1 7 C I R IM = 2 4 . 3 6 I N V ( NW ) = 1 9 . 4 8 3 6 " R C P I N V = 1 9 . 0 2 DM H R IM = 2 5 . 2 8 I N V ( SW ) = 1 9 . 5 5 I N V ( NW ) = 1 9 . 4 2 I N V ( N E ) = 1 9 . 4 1CI R IM = 2 3 . 9 8 I N V ( SW ) = 2 0 . 0 3 I N V ( N E ) = 1 9 . 9 1 CIRIM=23.46INV=20.64 C I R IM = 2 4 . 3 4 I N V ( NW ) = 2 1 . 8 3 I N V ( N E ) = 2 1 . 8 1 C I R IM = 2 4 . 4 0 I N V ( S E ) = 2 2 . 0 2 DM H R IM = 2 0 . 7 5 I N V ( NW ) = 1 6 . 9 8 I N V ( SW ) = 1 7 . 2 8 I N V ( E ) = 1 7 . 2 3 I N V ( S E ) = 1 6 . 9 3 C I R IM = 1 9 . 9 6 I N V ( E ) = 1 7 . 3 7 C I R IM = 1 9 . 8 9 I N V (W ) = 1 7 . 6 3 I N V = 2 0 . 5 2 C I R IM = 2 0 . 2 7 I N V ( NW ) = 1 6 . 8 3 I N V ( S E ) = 1 6 . 6 4 I N V = 1 5 . 5 9 I N V = 1 6 . 3 5 I N V = 1 3 . 5 3 I N V = 2 0 . 5 4 I N V = 2 1 . 0 7 CI R IM = 2 3 . 8 2 I N V ( N E ) = 2 1 . 2 5 I N V = 1 9 . 0 4 I N V = 1 4 . 0 0 C I R IM = 2 0 . 5 6 I N V ( NW ) = 1 6 . 8 4 I N V ( S ) = 1 6 . 4 3 DM H 1 8 " RCP18" RCP18" RCP TRAD E W A Y D R I V E 80' RI G H T O F W A YWEST GATE DRIVE70' RIGHT OF WAYNIGHT HARBOR DRW E T WET R.P.W. D2STORMWATER POND #244.40 ACREPROJECT AREAFOR WETLANDIMPACTSWETLANDPOCKET AR.P.W. B2R.P.W. HR.P.W. ER.P.W. C2R.P.W. F1R.P.W. GR.P.W. A2R.P.W. D3R.P.W. F2R.P.W. C3PIPE STUBFOR FUTURECONNECTIONDRAINAGE ESMT.MB 49 PG 70WETLAND IMPACTS - NWP Fig. 2.002/16/06 1" = 100' JBS JBS TGC LELAND TOWN CENTER TRADEWAY & OCEAN GATE BLVD.TOWN OF LELAND, NC18436.PELELAND TOWN CENTER, LLC 2709 THORNGROVE COURT, SUITE 1 FAYETTEVILLE, NC 28303 02.01.19 DATE: SCALE: DESIGNED: DRAWN: CHECKED:PEI JOB#:CONCEPTUAL LAYOUT: PRELIMINARY LAYOUT: FINAL DESIGN: RELEASED FOR CONST: PROJECT STATUS REVISIONS: DRAWING INFORMATIONSEAL CLIENT INFORMATION: 122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 HIGHWAY 17 PLOOF RD SETRADEWAY DRSITEGATEWAY BLVDOCEAN GATE PLAZAWEST GATE DRPH II IMPACTS TABLESITE I.D.RPW PERM.FILL (SF)WETLANDPERM. FILL (SF)A2 (4.5' BW)1638.0B2 (3.5' BW)2607.5C2 (3.0' BW)1296C3 (3.0' BW)1272D2 (3.0' BW)1254.0D3 (3.0' BW)441E (4.0' BW)3568.0F1 (3.0' BW)1272F2 (4.0' BW)1056G0H (2.5' BW)1342.5WETLAND A3188PH II TOTAL18935.0NAUS 17 - OCEAN HWYSITE DATAPROJECT NAME:LELAND TOWN CENTER PHASE IISITE ADDRESS:GATEWAY BLVD, LELAND, NCPARCEL IDS:047EA001, 0470005202, 0470005201, 04700063,PROPERTY OWNER: LELAND TOWN CENTER, LLCOVERALL SITE AREA: 67.3 ACRESSUBDIVISION TO OCCUR IN FUTURECURRENT ZONING: LE-C-2 (COMMERCIAL)CURRENT USE:RETAIL/ RESTAURANTFUTURE ZONING:MULTI-FAMILY (MF)DIMENSION REQUIREMENTSC-2 REQUIREDMF REQUIREDFRONT SETBACK25' 30'SIDE SETBACK7.5'7.5'REAR SETBACK15'20'MAX. HEIGHT40'40'SCREENED BUFFERS: LEVEL II - 14' (BUSINESS TO MF SUBDIVISION)MF DWELLING UNITS/AC 16 DU/AC REQ'D312 DU / 20.6 AC (MF) = 15.1 DU/ ACFLOOD NOTE:THIS TRACT DOES NOT LIE WITHIN SPECIAL FLOOD HAZARDZONES, ACCORDING TO FEMA FIRM COMMUNITY-PANELNUMBER 3720219600K, BEARING A REVISED DATE OFAUGUST 28, 2018.BUILDING INFORMATIONBUILDING USE:MULTI-TENANT COMMERCIAL(RETAIL, RESTAURANT, HOTEL, OFFICES)ANCHOR RETAIL SPACES:127,000 SFSTAND-ALONE RESTAURANT/RETAIL: 17,400 SFMULTI-TENANT RETAIL:12,400 SFHOTEL:10,030 SFSTAND-ALONE RETAIL:30,000 SFTOTAL FOOTPRINT:196,830 SFFUTURE BUILDINGS: APARTMENT / MULTI-FAMILY(13) 24-UNIT BUILDINGS = 312 UNITSWETLAND NOTE:THIS TRACT DOES CONTAIN WETLANDS ACCORDING TO USACE SAW2006-00669 DATED JULY 27, 2017 AS PRELIMINARY DETERMINATION, HOWEVER,FOR THIS SITE THERE ARE NO JURISDICTIONAL WATERS OF THE US.DRAINAGE ESMT DocuSign Envelope ID: 9232435B-7B91-442C-ACO2-BA79EFF9AC61 ROY COOPER Governor MICHAEL S. PECAN Secretary S. DANIEL SMITH Director Leland Town Center, LLC Attn: Palmer Williams 2709 Thorngrove Court Suite Fayetteville, NC 28303-2971 NORTH CAROLINA Environmental Quality March 5, 2020 DWR Project # 2020- 0060 Brunswick County Subject Property: Approval of 401 Water Quality Certification with Additional Conditions 1241 West Gate Drive — Leland, NC 28451 Dear Mr. Williams: You have our approval, in accordance with the attached conditions and those listed below to allow for the permanent fill impacting approximately 0.07 acres of wetlands and for the permanent fill impacting approximately 0.36 acres of open water area, as described in your application received by the N.C. Division of Water Resources (DWR) on January 9, 2020, sequential information received on March 5, 2020. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Numbers 4139 GC4139). This Certification allows you to use the Nationwide Permit 39 when issued by the U.S. Army Corps of Engineers. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non -discharge, and stormwater regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 Permit. This Certification can also be found on line at: https://edocs.deg.nc.gov/Forms/Certificate-of-Completion. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: 1. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of the Certification. If you change your project, you must notify the Division and you may be required to submit a new North Carolina Department of Environmental Quality I Division of Water Resources Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 NOATN CAROLINA D.P.m W a E.11-bi 910.796.7215 DocuSign Envelope ID: 9232435B-7B91-442C-ACO2-BA79EFF9AC61 application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this approval letter and General Certification and is responsible for complying with all conditions. Any new owner must notify the Division and request the Certification be issued in their name {15A NCAC 02H .0501 and .0502}. 2. Any final construction plans for this project must include or reference the application and plans approved by the Division under this authorization letter and certification. The applicant will also be required to evaluate all acquired permits to assure that they are consistent and all relative impacts are accounted for and shown on the construction plans. [15A NCAC 02H .0502 b) and 15A NCAC 02H .0506 (4)] The applicant shall require his contractors (and/or agents) to comply with all of the terms of this Certification, and shall provide each of its contractors (and/or agents) a copy of this Certification. 3. A pre -construction meeting is recommended to be held with the Division prior to the start of the project phases so that the contractors and/or agents fully understand the conditions associated with this certification. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0502 (e)] 4. Turbidity Standard The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as described in 15 A NCAC 2B .0220. Appropriate sediment and erosion control practices must be used to meet this standard. Turbidity curtains shall be used as appropriate. Please notify this Office if any turbidity issues arise at 910.796.7215 5. All wetlands, streams, surface waters, and riparian buffers located within 50 feet of the construction area on the project site shall be clearly marked (example- orange fabric fencing) prior to any land disturbing activities and must be maintained on the property until the project phase is completed. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A NCAC 02H .0507 (c)] 6. Appropriate measures should be installed prior to any land clearing activities to protect waters and wetlands from turbidity and/ or sedimentation. These measures should be routinely inspected and properly maintained, and excavated materials should be contained outside the wetland boundary. Excessive silt and sediment loads can have numerous detrimental effects on aquatic resources including destruction of spawning habitat, suffocation of eggs, and clogging of gills of aquatic species. [15A NCAC 02H .0506 (b)(3) and (c)(3)] 7. This General Certification shall expire on the same day as the expiration date of the corresponding General Permit. The conditions in effect on the date of issuance of the Certification for a specific project shall remain in effect for the life of the project, regardless of the expiration of this Certification. 8. The permittee shall require its contractors and/or agents to comply with the terms of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project a copy of this certification. A copy of this certification including all conditions shall be available at the project site during the construction and maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)( 2) and (c)(2)] 9. Continuing Compliance DocuSign Envelope ID: 9232435B-7B91-442C-ACO2-BA79EFF9AC61 The applicant/permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with 303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal law. If the Division determines that such standards or laws are not being met, including failure to sustain a designated or achieved use, or that State or Federal law is being violated, or that further conditions are necessary to assure compliance, than the Division may reevaluate and modify this General Water Quality Certification. [15A NCAC 02H .0507(d)] 10. All mechanized equipment operated near surface waters or wetlands will be regularly inspected and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a hydrocarbon or chemical spill, the permittee/contractor shall immediately contact the Division of Water Quality, between the hours of 8 am to 5 pm at the Wilmington Regional Office at 910. 796.7215 and after hours and on weekends call (800) 858-0368. Management of such spills shall comply with provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act. [15A NCAC 02H .0506 (b)(3) and (c)(3), 15A NCAC 02B .0200 (3)(f), and GS 143 Article 21A]. 11. Fueling, lubrication and general equipment maintenance should not take place within 50 feet of a waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC 02H .0506 (b)( 3) and (c)(3) and 15A NCAC 02B .0200 (3)(f)]. 12. This certification grants permission to the director, an authorized representative of the Director, or DEQ staff, upon the presentation of proper credentials, to enter the property during normal business hours 15A NCAC 02H.0502(e). 13. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant and/or authorized agent is required to return a completed certificate of completion form to the NCDEQ DWR 401 and Buffers Unit North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699 within ten days of project completion. The certification of completion is available at: https://edocs.deg.nc.gov/Forms/Certificate-of-Completion). Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA Permit. This approval and its conditions are final and binding unless contested. This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by filing a written petition for an administrative hearing to the Office of Administrative Hearings hereby known as OAH). A petition form may be obtained from the OAH at http://www. oah.com/ or by calling the OAH Clerk's Office at (919) 431-3000 for information. Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through Friday between 8:00 am and 5:00 pm, excluding official state holidays). DocuSign Envelope ID: 9232435B-7B91-442C-ACO2-BA79EFF9AC61 The petition may be faxed to the OAH at (919) 431-3100, provided the original and one copy of the petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed transmission. Mailing address for the OAH: If sending via US Postal Service. Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 If sending via delivery service (UPS, FedEx, etc): Office of Administrative Hearings 1711 New Hope Church Road Raleigh, NC 27609-6285 One (1) copy of the petition must also be served to DEQ: Bill Lane, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC 27699-1601 This letter completes the review of the Division of Water Resources under Section 401 of the Clean Water Act. If you have any questions, please telephone Robb Mairs in the DWR Wilmington Regional Office at 910.796.7303 or Robb. Mairs(a)ncdenr.gov. Sincerely, DocuSigned by, 4 11bvY lla S E3ABA14AC7DC434... Morella Sanchez King, Regional Supervisor Water Quality Regional Operations Section Wilmington Regional Office Division of Water Resources, NCDEQ Enclosures: GC 4139 Cc: Dana Lutheran, Southern Environmental Group, Inc., EC Gary Beecher, USACE Wilmington Regulatory Field Office, EC DWR 401 & Buffer Permitting Branch file-LF Wi RO STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES WATER QUALITY GENERAL CERTIFICATION NO.4139 GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 18 (MINOR DISCHARGES), NATIONWIDE PERMIT NUMBER 29 (RESIDENTIAL DEVELOPMENT), NATIONWIDE PERMIT NUMBER 39 (COMMERCIAL AND INSTITUTIONAL DEVELOPMENTS), NATIONWIDE PERMIT NUMBER 40 (AGRICULTURAL ACTIVITIES), NATIONWIDE PERMIT NUMBER 41(RESHAPING EXISTING DRAINAGE DITCHES), NATIONWIDE PERMIT NUMBER 42 (RECREATIONAL FACILITIES), NATIONWIDE PERMIT NUMBER 44 (MINING ACTIVITIES), NATIONWIDE PERMIT NUMBER 46 (DISCHARGES IN DITCHES), NATIONWIDE PERMIT NUMBER 51(LAND BASED RENEWABLE ENERGY GENERATION FACILITIES), AND NATIONWIDE PERMIT NUMBER 52 (WATER BASED RENEWABLE ENERGY GENERATION PILOT PROJECTS). Water Quality Certification Number 4139 is issued in conformity with the requirements of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (18, 29, 39, 40, 41, 42, 44, 46, 51 and 52) of the US Army Corps of Engineers regulations. The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95- 217 if conducted in accordance with the conditions hereinafter set forth. Effective date: December 1, 2017 Signed this day: December 1, 2017 By for Linda Culpepper Interim Director GC4139 Activities meeting any one (1) of the following thresholds or circumstances require written approval for a 401 Water Quality Certification from the Division of Water Resources (DWR): a) If any of the conditions of this Certification (listed below) cannot be met; or b) Any impacts to streams from excavation or dredging other than excavation that is conducted as preparation for installing permanent fill or structures; or c) Total temporary and permanent impacts to streams greater than 150 feet; or d) Any stream relocation or stream restoration; or e) Complete dewatering and drawdowns to a sediment layer related to pond/dam maintenance or removal; or f) Total temporary and permanent impacts to wetlands or open waters equal to or greater than one -tenth (1/10) acre; or g) Any high -density project, as defined in 15A NCAC 02H .1003(2)(a) and by the density thresholds specified in 15A NCAC 02H .1017, which: L Disturbs one acre or more of land (including a project that disturbs less than one acre of land that is part of a larger common plan of development or sale); and ii. Has permanent wetland, stream or open water impacts; and iii. Is proposing new built -upon area; and iv. Does not have a stormwater management plan reviewed and approved under a state stormwater program' or a state -approved local government stormwater program2. Projects that have vested rights, exemptions, or grandfathering from state or locally - implemented stormwater programs and projects that satisfy state or locally - implemented stormwater programs through use of community in -lieu programs require written approval.; or h) Any permanent impacts to waters, or to wetlands adjacent to waters, designated as: ORW (including SAV), HQW (including PNA), SA, WS-I, WS-II, Trout, or North Carolina or National Wild and Scenic River; or i) Any permanent impacts to coastal wetlands [15A NCAC 07H .0205], or Unique Wetlands UWL) [15A NCAC 02H .0506]; or j) Any impact associated with a Notice of Violation or an enforcement action for violation(s) of NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A NCAC 02H .1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or State Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or k) Any impacts to subject water bodies and/or state regulated riparian buffers along subject water bodies in the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or watershed with State Regulated Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) unless: L The activities are listed as "EXEMPT" from these rules; or 1 e.g. Coastal Counties, HQW, ORW, or state -implemented Phase II NPDES 2 e.g. Delegated Phase II NPDES, Water Supply Watershed, Nutrient -Sensitive Waters, or Universal Stormwater Management Program Page 2 of 11 GC4139 ii. A Buffer Authorization Certificate is issued by the NC Division of Coastal Management (DCM); or iii. A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or designated local government implementing a state riparian buffer program pursuant to 143-215.23. Activities included in this General Certification that do not meet one of the thresholds listed above do not require written approval. I. ACTIVITY SPECIFIC CONDITIONS: 1. If this Water Quality Certification is used to access residential, commercial or industrial building sites, then all parcels owned by the applicant that are part of the single and complete project authorized by this Certification must be buildable without additional impacts to streams or wetlands. If required in writing by DWR, the applicant shall provide evidence that the parcels are buildable without requiring additional impacts to wetlands, waters, or state regulated riparian buffers. [15A NCAC 02H .0506(b)(4) and (c)(4)] 2. For road construction purposes, this Certification shall only be utilized from natural high ground to natural high ground. [15A NCAC 02H .0506(b)(2) and (c)(2)] 3. Deed notifications or similar mechanisms shall be placed on all lots with retained jurisdictional wetlands, waters, and state regulated riparian buffers within the project boundaries in order to assure compliance with NC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A NCAC 02H .1300), and/or State Regulated Riparian Buffer Rules 15A NCAC 02B .0200). These mechanisms shall be put in place at the time of recording of the property or individual parcels, whichever is appropriate. [15A NCAC 02H .0506(b)(4) and (c)(4)] 4. For all dam removal projects meeting the definition under G.S. 143-215.25 and requirements under G.S. 143-215.27 of a professionally supervised dam removal, the applicant shall provide documentation that any sediment that may be released has similar or lower level of contamination than sediment sampled from downstream of the dam in accordance with Session Law 2017-145. 5. For the North Carolina Department of Transportation, compliance with the NCDOT's individual NPDES permit NCS000250 shall serve to satisfy this condition. All other high - density projects that trigger threshold Item (g) above shall comply with one of the following requirements: [15A NCAC 02H .0506(b)( 5) and (c)(5)] Page 3 of 11 a. Provide a completed Stormwater Management Plan (SMP) for review and approval, including all appropriate stormwater control meAsure (SCM) supplemental forms and associated items, that complies with the high -density development requirements of 15A NCAC 02H .1003. Stormwater management shall be provided throughout the entire project area in accordance with 15A NCAC 02H .1003. For the purposes of 15A NCAC 02H .1003(2)(a), density thresholds shall be determined in accordance with 15A NCAC 02H .1017. b. Provide calculations to document that the project will not cause degradation of downstream surface waters. Documentation shall include a detailed analysis of the hydrological impacts from stormwater runoff when considering the volume and velocity of stormwater runoff from the project built upon area and the size and existing condition of the receiving stream(s). Exceptions to this condition require application to and written approval from DWR. II. GENERAL CONDITIONS: 1. When written authorization is required, the plans and specifications for the project are incorporated into the authorization by reference and are an enforceable part of the Certification. Any modifications to the project require notification to DWR and may require an application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502] 2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the impacts (including temporary impacts) as authorized in the written approval from DWR; or beyond the thresholds established for use of this Certification without written authorization. [15A NCAC 02H .0501 and .0502] No removal of vegetation or other impacts of any kind shall occur to state regulated riparian buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or as listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 02B .0200] 3. In accordance with 15A NCAC 02H .0506(h) and Session Law 2017-10, compensatory mitigation may be required for losses of greater than 300 linear feet of perennial streams and/or greater than one (1) acre of wetlands. Impacts associated with the removal of a dam shall not require mitigation when the removal complies with the requirements of Part 3 of Article 21 in Chapter 143 of the North Carolina General Statutes. Impacts to isolated and other non-404 jurisdictional wetlands shall not be combined with 404 jurisdictional wetlands for the purpose of determining when impact thresholds trigger a mitigation requirement. For linear publicly owned and maintained transportation projects that are not determined to be part of a larger common plan of development by the US Army Corps of Engineers, compensatory mitigation may be required for losses of greater than 300 linear feet per perennial stream. Page 4 of 11 GC4139 Compensatory stream and/or wetland mitigation shall be proposed and completed in compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a project site, a complete mitigation proposal developed in accordance with the most recent guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted for review and approval with the application for impacts. 4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in Chapter 2 of Title 15A. 5. When applicable, all construction activities shall be performed and maintained in full compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability of the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management Practices for the control of sediment and erosion so that no violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0506 (b)(3) and (c)(3) and 15A NCAC 026.0200] Design, installation, operation, and maintenance of all sediment and erosion control measures shall be equal to or exceed the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the NCDOT Sediment and Erosion Control Manual. All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor -owned or leased borrow pits associated with the project. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. Reclamation measures and implementation shall comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS-I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the sedimentation and erosion control designs shall comply with the requirements set forth in 15A NCAC 046 .0124, Design Standards in Sensitive Watersheds. 6. Sediment and erosion control measures shall not be placed in wetlands or waters except within the footprint of temporary or permanent impacts authorized under this Certification. Exceptions to this condition require application to and written approval from DWR. [15A NCAC 02H .0501 and .0502] 7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along streambanks or within wetlands. Exceptions to this condition require application to and written approval from DWR. [15A NCAC 02B .0201] Page 5 of 11 GC4139 8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction projects that disturb one (1) or more acres of land. The NCG010000 Permit allows stormwater to be discharged during land disturbing construction activities as stipulated in the conditions of the permit. If the project is covered by this permit, full compliance with permit conditions including the erosion & sedimentation control plan, inspections and maintenance, self -monitoring, record keeping and reporting requirements is required. [15A NCAC 02H .0506(b)(5) and (c)(5)] The North Carolina Department of Transportation (NCDOT) shall be required to be in full compliance with the conditions related to construction activities within the most recent version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H 0506(b)(5) and (c)(5)] 9. All work in or adjacent to streams shall be conducted so that the flowing stream does not come in contact with the disturbed area. Approved best management practices from the most current version of the NC Sediment and Erosion Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize excavation in flowing water. Exceptions to this condition require application to and written approval from DWR. 15A NCAC 02H .0506(b)(3) and (c)(3)] 10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish spawning, or bird nesting), then biological monitoring may be required at the request of other state or federal agencies and coordinated with these activities. [15A NCAC 02H 0506(b)(2) and 15A NCAC 04B .0125] All moratoriums on construction activities established by the NC Wildlife Resources Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to this condition require written approval by the resource agency responsible for the given moratorium. A copy of the approval from the resource agency shall be forwarded to DWR. Work within a designated trout watershed of North Carolina (as identified by the Wilmington District of the US Army Corps of Engineers), or identified state or federal endangered or threatened species habitat, shall be coordinated with the appropriate WRC, USFWS, NMFS, and/or DMF personnel. 11. Culverts shall be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of the stream above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing the depth of the stream in connection with the construction activity. The width, height, and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)] Page 6 of 11 GC4139 Placement of culverts and other structures in streams shall be below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow passage of water and aquatic life. If multiple pipes or barrels are required, they shall be designed to mimic the existing stream cross section as closely as possible including pipes or barrels at flood plain elevation and/or sills where appropriate. Widening the stream channel shall be avoided. When topographic constraints indicate culvert slopes of greater than 5%, culvert burial is not required, provided that all alternative options for flattening the slope have been investigated and aquatic life movement/connectivity has been provided when possible (e.g. rock ladders, cross vanes, etc.). Notification, including supporting documentation to include a location map of the culvert, culvert profile drawings, and slope calculations, shall be provided to DWR 60 calendar days prior to the installation of the culvert. When bedrock is present in culvert locations, culvert burial is not required provided that there is sufficient documentation of the presence of bedrock. Notification, including supporting documentation such as, a location map of the culvert, geotechnical reports, photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the installation of the culvert. If bedrock is discovered during construction, then DWR shall be notified by phone or email within 24 hours of discovery. If other site -specific topographic constraints preclude the ability to bury the culverts as described above and/or it can be demonstrated that burying the culvert would result in destabilization of the channel, then exceptions to this condition require application to and written approval from DWR. Installation of culverts in wetlands shall ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. When roadways, causeways, or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges shall be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in destabilization of streams or wetlands. The establishment of native woody vegetation and other soft stream bank stabilization techniques shall be used where practicable instead of rip -rap or other bank hardening methods. 12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across the bridge and pre-treated through site -appropriate means to the maximum extent practicable (e.g. grassed swales, pre -formed scour holes, vegetated buffers, etc.) before entering the stream. -Exceptions to this condition require application to and written approval from DWR. [15A NCAC 02H .0506(b)(5)] Page 7 of 11 GC4139 13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and Local regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of contact between the fertilizer and surface waters. [15A NCAC 02B .0200 and 15A NCAC 026 .0231] 14. If concrete is used during construction, then all necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts uncured concrete shall not be discharged to waters of the state. 15A NCAC 02B .0200] 15. All proposed and approved temporary fill and culverts shall be removed and the impacted area shall be returned to natural conditions within 60 calendar days after the temporary impact is no longer necessary. The impacted areas shall be restored to original grade, including each stream's original cross sectional dimensions, planform pattern, and longitudinal bed profile. For projects that receive written approval, no temporary impacts are allowed beyond those included in the application and authorization. All temporarily impacted sites shall be restored and stabilized with native vegetation. [15A NCAC 02H 0506(b)(2) and (c)(2)] 16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be installed as outlined in the most recent edition of the North Carolina Sediment and Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual or the North Carolina Department of Transportation Best Management Practices for Construction and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)] 17. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of temporarily disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All rip -rap shall be placed such that the original stream elevation and streambank contours are restored and maintained. Placement of rip -rap or other approved materials shall not result in de -stabilization of the stream bed or banks upstream or downstream of the area or in a manner that precludes aquatic life passage. 15A NCAC 02H .0506(b)(2)] 18. Any rip -rap used for stream or shoreline stabilization shall be of a size and density to prevent movement by wave, current action, or stream flows and shall consist of clean rock or masonry material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed except in specific areas required for velocity control and to ensure structural integrity of bank stabilization measures. [15A NCAC 02H .0506(b)( 2)] 19. Applications for rip -rap groins proposed in accordance with 15A NCAC 07H .1401 (NC Division of Coastal Management General Permit for construction of Wooden and Rip -rap Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design and construction specified in 15A NCAC 07H .1405. Page 8 of 11 GC4139 20. All mechanized equipment operated near surface waters shall be inspected and maintained regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic materials. Construction shall be staged in order to minimize the exposure of equipment to surface waters to the maximum extent practicable. Fueling, lubrication and general equipment maintenance shall be performed in a manner to prevent, to the maximum extent practicable, contamination of surface waters by fuels and oils. [15A NCAC 02H .0506(b)(3) and (c)(3) and 15A NCAC 02B .0211(12)] 21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to minimize soil disturbance. [15A NCAC 02H .0506(b)(3) and (c)(3)] 22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25 gallons or more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours. 23. If an environmental document is required under the State Environmental Policy Act (SEPA), then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental document is required under the National Environmental Policy Act (NEPA), then this General Certification is not valid until a Categorical Exclusion, the Final Environmental Assessment, or Final Environmental Impact Statement is published by the lead agency [15A NCAC 01C .0107(a)] 24. This General Certification does not relieve the applicant of the responsibility to obtain all other required Federal, State, or Local approvals before proceeding with the project, including those required by, but not limited to Sediment and Erosion Control, Non - Discharge, Water Supply Watershed, and Trout Buffer regulations. 25. The applicant and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal Law. If DWR determines that such standards or laws are not being met, including failure to sustain a designated or achieved use, or that State or Federal law is being violated, or that further conditions are necessary to assure compliance, then DWR may revoke or modify a written authorization associated with this General Water Quality Certification. 15A NCAC 02H .0507(d)] 26. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this Certification. A copy of this Certification, including all conditions shall be available at the project site during the construction and maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and c)(2)] Page 9 of 11 GC4139 27. When written authorization is required for use of this Certification, upon completion of all permitted impacts included within the approval and any subsequent modifications, the applicant shall be required to return a certificate of completion (available on the DWR website https://edocs.deg.nc.gov/Forms/Certificate-of-Completion). [15A NCAC 02H 0502(f)] 28. Additional site -specific conditions, including monitoring and/or modeling requirements, may be added to the written approval letter for projects proposed under this Water Quality Certification in order to ensure compliance with all applicable water quality and effluent standards. [15A NCAC 02H .0507(c)] 29. If the property or project is sold or transferred, the new permittee shall be given a copy of this Certification (and written authorization if applicable) and is responsible for complying with all conditions. [15A NCAC 02H .0501 and .0502] GENERAL CERTIFICATION ADMINISTRATION: 1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401 Water Quality General Certification must include the appropriate fee. An applicant for a CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a Water Quality Certification is required shall only make one payment to satisfy both agencies; the fee shall be as established by the Secretary in accordance with 143-215.3D(e)(7). 2. This Certification neither grants nor affirms any property right, license, or privilege in any waters, or any right of use in any waters. This Certification does not authorize any person to interfere with the riparian rights, littoral rights, or water use rights of any other person and this Certification does not create any prescriptive right or any right of priority regarding any usage of water. This Certification shall not be interposed as a defense in any action respecting the determination of riparian or littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Certification to possess any prescriptive or other right of priority with respect to any other consumptive user regardless of the quantity of the withdrawal or the date on which the withdrawal was initiated or expanded. 3. This Certification grants permission to the Director, an authorized representative of the Director, or DWR staff, upon the presentation of proper credentials, to enter the property during normal business hours. [15A NCAC 02H .0502(e)] 4. This General Certification shall expire on the same day as the expiration date of the corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect on the date of issuance of Certification for a specific project shall remain in effect for the life of the project, regardless of the expiration date of this Certification. This General Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the corresponding Nationwide Permits and/or Regional General Permits or when deemed appropriate by the Director of the Division of Water Resources. Page 10 of 11 GC4139 5. Non-compliance with or violation of the conditions herein set forth by a specific project may result in revocation of this General Certification for the project and may also result in criminal and/or civil penalties. 6. The Director of the North Carolina Division of Water Resources may require submission of a formal application for Individual Certification for any project in this category of activity if it is deemed in the public's best interest or determined that the project is likely to have a significant adverse effect upon water quality, including state or federally listed endangered or threatened aquatic species, or degrade the waters so that existing uses of the water or downstream waters are precluded. History Note: Water Quality Certification (WQC) Number 4139 issued December 1, 2017 replaces WQC 4092 issued March 3, 2017; WQC 3890 issued March 19, 2012; replaces WQC Number 3821 issued April 6, 2010; WQC Number 3631 issued March 19, 2007; WQC 3402 issued March 28, 2003; WQC Number 3362, issued March 18, 2002; WQC 3287, issued June 1, 2000; WQCs 3106 and 3108 issued February 11, 1997. Page 11 of 11