Loading...
HomeMy WebLinkAboutSAW-2021-00067_Initial Proffered Permit_Slocum Road Project DEPARTMENT OF THE ARMY WILMINGTON DISTRICT,CORPS OF ENGINEERS g WASHINGTON REGULATORY FIELD OFFICE n 2407 W 5T"STREET WASHINGTON,NORTH CAROLINA 27889 April 14, 2022 Regulatory Division Action ID: SAW-2021-00067 Mr. George Radford United States Marine Corps Air Station Cherry Point Environmental Affairs Department, MCAS PSC Box 8006 Cherry Point,North Carolina Dear Mr. Radford: In accordance with your written request of March 24, 2021, and the ensuing administrative record, enclosed is a Department of the Army permit to fill 6.13 acres of wetlands, 0.12 acres of jurisdictional tributaries (ditches), and 242 linear feet (LF) of stream, associated with relocating and widening Slocum Road from two lanes to four lanes and construct an additional concrete two- lane bridge with a pedestrian lane over Slocum Creek, in Craven County,North Carolina. You should acknowledge that you accept the terms and conditions of the enclosed permit by electronically signing and dating the document in the spaces provided("Permittee" on page 3). Your signature, as Permittee, indicates that, as consideration for the issuance of this permit, you voluntarily accept and agree to comply with all of the terms and conditions of this permit. All pages of the signed permit with drawings should then be returned to this office for final authorization. This correspondence contains an initial proffered permit for the above-described site. If you object to this decision, 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 decision you must submit a completed RFA form to the following address: District Engineer, Wilmington Regulatory Division Attn: Ms. Emily Thompson 69 Darlington Avenue Wilmington,North Carolina 28403 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 June 13, 2022. **It is not necessary to submit an RFA form to the Division Office if you do not object to the decision in contained in this correspondence.** After the permit is authorized in this office, the original copy will be returned to you; the duplicate copy will be permanently retained in this office. If you have questions,please contact Ms. Emily Thompson at the Washington Regulatory Field Office, telephone 910-251-4629, or email emily.b.thompson@usace.army.mil. Thank you in advance for completing our Customer Survey Form. This can be accomplished by visiting our web site at http://corpsmapu.usace.army.mil/cm—apex/p.p=136:4:0 and completing the survey on-line. We value your comments and appreciate your taking the time to complete a survey each time you interact with our office. For the Regulatory Division Chief, Almeler Acting Field Office Chief Washington Regulatory Enclosures Cc (via email with enclosures) NC DEQ, DCM—Daniel Govoni - daniel. o�kncdenr.gov NC DEQ, DWR—Garcy Ward- garcy.ward(&ncdenr.gov NC DEQ, DMS—Kelly Williams - Kelly.williams&ncdenr.gov USACE, Regulatory Division—Todd Tugwell -todd.j.tugwell(&usace.army.mil Kimley-Horn—Jason Hartshorn-jason.hartshomkkimley-hom.com DEPARTMENT OF THE ARMY WILMINGTON DISTRICT,CORPS OF ENGINEERS WASHINGTON REGULATORY FIELD OFFICE n 2407 W 5T"STREET WASHINGTON, NORTH CAROLINA 27889 DEPARTMENT OF THE ARMY PERMIT Permittee: Mr. George Radford,United States Marine Corps Air Station Cherry Point Permit No.: SAW-2021-00067 Issuing Office: CESAW-RG-W NOTE: The term"you"and its derivatives,as used in this permit,means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: To fill 6.13 acres of wetlands, 0.12 acres of jurisdictional tributaries (ditches), and 242 linear feet (LF) of stream, associated with relocating and widening Slocum Road from two lanes to four lanes and construct an additional concrete two-lane bridge with a pedestrian lane over Slocum Creek,in Craven County,North Carolina. Project Location:The U.S.Marine Corps(USMC)Marine Corps Air Station(MCAS)Cherry Point is in southeastern Craven County and bordered to the north by the Neuse River and the Croatan National Forest to the south.The project is located along Slocum Road,which has an existing Entry Control Facility(ECF)providing access into MCAS Cherry Point from the west via US 70.The project continues approximately 1.25 miles east toward the existing bridge on Slocum Road over Slocum Creek.The project terminates on the eastern side of Slocum Creek,just west of the intersection of Slocum Road at Roosevelt Boulevard.The proposed project is located entirely within the MCAS Cherry Point installation and zoned as Military Reserve(MR)in Havelock,Craven County,North Carolina(NC).Parcel Index Number: 6-060-065.2. General Conditions: 1. The time limit for completing the work authorized ends on December 31, 2027. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office,which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit,you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project,you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience,a copy of the certification is attached if it contains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit, Special Conditions: SEE ATTACHED SPECIAL CONDITIONS Further Information: 1. Congressional Authorities:You have been authorized to undertake the activity described above pursuant to: ( ) Section 10 of the Rivers and Harbors Act of 1899(33 U.S.C.403). (X) Section 404 of the Clean Water Act(33 U.S.C. 1344). O Section 103 of the Marine Protection,Research and Sanctuaries Act of 1972(33 U.S.C. 1413). 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal,state,or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal project. 3. Limits of Federal Liability. In issuing this permit,the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons,property,or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification,suspension,or revocation of this permit. 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 5. Reevaluation of Permit Decision. This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false,incomplete, or inaccurate(See 4 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions. General condition 1 establishes a time limit for the completion of the activity authorized by this permit, unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision,the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. (PERMITTEE) Mr.George Radford,MCAS Cherry Point (DATE) This permit becomes effective when the Federal official,designated to act for the Secretary of the Army,has signed below. FOR THE COMMANDER (DATE) Benjamin A.Bennett,District Commander When the structures or work authorized by this permit are still in existence at the time the property is transferred,the terms and conditions of this permit will continue to be binding on the new owner(s)of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. (TRANSFEREE) (DATE) *U.S.GOVERNMENT PRINTING OFFICE:1986-717-425 Special Conditions Action ID. SAW-2021-00067 Project P134 Perimeter Security Compliance, Slocum Road Entry Control Facility 1. Work Limits: All work authorized by this permit shall be performed in strict compliance with the attached permit plans entitled, Wetland Impacts Exhibit, Wetland Impacts Cross Sections, & Treatment Swale Exhibit, dated July 15, 2021, 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. 2. Borrow and Waste: To ensure that all borrow and waste activities occur on high ground and do not result in the degradation of adjacent waters and wetlands, except as authorized by this permit, the Permittee shall require its contractors and/or agents to identify all areas to be used as borrow and/or waste sites associated with this project. The Permittee shall provide the U.S. Army Corps of Engineers with appropriate maps indicating the locations of proposed borrow and/or waste sites as soon as such information is available. The Permittee shall submit to the Corps site-specific information needed to ensure that borrow and/or waste sites comply with all applicable Federal requirements, to include compliance with the Endangered Species Act and the National Historic Preservation Act, such as surveys or correspondence with agencies (e.g., the USFWS, the NC-HPO, etc.). The required information shall also include the location of all aquatic features, if any, out to a distance of 400 feet beyond the nearest boundary of the site. The Permittee shall not approve any borrow and/or waste sites before receiving written confirmation from the Corps that the proposed site meets all Federal requirements, whether or not waters of the U.S., including wetlands, are located in the proposed borrow and/or waste site. All delineations of aquatic sites on borrow and/or waste sites shall be verified by the U.S. Army Corps of Engineers and shown on the approved reclamation plans. The Permittee shall ensure that all borrow and/or waste sites comply with Special Condition 3 of this permit. Additionally, the Permittee shall produce and maintain documentation of all borrow and waste sites associated with this project. This documentation will include data regarding soils, vegetation, hydrology, any delineation(s) of aquatic sites, and any jurisdictional determinations made by the Corps to clearly demonstrate compliance with Special Condition 3. All information will be available to the U.S. Army Corps of Engineers upon request. The Permittee shall require its contractors to complete and execute reclamation plans for each borrow and/or waste site and provide written documentation that the reclamation plans have been implemented and all work is completed. This documentation will be provided to the U.S. Army Corps of Engineers within 30 days of the completion of the reclamation work. 3. Unauthorized Dredge and/or Fill: Except as authorized by this permit or any U.S. Army Corps of Engineers approved modification to this permit, no excavation, fill, or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this project, within waters or wetlands, or shall any activities take place that cause the degradation of waters or wetlands. There shall be no excavation from, 1 waste disposal into, or degradation of, jurisdictional wetlands or waters associated with this permit without appropriate modification of this permit, including appropriate compensatory mitigation. This prohibition applies to all borrow and waste activities connected with this project. In addition, except as specified in the plans attached to this permit, no excavation, fill, or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this project, in such a manner as to impair normal flows and circulation patterns within, into, or out of waters or wetlands or to reduce the reach of waters or wetlands. 4. Permit Distribution: 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 permit. A copy of this permit, including all conditions and drawings shall be available at the project site during construction and maintenance of this project. 5. Preconstruction Meeting: The Permittee shall conduct an onsite preconstruction meeting between its representatives, the contractor's representatives, and the appropriate U.S. Army Corps of Engineers Project Manager prior to undertaking any work within jurisdictional waters and wetlands to ensure that there is a mutual understanding of all terms and conditions contained within the Department of the Army permit. The Permittee shall schedule the preconstruction meeting for a time frame when the Corps, NCDCM, and NCDWR Project Managers can attend. The Permittee shall invite the Corps, NCDCM, and NCDWR Project Managers a minimum of thirty (30) days in advance of the scheduled meeting in order to provide those individuals with ample opportunity to schedule and participate in the required meeting. The thirty (30) day requirement can be waived with the concurrence of the Corps. 6. Notification of Construction Commencement and Completion: The Permittee shall notify the U.S. Army Corps of Engineers in writing prior to beginning the work authorized by this permit and again upon completion of the work authorized by this permit. 7. Reporting Address: All reports, documentation, and correspondence required by the conditions of this permit shall be submitted to the following: U.S. Army Corps of Engineers, Wilmington District Washington Regulatory Field Office, Attn: Ms. Emily Thompson, 2407 West 5t" Street, Washington NC 27889, or Emily.b.thompson@usace.army.mil. The Permittee shall reference the following permit number, SAW-2021-00067, on all submittals. 8. Permit Revocation: The Permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of the work will, without expense to the United States and in such time and manner as the Secretary of the Army or his authorized representative may direct, restore the water or wetland to its pre-project condition. 2 9. Reporting Violations: Violation of these permit conditions or violation of Section 404 of the Clean Water Act or Section 10 of the Rivers and Harbors Act shall be reported to the Corps in writing and by telephone at: 910-251-4629 within 24 hours of the Permittee's discovery of the violation. 10. Endangered Species Act: The Permittee shall implement all necessary measures to ensure the authorized activity does not kill, injure, capture, harass, or otherwise harm any federally listed threatened or endangered species. While accomplishing the authorized work, if the Permittee discovers or observes an injured or dead threatened or endangered species, the U.S. Army Corps of Engineers, Wilmington District Washington Regulatory Field Office, Attn: Ms. Emily Thompson at 910-251-4629, or Emily.b.thompsonC@usace.army.mil will be immediately notified to initiate the required Federal coordination. 11. Maintain Flows and Circulation Patterns of Waters: Except as specified in the plans attached to this permit, no excavation, fill, or mechanized land-clearing activities shall take place at any time in the construction or maintenance of this project, in such a manner as to impair normal flows and circulation patterns within waters or wetlands or to reduce the reach of waters and/or wetlands. 12. Sediment and Erosion Control: a. During the clearing phase of the project, heavy equipment shall not be operated in surface waters or stream channels. Temporary stream crossings will be used to access the opposite sides of stream channels. All temporary diversion channels and stream crossings will be constructed of non-erodible materials. Grubbing of riparian vegetation will not occur until immediately before construction begins on a given segment of stream channel. b. No fill or excavation impacts for the purposes of sedimentation and erosion control shall occur within jurisdictional waters, including wetlands, unless the impacts are included on the plan drawings and specifically authorized by this permit. This includes, but is not limited to, sediment control fences and other barriers intended to catch sediment losses. c. The Permittee shall remove all sediment and erosion control measures placed in waters and/or wetlands, and shall restore natural grades on those areas, prior to project completion. d. The Permittee shall use appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" to ensure compliance with the appropriate turbidity water quality standard. Erosion and sediment control practices shall be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to ensure compliance with the appropriate turbidity water quality standards. This 3 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 shall remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). Adequate sedimentation and erosion control measures shall be implemented prior to any ground disturbing activities to minimize impacts to downstream aquatic resources. These measures shall be inspected and maintained regularly, especially following rainfall events. All fill material shall be adequately stabilized at the earliest practicable date to prevent sediment from entering into adjacent waters or wetlands. 13. Clean Fill: The Permittee shall use only clean fill material for this project. The fill material shall be free of items such as trash, construction debris, metal and plastic products, and concrete block with exposed metal reinforcement bars. Soils used for fill shall not be contaminated with any toxic substance in concentrations governed by Section 307 of the Clean Water Act. Unless otherwise authorized by this permit, all fill material placed in waters or wetlands shall be generated from an upland source. 14. Water Contamination: All mechanized equipment shall be regularly inspected and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of petroleum products or any other hazardous waste, the Permittee shall immediately report it to the N.C. Division of Water Resources at (919) 733-3300 or (800) 858-0368 and provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act shall be followed. 15. Aquatic Life Movement: No activity may substantially disrupt the necessary life cycle movements of those species of aquatic life indigenous to the waterbody, including those species that normally migrate through the area. All discharges of dredged or fill material within waters of the United States shall be designed and constructed to maintain low flows to sustain the movement of aquatic species. 16. Prohibitions on Concrete: The Permittee shall take measures necessary to prevent live or fresh concrete, including bags of uncured concrete, from coming into contact with any water in or entering into waters of the United States. Water inside coffer dams or casings that has been in contact with concrete shall only be returned to waters of the United States when it no longer poses a threat to aquatic organisms (concrete is set and cured). 17. Compensatory Mitigation: In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit. 4 18. Culverts: a. Unless otherwise requested in the application and depicted on the approved permit plans, culverts greater than 48 inches in diameter shall be buried at least one foot below the bed of the stream. Culverts 48 inches in diameter and less shall be buried or placed on the stream bed as practicable and appropriate to maintain aquatic passage, and every effort shall be made to maintain existing channel slope. The bottom of the culvert shall be placed at a depth below the natural stream bottom to provide for passage during drought or low flow conditions. Culverts shall be designed and constructed in a manner that minimizes destabilization and head cutting. b. Measures shall be included in the culvert construction/installation that will promote the safe passage of fish and other aquatic organisms. The dimension, pattern, and profile of the stream above and below a culvert or pipe 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 opening shall be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. Spring flow should be determined from gauge data, if available. In the absence of such data, bankfull flow can be used as a comparable level. c. The Permittee shall implement all reasonable and practicable measures to ensure that equipment, structures, fill pads, work, and operations associated with this project do not adversely affect upstream and/or downstream reaches. Adverse effects include, but are not limited to, channel instability, flooding, and/or stream bank erosion. The Permittee shall routinely monitor for these effects, cease all work when detected, take initial corrective measures to correct actively eroding areas, and notify this office immediately. Permanent corrective measures may require additional authorization by the U.S. Army Corps of Engineers. d. Culverts placed within wetlands must be installed in a manner that does not restrict the flows and circulation patterns of waters of the United States. Culverts placed across wetland fills purely for the purposes of equalizing surface water shall not be buried, but the culverts must be of adequate size and/or number to ensure unrestricted transmission of water. 19. As-Built Construction Plans: Within 60 days following the completion of construction, the Permittee shall submit to the Corps as-built plans for those portions that affect waters of the United States, including wetlands. The as-built plans shall include all grading, structures, and activities in or affecting waters and/or wetlands. 5 a ENEEk-- ION O MINISTRATIVE APPEAL OPTIONS AND PR CESS AND REQUEST FOR APPEAL Applicant: Mr.George Radford,United States Marine File Number: SAW-2021-00067 Date: April 14,2022 Corps Air Station Cherry Point Attached is: See Section below INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A PROFFERED PERMIT Standard Permit or Letter ofpermission) 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.gM.mil/Missions/CivilWorks/Re latoiyProgramandPermits.aspx 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 11 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 11 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 If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer,Wilmington Regulatory Division, Mr. Jason Steele,Administrative Appeal Review Officer Attn: Ms.Emily Thompson CESAD-PDO Washington Regulatory Field Office U.S.Army Corps of Engineers, South Atlantic Division 2407 West 5th Street 60 Forsyth Street,Room 10M15 Washington,NC 27889 Atlanta,Georgia 30303-8801 910-251-4629 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 opportuni to participate in all site investi ations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer,Wilmington Regulatory Division,Attn: Ms.Emily Thompson,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 U.S. ARMY CORPS OF ENGINEERS Wilmington District Compensatory Mitigation Responsibility Transfer Form Permittee: Mr.George Radford, U.S. MCAS Cherry Point Action ID:SAW-2021-00067 Project Name: Project P134 Perimeter Security Compliance,Slocum Road Entry Control Facility County:Craven Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that Wilmington District Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one Mitigation Sponsor will be used to provide the mitigation associated with the permit,or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate Mitigation Sponsors. Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released and are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and provide a copy of the signed form and the updated ledger to the Permittee, the Project Manager who issued the permit, the Bank Project Manager, and the District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements Permitted Impacts Requiring Mitigation*: 8-digit HUC and Basin:03020204, Neuse River Basin Stream Impacts(linear feet) Wetland Impacts(acres) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal 242 0.16 5.97 *If more than one mitigation sponsor will be used for the permit,only include impacts to be mitigated by this sponsor. Compensatory Mitigation Requirements: 8-digit HUC and Basin:03020204, Neuse River Basin Stream Mitigation (credits) Wetland Mitigation (credits) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal 484 0.27 5.97 Mitigation Site Debited: NCDMS (List the name of the bank to be debited.For umbrella banks,also list the specific site. For NCDMS,list NCDMS. If the NCDMS acceptance letter identifies a specific site, also list the specific site to be debited). Section to be completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document(see the table above), associated with the USACE Permittee and Action ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the Wilmington District,are currently available at the mitigation site identified above. Further,I understand that if the Sponsorfails to provide the required compensatory mitigation,the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Name: Name of Sponsor's Authorized Representative: Signature of Sponsor's Authorized Representative Date of Signature Page 1 of 2 Form Date July 7, 2020 USACE Wilmington District Compensatory Mitigation Responsibility Transfer Form, Page 2 Conditions for Transfer of Compensatory Mitigation Credit: • Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized impacts conducted by the North Carolina Department of Transportation(NCDOT),construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by NCDMS must be provided to the District within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the District has received this form,confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Sponsor,and in the USACE administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District Project Manager(address below) is provided with a signed copy of this form. • If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the District, the Sponsor must obtain case-by-case approval from the District Project Manager and/or North Carolina Interagency Review Team(NCIRT). If approved, higher mitigation ratios may be applied,as per current District guidance and a new version of this form must be completed and included in the District administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions:A letter from NCDMS,confirming they are willing and able to accept the applicant's compensatory mitigation responsibility.dated December 27, 2021 was obtained for this project. This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the District Project Manager at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District Mitigation Office,3331 Heritage Trade Drive,Suite 105, Wake Forest,NC27587(or by email to SAWMIT@usace.army.mil). Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office. USACE Project Manager: Emily B.Thompson USACE Field Office: Washington Regulatory Field Office US Army Corps of Engineers 2407 West Fifth Street Washington, NC 27889 Email: emily.b.thompson@usace.army.mil April 14,2022 i min to ro'ec anager Signature Date of Signature Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at http://ribits.usace.army.mi1. Page 2 of 2 1 2 3 4 5 a a ¢ 0 D D Z Site 1 IL ° U U) W cl co S L Site 2 LO LOD XA IJ 100+00 -_ �HI-H 1+-I — w all- — Site 3 as . �o •o�EsS1p•• ��.: •X�� FT - � I \\ : : : : ::. .: : : : •_. . . j/ I ��)� _ =4 SEAL r _ 050975 308 r . . . J : 9'. 1/28/202 • y • • - • . . . . .-•. . . . . Site 4 � �- � � ;� �. y . Site 8 �:' .: . . . . . . . _ y . , Site 5 T .. :.'.....: ..• .,: ( / I\s� Ij(. I O r �jr ►�rrr��«�� sou l / �. \ / 3 \` .. . .�.. t Site 7 ] � � � . - � `'_,• , �� _ — 1 11 � I f tl xoSite 6 Y / 0 1 \ ° -- o • _. . \\\� - SJ ^ff ( � 11 l//I fop APPROVED r 1 = FOR COMMANDER NAVFAC ACnmr I ° _a87 Site 9 sAnsFAcroRr TO DATE MM/DD/YY W1. Qu coa Des EAS I oRw TMG ICHKI RMN ��� �— ) I ..vim \\ 'Wlry\ PM/DM ---- � � �r 1 �� 6 � Site 10 BRANCH MANAGER o i ^ — \��\ CHIEF ENG/ARCH 0-1 FIRE PROTECTION I � 4i U Il \ B \ \� z Q > Z B / Y O � of Z I U 0 o} z z g i U) � z a o� w o Lu >- Q U) (ifV J g _z > W Z Z z 2 w t U Q U) LLJ Lu 0 J d z (DQ 0° z w W w m � O W � C-) Up x < � � Q w Z Qw � O u > � pC 3 z >- U oI C/) (� C`3 LJJ CU I04 LEE U) O Z Q (/) Q 0 ZU z 0 � LLJ N w Q w_ _ w Q U) c") o LL a r A z A W Z " W M � nz d Q Q L f NORTH Q a o o � 2i 0 SCALE: GRAPHIC n EPROJECT NO.: 1565548 CONSTR.CONTR.NO. UI OGRAPHIC 50 SCALE300 IN FEET 600 N40085-19-D-9008 Q / NAVFAC DRAWING NO. Y 123456789 SHEET 1 OF 387 z WTL300 W J L� 1 2 3 4 5 DRAWFORM REVISION:25 AUGUST 2020 1 2 3 4 5 WETLAND IMPACT LEGEND %' / PERMANENT IMPACT - WETLAND: �i' �'i' /' i'o° moo / // / PERMANENT IMPACT - DITCH: U. //�o // ,/ / - / ,z PERMANENT IMPACT - STREAM: / �° �' /�' � �/' / , GAF o _ / / / / �/ PERMANENT IMPACT BZ 1 : i /� // / / / / / / / / '\ w o� PERMANENT IMPACT - BZ 2: �B� LINE °� / o , o + + + + + + + TEMPORARY IMPACT - BZ1 : + � X / //' / / N / //C14 // ,� N % /' �' �' \\ � + + + + + + + + + + + + + + + // / \� \\ / / / // / / LOD \ LOD LOD LOD TEMPORARY IMPACT BZ 2: / //' //, ,x / ��7'L �/ ' \ m / / / mll� mm� /, / / .+ CA " /�'/' x /��j /,/�/ / ,�/ �\_ mac _ x x x x x x x \\\ x �— x x - -.$o�o�E...��,���q.10 O , / SEAL 05091 / / , / / / &28/2021 :y .,r rN �� �,. C /' / /' / '/ / - - - -- --- - - - - - - - - - - - --- --- --- -- ••,'►►►rrlMttl■■�■�. SEAL -t f9 / / / `l, / / // / / / / / / , / / / / / / / / / \ / i l \ N '//' - - /' - / ,' o / /' NAVY 0 TRANSPORTATION �' / f - / / / ' /' / + /'/ / //�I \ PARTNERS JV A/E INFO /- -/ / / / / / , // 125 / f / _ N� �/ - SITE 1 : APPROVED - T - C. + / , , �� ,' ,/ / , /, '/'j / ;/' / / v , ' / PERMANENT WETLAND W 1Lci FOR COMMANDER NAVFAC °o / , / / / / / / / z ACTIVITY IMPACT. 1 . 13 AC. 0' SATISFACTORY TO DATE MM/DD/YY \ EAS DRW TMG cHK RMN , / J / / / - - - - - - - - - - � - - - - - - - - - - - - - DES / PM/DM C) / ///// a / / // // z \/ /, /�� / // , / / \ BRANCH MANAGER /!/ CHIEF ENG/ARCH r Lij /�le / / � / / / // --- \ - FIRE PROTECTION 3 / z U Z v �/ / / / �/ /' // / _ - - - - - - -- --- -- -- U J v ,1V/ --- - - - 000 z rn / / / / / _ / u~i ~ a >- w C) ' / � � > W_ w / / U / '/ ' ' \ ' 2 z Q _ N ' / X w C) //� X Q CL m //%'/' j /' \ �' X X X x x x x > w ~ LLJ �' �/ ,'x vv co m � O 0 z ell QO Q LLJ LL Cl Q W vvvv aol Qo GRxP26. cCD� n ULu� z � CL / 1Lu 011 oWAVAN WAWAM \ >\\\ �"' J U \�� ?\\\\\1�� IBD LINE-now , J C") LL O I a W o Q Q Of Q OO�S011� \\\ \\\ o 01 \ \\\\\\ / / \ \ SCALE: GRAPHIC Pl* \\ \\\\�\\\\\\ / / / F\ \\ \\\ EPROJECT NO.: 1565548 \ \ \ j — \ � CONSTR.CONTR.NO. i-)l �` \ GRAPHIC SCALE IN FEET N40085-19-D-9008 \ 01 011 011 / / / \ 0 12.5 25 50 NAVFAC DRAWING NO. Y �, \\���\\ ./ �/ . / \ 123456789 01. 4i \ / SHEET 1 OF 387 z WTL301 J u- A DRAWFORM REVISION:25 AUGUST 2020 14 o o \\ / ' o oIn CD p`, \ LOW LOD +LOD LOD LOD + LOD w \�/ L0D w \ \ \ oo�l° D D x x x x ' ' X x • W �� oo — — _ ///� / o z �1 o I w Q \ P, �ILE 000, / i — _ 30 00 A • SEAL / - a 050975 ' j11/28/2021lepe- y �00 — — ,r 'plilloll„►►►► ,%o, SEAL n D- XXX -7 \ p SD ■■ 1 4 Y4 -- - NAVY w - SITE 3. /� SD 18"RCP - TRANSPORTATION / S / �� D PARTNERS JV VE INFO a; -5 — — — S a�Rovm PERMANENT WETLAND W2 IMPACT: 1 .90 AC. N �� S 24„R / /� SID - - = — — PERMANENT WETLAND W10 IMPACT: 0.42 AC. / SD � \ FOR COMMANDER NAVFAC ACTIVITY PERMANENT JURISDICTIONAL DITCH JD2 L IMPACT: O.O V AC. 1$ n � / / �� SATISFACTORY TO DATE MMIDD/YY // / DES EAS DRw TMG CHK RMN oO / , PM/DM o- SITE 2 : BRANCH MANAGER N / CHIEF ENG/ARCH M / / -6 PERMANENT FIRE PROTECTION / / o U Q B / U �/ Y B Z WETLAND W2 m c) o 2 / / , oho z IMPACT 0 .01 AC . w o GRAPHIC SCALE IN FEET / /�// } Q O W 0 0 12.5 25 50 / �' // '� � Q wU wp J � Q X ' / / ' /' / 4 / / /// // w ro m WETLAND IMPACTS LEGEND , // / / / , / , J o o a �` \ / U LL W 0 (/) 000/1 -2) <PERMANENT IMPACT - WETLAND: // /�/�/ / _� ��/ / /// / // Z LLJ >- CD C. cal — ' / - — — o ' w cr O PERMANENT IMPACT - DITCH: 1 f — �� /�/ / l 1 1 = Z Q U) z o � w PERMANENT IMPACT - STREAM: - T _ / / / / cn > _j // // / //// z � Q / w Q co M PERMANENT IMPACT - BZ 1 : / / / /// / Lij a 3 0 / / oQW r N �` '/ // /'/ z w Q o �` / - - - - > — i/ J � zo Z PERMANENT IMPACT - BZ 2: a g < w o Q \� mill I 0 + + + + + + CD O�o X X / \ U SCALE: GRAPHIC + + + + + + + / + ' + ' + ' TEMPORARY IMPACT - BZ 1 : / // + + + + + + + / EPROJECT NO.: 1 565548 % +++++++++++++ / \ � CONSTR.CONTR.NO. cl + + + + + + \00� // / / / ` N40085-19-D-9008 // /// / , \ \ NAVFAC DRAWING NO. Y TEMPORARY IMPACT BZ 2: \\ 001/// C-1 / / 123456789 SHEET 1 OF 387 z WTL302 J L 1 2 3 4 5 DRAWFORM REVISION:25 AUGUST 2020 1 2 3 4 5 a a 0 WETLAND IMPACTS LEGEND D . PERMANENT IMPACT - WETLAND: D /0 0 o PERMANENT IMPACT - DITCH: 0- p / U O ° O `Q0 o +- LOD PERMANENT IMPACT - STREAM: AD LOD LOD � x PERMANENT IMPACT - BZ 1 : x x x x .Ad hlow PERMANENT IMPACT - BZ 2: -- D-8 ,- ILE TEMPORARY IMPACT - BZ1 : TEMPORARY IMPACT BZ 2: �� •o�E����y'�q ': o _ �•� SEAL �ro• _ U' = 050975 — I l/28/2024. .y "111111tttt SEAL 4 N SITE 3 : o - N PERMANENT WETLAND W2 IMPACT: 1 .90 AC. NAVY PERMANENT WETLAND W 10 IMPACT: 0 .42 AC. TRANSPORTATION PA RT N E R5 J V A/E INFO PERMANENT JURISDICTIONAL DITCH JD2 APPROVED IMPACT: 0 .06 AC. i� FOR COMMANDER NAVFAC ACTMTY 30..RCP — — / x t S - x X � X X X SATISFACTORY TO DATE MM/DD/YY PM/DM BRANCH MANAGER -- - - -� a - - M CHIEF ENG/ARCH C. FIRE PROTECTION U m B _ — — Q z B a _ W / w � ° - X z J m \ X \ w w u' O m w O-A o U � w Qn CCU \ — Lu _ _ _ - - - - - -/// / �/ / I \\ _ J \� \ I LLJ w O U a i/ / / 1 nO \ i \ \ / \ I I LJJ C!) / Q U Q o L1 Q Cn CO o LLOf a r A � � A (N w O M ~ o U � z � W a Q a I Q , �� w O�C. SCALE: GRAPHIC r EPROJECT NO.: 1565548 CONSTR.CONTR.NO. �I GRAPHIC SCALE IN FEET N40085-19-D-9008 m 0 12.5 25 50 NAVFAC DRAWING NO. Y 123456789 SHEET 1 OF 387 z WTL303 w J 1 2 3 4 5 1;11 I11 II III I�I i \\\ I a � 'm` o AL II,I IIII II \\\ NIL Nlu D , I ''11► I11 I II\`,�, D Ilil� 1 111LAL IIIIIIIIiiii Illlil �� -NUI lii 11 Z AL -4L 1111 III , I111� 1Ir SITE 4 : \ o PERMANENT WETLAND W6 IMPACT: 2 .51 AC. moo. PERMANENT JURISDICTIONAL DITCH JD1 ► I , II \ / - �`\ I M PACT. 0 .05 AC. � vVl Il1 o0 o o o o o o -NIL o Ln 0 � OD ro x28.83 LOD LOD LOD OD LOD LOD \ I I, II LOD LOD \ \ \ \\ X LOD CA R •, X x31 2 :�o.:•�ESS►0• y o � = • r' � X : 4 SEAL \ X - -' X X X - X X X = 050975 ,m 9 : 1/28/2021'Ay C2 : y SEAL - - - - - - - - - - - • • Ts; x\ G c� o D D D SD D SD —SD— NAVY Lu R S ,m -4 ,m / _ T R A N S P 0 RTAT 10 N SD PART N E RS J V ACE INFO 24„ RCP SO � AL � o APPROVED CV 4 FOR UUMMA PLIK NAVFAC Q � ° ° ALmmrr A ° Q4 AA a snns�AcroRr ro DACE MM/DDIYY Lu o ` DES EAS DRW TMG CHK RMN PM/DM O d BRANCH MANAGER Cl FIRE PROTECTION ¢ U w z ' z Z I� 1 ` 'Nc 'm` ov � o 1 2 �U_ H Z ,OLr 2 � z a rn � � o _ } Q W \ ` U) � U wz ,,� w U Q u' Lu J 1 1 - z Q C� m M / z G ~ UJIWETLAND IMPACTS LEGEND ,'// � 0 o � U Up x Q Q w JLu _ O Cn 3 PERMANENT IMPACT - WETLAND: z >- ZD Q W All CB -CB z U) U — PERMANENT IMPACT - DITCH: 1s�� RdP I E_2 \ w J z ''"` ,,,,� p I I z U 0 — LLJ ,Iu V) w PERMANENT IMPACT - STREAM: �� \� `� — � _ z PERMANENT IMPACT - BZ 1 : _ — ' / / a / — —I a T A _ - - - - -/ /�� o Q w o 0 A - -� // > U fN _ 1 / ✓ 0 / LLu Q O UJ PERMANENT IMPACT - BZ 2: ' a Q Lu o 0 rn + + + + + + + + + + + + + + / SCALE: GRAPHIC + EPROJECTNO.: 1565548 +++;+;+;+;+++ TEMPORARY IMPACT - BZ 1 : ' + + + + + + + + + + + + + + CONSTR.CONTR.NO. N40085-19-D-9008 m GRAPHIC SCALE IN FEET NAVFAC DRAWING NO. Y TEMPORARY IMPACT BZ 2: NORTH o 12.5 25 50 123456789 SHEET OF 387 Z WTL304 1 2 3 4 1 5 DRAWFORM REVISION:25 AUGUST 2020 1 2 3 4 5 WETLAND IMPACTS LEGEND ' ' ��._� � -__- Nu w PERMANENT IMPACT - WETLAND: r.o \ STREAM PERMANENT IMPACT - DITCH: D ''/%/ / PERMANENT IMPACT - STREAM: :� =-__ - - �— — — \\ \\ \\ / _ _ � , �// D ol _ o o / Lr) PERMANENT IMPACT - BZ 1 : \\ \ _ _ _ _ _ _ _ _ - - - \ \ \\ l i�j�/j' ///� ii�'`' (0 - L0" 'qz cl V PERMANENT IMPACT - BZ 2. / � - - - + \ / / +++++++++++++++++ TEMPORARY IMPACT - BZ 1 : - ` \\ - _ / ti/ % ' - - - TEMPORARY IMPACT BZ 2: \\\ II X / / AA // - - - - - - IN, I / I / / fir// i — SITE 6: CARD PERMANENT WETLAND W3 IMPACT: 0.01 A► . , B _ :�o...�E ,•.�%••_ \ / / _1 � $:moo A' \ PERMANENT JURISDICTIONAL DITCH JD3 IMPACT: 0.01 AC. ' ' ' ' = r= / � / / / / / / � / , � � SEAL - \ _ = 050975 PERMANENT NEUSE RIVER BUFFER ZONE 1 IMPACT: 848 SQ. FT / X / / +OOL r -- ---T - --- \-�----- 1/28/202 ••y \ I I / I / / � - - - - + I - : per'•;`0 1 i:'. •�_ S \ BUFFER � - J ' • .► ,,,..�,, CPERMANENT NEUSE RIVER Z NE 2 2 , 580 SQ. FT M SEAL n \ x � X X 6 F FM F /� FM / ' / ' 'v / \ \\ — / D Ce W — — �D _ F\ �tv� 1 - FM 1 E. SFN� FM. FM FM FM - ' F NAVY _ _ TRANSPORTATION H-9 / X — ' X X X X X X X - PARTNERS JV ACE INFO APPRM I / (c"I V - o r/ ,ri //' /' �' O�� \ FOR COMMANDER NAVFAC ACTMIY Ix k - t V,�— - - - _M M \ \ — 1 I / SATISFACTORY TO DATE MM/DD/YY 2)-- - - - - \ DES EAS DRwTMG CHK RMN 1A/1/ (2) M / M / nn �._ _ I \ _ PM/DM d SD `��' \ 1 I I Y,V ' BRANCH MANAGER o I CHIEF ENG/ARCH SD FIRE PROTECTION Q B k \ SD SD SD I SD / H-1 / / / - / _ _ - - - - - z Y Z B 17L ILL \, \\\ \ o O 2 SRAMB Tg \ \ _ oa WQ�E L WV - 0STREAK >- \ SITE w t Wo O 5. U Q SMHLd I \RIM=27.28 -COCK � o I \ / INV.=20.86 (E) � � , , o , , PERMANENT NEUSE RIVER I �, - \ \ \\ �, \ Ln PLUGGED) \ / l/ / X I / INV.=21.02 (S) ( / / \ I /\ \\ \ \\ \\\\/•. - - - _ _ _ _ - - - - - LLII, / I ; ,'4 24" "° - ' \\ BUFFER ZONE 2 IMPACT: '� `\ \ \ `\ \ ' __ — — - o o / \ 11 \ \ \ _ �/ — — - - - - - - - � o x Ob- I / tj \\ \\ II 285 SQ. FT \- _ _ - - -i w — O w Z / - - - - - - - - - - - - - � "1 + 12 OAK \ I / — I 1 / / / G- -- — ' - - - _ - - U z W U lcl. » —\ 30" PIN�F/ + / l I ///l l — �\ / / / — —A ¢= — z Z Q C/) I 30 PINE + \ /, / / / I \ /i,/ / \ / / / \, SD - ---- = z O w Lu W _ 24" PINE + // I / ;r // J // / I 1 I I — ( S Lu Q J " OAK 15 + / z =Z U�8" OAK _ Q of I 1 r N ' \ /I \ \ / ' / \ /' /' I 30 PINE + _ _ in Z M / \ \ — — — \ / \ Q ¢ Q \ / a o NORT °0 SCALE: GRAPHIC EPROJECT NO.: 1565548 / CONSTR.CONTR.NO. \ r'VII N40085-19-D-9008 \ \ XX> ml GRAPHIC SCALE IN FEET FM. M FM\�— FM \ i 0 12.5 25 50 NAVFAC DRAWING NO. - - - _ - - - - — — � Y - _ 123456789 / SHEET 1 OF 387 z W WTL305 J l. -/lam 1 2 3 4 5 DRAWFORM REVISION:25 AUGUST 2020 1 2 3 4 5 \\ \\ \ \ \ \ \\ � \\� \ \ \ \ \ y \-A Ak 48 �� \ \\ \ \� s�` \ �� SITE 7 : PERMANENT WETLAND W3 IMPACT: 0 . 10 AC. WETLAND IMPACTS LEGEND o o _3 `\ �\ o o PERMANENT STREAM S1 IMPACT. 242 L. F. \ o o\ \ In \ \� \ o Inl I \ o �n PERMANENT IMPACT - WETLAND: ± � + `\ \ \ + `\ + \\' I +I I \ PERMANENT NEUSE RIVER BUFFER ZONE 1 IMPACT: 16,228 SQ. FT \FF�\ PERMANENT NEUSE RIVER BUFFER ZONE 2 IMPACT: 9, 731 SQ. FT \\ D �\\ \\ `� — � \ \ \ \c� \ PERMANENT IMPACT - DITCH: D 00 \�\ C8 PERMANENT IMPACT - STREAM: o I I LOD a \LQD ° \— \ LOD co ---- \ _ \ — - - - - - - - - - r \ PERMANENT IMPACT - BZ 1 : __ --- �- --- -- ` -- --- --� - --- --- --- - --- --- -- --- --- -�---- --- \ \ --- - --- -- - _ --- \ \ - - - - - - - - PERMANENT IMPACT - BZ 2: _ .Ad ++++++++++++++ TEMPORARY IMPACT - BZ 1 : >>> ,Vv\/2s° �NwJ _ TEMPORARY IMPACT BZ 2: SOBS _ /�j \\ \` _► a �� / \ \ \ `g�` >' � F� Fp _ 165+00 , F /s FM F`M ?� \-- — - / M \ FM\ — \� FMB I M =;= ` FNl" I�M — M FM � 1M _ FM �1 FM I + //J �¢:'•�ESS�Q`'•�►, o y .q FLDW o�p/ ° �� —�� / / / � — \ :v. SEAL r: — • 00 . y 17k�\ �tjjlll;llo SEAL \, / --- — — —_ _ - - 12"End / _ M M w _ -�--- -- -- -- -- -- - -- ^tee - - - - NAVY wv W E \1�' RCP / / / // ;/ / / �___ I TRANSPORTATION PARTNERS J V ,/E INFO m L APPROVED // /L�D / v 1 ► \ �� OD /L/y 04 RCP SD \I I > FOR COMMANDER NAVFAC / / / 2:1 // / // ,l lz J l / / /'� i'1\ // I /) \ LOD W Acrnln J' ,�' / c' / O .��� / // �8���' � _ _ — 6" CLAY / .��O�6 �,N����/ l 1 �° l sAns�ACTORv To DACE MM/DD/YY / �� ' C j — F��o v�/oy J / I I-2 DES EA$ DRW TMG CHK RMN dF ��OI p 0 I OO BRANCH MANAGER x co rl) — 2J /// / - / // /00/ / i C7 \ CHIEF ENG/ARCH / / SQ _ ` / / \ I I FIRE PROTECTION if/ I / / !/� So / \ I I / a Y z Z B / / j / / oo /I / / ,f��`' l' ,� e °/ \ I \\ I I I 2 U o B / / / / - I / / / / / / / \ I \ I I I o C) zz / / / / / / I / / � / / / \ I I " z Z g '':LOW / / /// // / / / / // // / �c I \\ I I 3. / / / // ' / / / / �/ / // / / / / / / / / // / l y ,�� II III } Q N LLI pPO< / / 8 ti1Fit/ % // / / / l/// // / l l jl l l /l l /l l /l 11 ��° 12„y \ I wss Z 'q// O l9 / 11 I s Y 6 w 1 Z U Q p/�—/ �`�� �,ry/ / FrNirq� 30 30 Z J V/021 0,O�P /// �/ ��3� / / o /�J f(l ` /�F�G,Q l l// / / // / l /l / / / K 1 w w �� J / O �0 / / I / p//C,y !� / / //// / 49 / / \ OUTLET CONTROL STRUCTURE �� !/r/i 6!� cn / y J / /o SU� p�F / / 3 „l l / �O // / S,t�h/ O 7 RIM: 14.54 DUCT BANK w 0 F i 9 ¢ 2 / l �/ / 2 — K-2 INV.IN:2.08 EL. 13.44 � U U X I✓ F-9 T / / �JC Oj - OUTLET CON INV.OUT:2.08 U 1 I ��( ���S�y / /M ,Q /0� / / '/ / /k- l 2�°/`3 OQ RIM: 94.29 ILL m Q W z / / J / // l / h5 / �C10 INV.IN:3.36 J w O � I I 1 �/ /N�/1/O �NF INV.OUT:3.36 K-1A l!\/ O& �� NCDOT 840.31 JUNCTION BOX Z wi / /N/i� ¢�6 2O ---- _................................................................. ................................................ ........................ ....W/.NCDOT 840..54..MANHOLE...... __ __ - 20 U) c o / / I I / / // / / / / / i / / / / / / ' / / / l / J �y \/�O NSF RIM: 13.96 0 U "I l I 1 /� / I / , I I / / / / / / / for °� c 9 �sFJ p'Qo°J / J INV. IN:2.01 z w V cv I / / l I I / / / "y / / / / �O¢, Q Z INV.OUT: O M / / I 1 // I I / �/ / //l / F� / o � ° w J J z / \ /I / / I / / I I I �5� / / \ J \ L Z w w 3@60oF06o"RCP z z U Lu y❑ / / I I I /I I y i N _� z o — Imo, � \ 2"CONDUIT 0 <<y \ � / \ EL. 15:83 _j Lu H I / / / ❑ I / / o/ / / I I I I III I / I l /NF \ / a Z Q om I / I t°/.� / I J I I 18d, bs I l �✓ I / \ '' � ° w U 2 Of S / I ❑ z a- ❑ V / / I I II I plc /,'I / Y Z.oc. ........ ................./............... 1... w.. w............:................................. . J a I I I I 1 O j:. \——f,......EX. 12"WM N J z V Q l I I I I I I I I //�1 / , I I / / I I I I I I �I I / oo I EL. 1o.2a °O w co l I I I I I I I ❑ ❑ / \ ( I I / / I I I I �I I /�" I I /( I 00 a r I I I I ❑ Sq'I'iT \ / I / / I / / I I/ I I �� I I I ,�/N I / ° e ° Q w o / I I I \ ( ( / I I I /I S� C> 1g3'Of OF 60"RCP °e°-I A o A ( I I I I qB �9,p� / I / I I I F @ 0.68/° 12. OF 60"RCP ` U ~ o U I I I I I / I I I I ,n l / z Z Q o I I I I M ❑ o� Fio�\ / / RIPRAP SHOWN w 0 LLJ I I I I I p F/�p/ / l l/ I I J I /1 I I I I I I I I \ \ Eoi @ 1.00% \ �, FOP REFERENCE z o z M 1�6 / TC / / / I I I I I o I I II I / I I I I yI I I I I \ \ I\2¢„ \ \ I I W I I ❑ ❑ / / / / 2 „ / ) I I ISO F I I I \ I �/ \ SOP,SHEET CG504 I / / I I p \ \ \\ FOf�SIZING N a ¢ Q rn , \ I \ ( I / _ `� / l I I Oq / I I I I q I�r \ I \ 24'OF 60"RCP — �RLTh, o @ 0.30% SCALE: GRAPHIC N� �,M O EPROJECTNO.: 1565548 2 / / / I Ioq I I I 1 1 1 \ \ \ \ CONSTR.CONTR.N0. �o \ \ -1+00 0+00 1+00 2+00 3+00 4+00 5+00 ml I \ \ \ I I m / / / I I I ,\ \ 1 \ top �— _— GRAPHIC SCALE IN FEET N40085-19-D-9008 7-77 y,° \ may\ — 0 12.5 25 50 NAVFAC DRAWING NO. ° Viz» ����p ' \ ° ` l CULVERT CROSSING: K-0 TO K-3 123456789 r0 \\ SHEET 1 OF 387 Z -1 +00.00 To 5+00.00 WTL306 W J L w w . ^ DRAWFORM REVISION:25 AUGUST 2020 1 2 3 4 5 ` ► I / /j/ / - - - - - - - - - - ` a 4 , < /� now � — 1 10% I B D LINE ► \\\ I I / \� \ — � / D / �' � ' / ' � /' ,' - - _ 'I ; ',\\ ' SITE8: D PERMANENT WETLAND W8 IMPACT: 0 .05 AC. Z PERMANENT WETLAND W4 IMPACT: <0 .01 AC . Q W U 0 o J / / o / / o - - - - - - \ - - - - \ ' wo OD .,, D / // /�i�� LOD / OO / i \ LOD SOD / I __ -�--- -� 1111i1►11 / 71 , / SEAL r; i — — — — �'OD = 050975 / / / / �� / / / // / / / // / / - - - - - � \ Q1/28/202 GJNE � �.1 ..,, ,. •........• C ! _ _ - - - M __ SEAL ICI[ - - - - - - - - - - - - - - - - - - - - - - _ -- - - - - / / _ — - - -77 - - - — -4 r/Y - - - - - - - - - - - - - - - - -_ — - - - - - - - �` — 1 =m J- VAJ - - - - C' - - \ - - - W� � WA W�---- — — — — � W� W� WJ ell U \ \\ \\ \� `A NAVY v- TRANSPORTATION \\ \\ - - - - - � VV PARTNERSJV NEINFO \ - - - - - — M - - - -W — ai — _ _ M —�____- - - - _ — - - - - - - - - - - APPROVED _ M _ - - - - - - - - - ` - - - - - - - - r - - - - - a� — - - - - — _ — COM- - - - - COM- - - - —COM — SID — - - - - - — _ - -- /J — _ — .}$ ��— �' — -- - - - - — - - - - - — - - - - - - - - — FOR COMMANDERNAVFAC p / i - - - - - - - - �' SATISFACTORY TO DATE MM/DD/YY s = -- — — �� L _ — — — � ' \\ / \ O SO DES EPS DRw TMG cHK RMN LLJp I \ \ P'4 \ PM/DM d ' — _ \ \ Q I "�GP \ BRANCH MANAGER lit _ _ U Wo WETLAND IMPACTS LEGEND CHIEFENG/ARCH M /� — - - - - - — _ _ \\ \ \ - - - - \ - - - - - - - (10 O I pCC�ti1rL1 \ / / — — — \ \\ O� \ =I = FIRE PROTECTION ME B .//d �— — — O\ __- - - - — �\ \�\\\ \ �`�o, E. UG. ELEC. Y Z B _ _ _ P-2 PERMANENT IMPACT - WETLAND: o z g �i - - - - \ - - — _ - - - - - - - �\\�\ \\ \ \� T \ \ W o a \ - - - - - - _\\ Z /�/ /� N-o \\ \ - - _ — — \\� \�\\\�\\\ \\�31-\� ' ' I /o / I PERMANENT IMPACT - DITCH: � o Q U _ _ _ I \ PERMANENT IMPACT - STREAM: Z Q a \\ \\ \\\\ \ \ - - _ U = W � � \ \ \\ \ \_ - - - \ \ \ \ w o O °° \\\\\_�� —_---- �\\\\� \ \ / _ —as-t' PERMANENT IMPACT r--rrj - BZ 1 : a Q w yk co T I Ij' \' \\ v"\\ \�\ \�\\\\\�\\ \ \ \ \\ I' // /- - - - '6 PERMANENT IMPACT - BZ 2: W i \ \� \\\ \ \\\ \\ \\\ \\\\\�\ \\ \\� IoQ //'0��� ++++++++++++++ TEMPORARY IMPACT - BZ 1 : z Z U Lu Lu yr TEMPORARY IMPACT BZ 2: J_ �_ I / \\ \) \ \ \\ \ \ \\ \ \ \ \\ \ \ I \ \ \ l � CIO L a T / \ % \ t\ \ \ \ \ \ \ \\ \\\\ \ \ \ \ \I \ / c; w p � N A I \ \ \\ \ \ \ \ \ \ \ \ \s\ \, z A I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / � zo w \ 1 \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \I ` - Z Lu \ \ \ \ \ \ \ \ I I \ \ \ \ \ \ \ \ SCALE: GRAPHIC I 1 \\ \\ \\ \ \ \ \ \ \\ \ \ \ \ q \\ _ EPROJECT NO.: 1 56554$ CONSTRN40NTR.NO. 1 -�- i \ 0085 9 9008 LL] ml A/ - GRAPHIC SCALE IN FEET 0 12.5 25 50 NAVFAC DRAWING 23456789 SHEET W OF 3$] z , , � \ � � . I WTL307 J L 1 2 3 4 DRAWFORM REVISION:25 AUGUST 2020 1 2 3 4 5 of a 0 WETLAND IMPACTS LEGEND PERMANENT IMPACT - WETLAND: D PERMANENT IMPACT - DITCH: D 0 PERMANENT IMPACT - STREAM: Lu \ \\ Z\\ o PERMANENT IMPACT - BZ 1 : 7, o Cli \\ \ \ o \ vo, PERMANENT IMPACT - BZ 2. �� \ \\� o / o I . . + + + + +\ \ + + + + + + + TEMPORARY IMPACT - BZ 1 : \ + + + + + + \ � \ -- - - - - - - - - - - - - - \ o� \ \ \ \ \\ \��' — — —_ — —_ \ 1 1 1 kAVFAC TEMPORARY IMPACT BZ 2:\ o \ \ \ \\ \ - - - - -SA - - - - - - - - - � 8,4 � - - - - - - 6" C.l. (QL—B) CA• ►''ti'iii►►r►►� ► I _ P�� I I Q VJ \ 1 L SEAL Zr FM. C MM 16. \ 1 _ - _ _ LA U� ® FM �P� \ �� I I I WATER M ; WATERS COMM\ I I II — 3 �gA4� -B COMM �p 1�/2=02 •y CONC. \ I p LOD LOD \\� I I I I � ��` p M� L D •••.Y� �s •` y - 2» o E - 12 D.I. FOR C E � /� COL LIMNS P.)O LOD - 1 H 4" PVC DRAINS ' ' 12 E W - `'._ N M - .•`` 4 PVC DRAINS �D LOD �` I - - - - - - GUARDRAIL —__ '►►►r r r i i t�''►► sEu --- -❑'— - —❑—❑moo❑—❑—❑—❑—❑ ❑—❑— —❑=a —^ ❑=C ------------- ----------------------- \ / o I I / 03---------------------- 03 I \ _ 02 . z I I I I o 02 Cbl*c.\ I I I wt, � - --------------- \ I L e CONCRETE BRIDGE CONC. E-CT O-R S/ ASPHALTN(. AR+DG COLUMNS 5 oCDI .oJERSEX Q�RlER ------------- CONC. /E EiA ----------- -------------- _ — ----- - - - \ C N . E�E�S� A h 0 H� II GUARDRAIL_ - -_ _ NAVY E - p I- -, / O - I + + I- - - J`� ` - °— _ - / TRANSPORTATION + — —� — /// � �/ / J I LyP � : r� /I -c, \ A/E INFO APPROVED \ PARTNERS JV ,n '/ / / ✓/ / O - - FOR COMMANDER NAVFAC ACTMTY 1 � III \\ \ , \ \\ _ — _� \ m � n — -77 SD O _ \ \\ SATISFACTORY TO DATE MMIDD/YY w SD \ // / �' DES EAS MG DRw T CHK RMN PM/DM O I —�� — —/ / / � cl-J — / I k --- --- --------- \ BRANCH MANAGER o �sD / -7 I / k I I k / CHIEF ENG/ARCH GM /� - FIRE PROTECTION \ i /l A, A- I (101 (101 k k / 11 k z o Q B \ \ \ ( k I WATER k / / / J B Z \ \ \ \ \ 1 k,' I I p WATER O> ,�kl k o 1 k \ u o z o / / k _ � � z a- g A- I I Sao W I I QOl \ \ \ \ r 0 11 1 11 11 \ \\ \ \\ CIO-,\ \ \\dOl \ \ /� 1 CO --_ ---- z Q w Z W \ 11 1 I \ \\ \\ \ \ \\ \\ 1 \ / I _�-- w o z Q J N I I I /dOl Q 11 1 \ 11 \ \ \ �`pq�00DS \ \ \ \� I w W 1 \I I I \ \ \ 11 I I I I I U� �2) / P I Ho E w 0m_ \ \ \ \ \ \ \ 1 \ I I LZ JC) Up x CL Fo / Q Q w F° O \ O I ( I � PEo S Q � CD C. \ �� j I \ ANC. E�RPN \ \ z U N' w J CD Lu 0 0 CL SITE 9 : SITE 10 : C z N PERMANENT NEUSE RIVER BUFFER ZONE 1 Lu PERMANENT NEUSE RIVER BUFFER ZONE 1Lu M PACT: 3 007 SQ. FT > IMPACT: 2 , 127 SQ. FT Q — Q z U Of PERMANENT NEUSE RIVER BUFFER ZONE 2 PERMANENT NEUSE RIVER BUFFER ZONE 2 u- � � T N '�` IMPACT:PACT: 3 249 S . FT z Q o '�` IMPACT: 1 ,428 SQ. FT Q 7i = o z M TEMPORARY NEUSE RIVER BUFFER ZONE 1 TEMPORARY NEUSE RIVER BUFFER ZONE 1 a o \Ao 0 o IMPACT: 1 ,249 SQ. FT I M PACT: 1 ,653 SQ. FT SCALE GRAPHIC EPROJECT NO.: 1565548 CONTR.NO TEMPORARY NEUSE RIVER BUFFER ZONE 2 GRAPHIC SCALE IN FEET covsTRN40085-19-D-9008 NAVFAC DRAWING NO. Y IMPACT: 839 SQ. FT 123456789 w SHEET 1 OF 3$7 z WTL308 J L 1 2 3 4 5 STA: 156+25 25 W 0 20 — 20 STA: 128+00 D 35 15 GRAPHIC SCALE IN FEET D i 0 25 50 100 20' BZ 2 IMPACTS 140' WETLAND / IMPACTS / HORIZONTAL o 30 30 STA: 137+50 10 35 Bz 2 IMPACTS o 191' WETLAND u ITS OF ERMANE T IMPACTS BZ 2 IMPACTS—LIMITS IF PER 'ANENT 0 2.5 5 10co —WETLANDS IMPACTS BZ LIMITS 1 IMPAC 25 A_LIMII _OF­_PE�MANLNI WETLANDS IMPACTS ALIMITS OF PE ACTS 30 30 5120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 VERTICAL _ STA: 149+50 •Ad�1 LIMITS OF PERMANENT30 30_/ WETLANDS IMP C 20 —140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 95 6' BZ 2 IMPACTS STA: 124+00 —140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 � r— - 35 71' WETLAND 35 STA: 136+50 25 ` '���j1tillrrrr►�►� IMPACTS 44' WETLAND BZI2IMPACE MANENT 80 ����•�� �A �•,•�� IMPACTS • aaa■ ■ra ' �, LIMITS OF PERMANENT LIMITS OF PER ANENT ! 'gQ.�O(�ErJs��' q 30 30 WETLANDS IMPACTS 20 20 _ SEAL r PERMANENT-- 30 30 12' 1�/28 202 cox4. : — — ETLANDS IMPACTS LIMITS OF PERMANE RMANE ,r►►► M ►���, �►r1r11111�1��� 1) WETLANDS IMPACTS WETL NDS I PACTS 15 SEAL —140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 :5 STA: 122+50 -140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 • • 91 35 172' WETLAND_ STA: 134+00 W IMPACTS = 30 21' WETLAND 30 10120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 IMPACTS - _ STA: 141 +50 NAVY 30 30 — — — — 35 TRANSPORTATION cv LIMITS OF PERMANENT PARTNERS JV — — LIMITS OF PERMANENT \ 265' DITCH A/E INFO T _ — — 25 IMPACTS — — _ _ _ \ 25 LMTS OF PERMANENT —140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 25 WETLANDS IMPACTS 30 30 FOR COMMANDER NAVFAC 3 ACTMIY STA: 122+00 ,�� DITCH IMPAC — — LIMITS OF PERMANENT uMl OF PERMANENT � uj 35 20 S IMP kCTS DITCH IIAPACTS SATISFACTORY TO DATE MMIDD/YY N 18 — — — — — DES EA$ I DRw TMG CHK RMN o —120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 160 180 200 —160-140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 160 PM/DM N BRANCH MANAGER STA: 131 +50 STA: 140+50 p 30 30 35 CHIEF ENG/ARCH pl) 110' WETLAND > > FIRE PROTECTION 8 259 WETLAND B 177' WETLAND IMPACTS IMPACTS z > U B LIMITS OF PER ANENT Z Z IMPACTS LIMIPACTS 28' WETLAND U o WETLANDS IMPAC ITS OF PERMANENT O — Z O ! DITCH IMPACTS 0 z z O 25 OF PERMANENT LI ITS OF PERMA EN IMPACTS 30ol 30 H o WETLANDS IMPACTS WETLANDS IMPACTS rn LI ITS OF PERMANENT w � o CL _ _ ¢ } PERMA � 0 Lu o WE ANDS IMPACTIMITSD EkMAN NT Lu z MITS F PERMANENTZ z 2 vuwITS OF PERMANENT Uw 2cJ ` TLAN S IMPATLANDS W 2 C� (J7 w Z WRAC 20 24 / 25 z z J O m —140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 —140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 160 180 200 —140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 160 w < U STA: 121 +00 STA: 130+25 STA: 139+50 � o O � 35 35 zi CU U 0 70' WETLAND 214' WETLAND — ¢ � Q V) Z IMPACTS 7' DITCH 277' WETLAND Lu Q O g IMPACTS<> IMPACTS IMPACTS > z >_ =) g 30 30 cn W 5 co - MITS 0 PERMA ENT NI 30 ITCH IM ACTS 30 30 U Q LIMITS OF PERMANENT — — LIMITS OF PERMANENT — — _ — — — — — _ _ — _ _ Lu J Q WETLANDS IMPACTS _ _ _ — Lu J "' L MITS 0 PERM NENT — ' Z V (/) Z / ��I_WETLANDS \ LIMITS F PER ANENT LIMITS F PER ANENT _ITS OF PERMANE 2j ZLIMITS OF PERMANENTWETLANDS IMP CTS WE ANDS I PACTS LuHn2F IMPACTS 25 24 1 DITCH IMPACTS 25 cA Q >- —20 0 20 40 60 80 100 —140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 160 180 200 —140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 160 Lu cn = w STA: 119+50 STA: 129+00 STA: 138+50 M 35 185' WETLAND 35 281' WETLAND J � T Q 16 WETLAND IMPACTS o Q W O /� /� IMPACTS IMPACTS z > o U A cn W z U W WETLA DS IMPACTS o Z 0 30 30 30 30 L MITS 0 PERM NETT 30 Q o / Q a, \ LIMITS OF PERMANENT a' WETLANDS IMPACTS — _ WETLANDS IMPACTS — — — — — — — SCALE: GRAPHIC r -1 A A� EPROJECT NO.: 1565548 L� l OF PERMANENT / �VIJMITS F PER ANENT - / J / CONSTR.CONTR.NO. i� TLANDS IMPACTS 25 IMP N40085-19-D-9008 cn 24 25 —20 0 20 40 60 80 100 —140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 —140-120-100 —80 —60 —40 —20 0 20 40 60 80 100 120 140 160 NAVFAC DRAWING NO. Y 123456789 SHEET 1 OF 387 z W WTL309 J L� 1 2 3 4 5 DRAWFORM REVISION:25 AUGUST 2020 1 2 3 4 5 a a w STA: 161 +50 0 20 20 STA: 162+75 20 15 71 D 70' BZ 2 IMPACTS D 65' BZ 1 IMPACTS 28' BZ 2 IMPACTS \ \ 15 10 \ LIMITS OF PE MANENT 51' WETLAND IN, / UhIlTs of ERMAN STA: 190+08.11 T g IMPACTS B I IT OF TSMAN NT \ �i B 2 IMPACTS 15 0 LIMITS OF PERMANENT / BZ 1 IMPACTS 10 33' BZ 1 IMPACTS LIMITS OF PERMANENT —120-1 OO -80 -60 —40 -20 0 20 40 60 80 100 120 140 160 180 200 IMPACTS 5 ANENT STA: 162+50 /77' BZ 1 IMPACTS _ BZ IMPACTS LIMITS OF PERMANENT kNE _ 20 10 10 _ WETLANDS IMPACTS LWETLAIMITS-ND IMPA TSB 1O' BZ 2 IMPACTS LIMITS OF BZ PERMANENT 1 IIMPACTS \ Z 1 -120-100 -80 -60 40 -20 0 20 40 60 80 100 120 140 160 180 200 \ 73' BZ 1 IMPACTS LIMITS F PERMANENT .,,, J I A: 161 +25 �v 15 25' BZ 1 IMPACTS LIMI OF P RMANEN 5 28' BZ 2 IMPACTS — 31' BZ 2 IMPACTS LIMITS OF TEMPORARY_ BZ 1 IMPACTS LIMITS F MPORARY LIMITS OF ERMANE T BZ 1 IN AC BZ 2 IMPAC \ / LIMI BZP? IMPACTS 30' BZ 2 IMPACTS ��+t��tCA 15 10 Z12 IMP CTSMA ENT 10 �140-120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 `�� 39' BZ 1 IMPACTS,--., uMl OF P RMANEN BZ 2 IM ACTS =.$►� •aaE��•••r rr BZ IMPACTSLIMITS F PERM NENT STA: 183+30 0 •�� �� � • Z 2 IMPACTS \ BZ 2 IMPA ACTS LIMITS OF PERMANEN 18'IMPACTS WETLAND MITS 0 PERMANENT LIMITS OF PER ANENT BZ 2 IMPACTS 5 ' �5�975 BZ 1 I PACTS \ / 71 BZ 2 IMPACTS 42 BZ 2 IMPACTS _ • �" SEAL r _ \ 1/ Z 1 IMP CTS i 1&28/202 • ~ LIMITS OF PERMANENT 10 B 2 IMPACTS 111 AITS OF PERM10 \ 71' BZ 1 IMPACTS— LIMITS BZ 1 IMPACTS ��y � ;a y: WETLANDS IMPACTS • # • � i r ••raaN' ' � ♦� _ i rrr LIMITS OF PERMANENT LIMITS F PERM NENT —1 20-1 OO -80 —60 —40 —20 0 20 40 60 80 I 100 120 140 160 180 200 0 rr•��►►111Mt�►���'•'� SEAL BZ 1IMPACTS / BZ 2 IMPACTS STA: 162+25 BZ 2 IMPACTS L LIMITS F TEMPORARY n J ZU LIMITS-OF-PERMANENT w 4 4 BZ 2 IMPACTS —3 0 0 o -120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 -140-120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 N STA: 161 *,, 31' BZ 2 IMPACTS STA: 174+56 .. a E 20 15 62' BZ 1 IMPACTS NAVY of LIMITS PERMANENT 15 I A I BZ 1 IMPACTS 20' BZ 2 IMPACTS — LIMITS 0 PERMANENT r TRANSPORTATION N Z 2 I 23 WETLAND 114' BZ 1 IMPACTS PARTNERS JV NE,NFo N IMPACTS \ APPROVED tzv/1 5 \— \\ 1 0 \ LI ITS OF ERMAN T 10 \ 1 i \ LIMI OF P RMANEN BZ 1 IMPACTS 36' WETLAND o BZI2 IMPACTS TS OF ANENT \ \ IMPACTS � LIMI FOR COMMANDER NAVFAC L \ BZ 1 IMPACTS \ IMITS 0 PERMANENT \ MITS 0 PERMA ENT / \ ACTIVITY LIMITS OF PERMANENT Z 1 IMP CTS —BZ 2 IMPACTS IMITS 0 PERMANENT \ o WETL NDS IM ACTS v 0 10 LIMITS OF PERMANENT -120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 \ SATISFACTORY TO DATE MM/DD/YY J I l�: 157+O1, DES Eps DRw TMG cHK RMN o 2 \�IITS OF PERMANENT PM/DM W -120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200CHIEF ENG/ARCH TLAND IMPAC \ BRANCH MANAGER I 0 STA: 162+0 FIRE PROTECTION 20 -120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 z B 20 - _ _ - - 20 STA: 174+2 o B 0 85' BZ 1 IMPACTS o Z VM BZ 2 IMPACTS Z z u ITS OF ERMAN NT 2 � � a / 15 B 2 IMP TS } Q � } w Z 15 / 4' BZ 1 IMPACTS 13' BZ 2 IMPACTS BZ 1 IMPA TS \ o � Z 39' BZ 2 IMPACTS \ z Q w Z = N 4' WETLAND \ , w pp U Q Z IMPACTS LIMITS OF PERMA EN L 81' BZ 1 / z Z J 0_ m BZ 2 IMPACTS LIMITS OF PERMANENT__-,--, Z Q BZ 2 IMPACTS \ IMPACTS \ 23' WETLAND w U w LIMITS OF PERMANENT 21 BZ 2 IMPACTS 10 J w W WETLANDS IMPACTS IMPACTS Q 10 LIMITS OF PER H (� LIMITS OF PERMANENT / UNITS OF ERMANE T BZ 2 I PA TS MITS 0 ZP2RMP CT5 \ \ J V 0 Al WETLANDS IMPACTSQ U) LIMITS OF PERMANENT___,,-" / \ \ 1L GO z LIMITS F PER ANENT BZ 1-IMPACTS / BZ 1 1 PACTS Y _/ Q Lu O L 52' 5 Q � 3 LIMITS OF PERMANENT MITS OF PERMANENT 0 WETLAND LIMITS F PERMANENT LIMITS 0 PERMANENT " Z C o BZ 1 IMPACTS BZ 1 IMPACTS LIMITS OF PER AN NT BZ 1 IMPACTS TLAND IMPA TS \ U 5 5 WETLANDS I I M P ACTS LIMITS OF PERMANENT WETLANDS IMPACTS (� LJJ NI -120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 3 WETLANDS IMPACTS Z V -120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 11 STA: 156+7,. z J I1J � � � 28' BZ 2 IMPACTS STA: 161 +75 -120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 C/) z Q z () 20 20 STA: 174+00 z o — °' w Q � CL 20 — — — — 20 81' BZ 1 IMPACTS w _ o J i 15' BZ 1 IMPACTS fk� 20' BZ 2 IMPACTS 15 / \ _ � a r ° ¢ Of A � ' LIMI OF PERMANENT 49 WETLAND 72' 0 15 IMPACTS \ GRAPHIC SCALE IN FEET z Q o U v7 26' WETLAND 0 25 50 100 2 z w LIMI OF PERMANENT LIMITS OF PERMANENT \ 10 IMPACTS \ Z BZ 2 IMPACTS mj 5' WETLAND / LI ITS OF PERMANENT \ \ \ w o Q IMPACTS / 2-IMPACTS- 10 HORIZONTAL LIMITS OBZP1 MANENT IMPACTS GRAPHIC SCALE: 0 10 6 1 IMPACTS \ EPROJECT NO.: 1565548 j LIMITS OF PERMANENT BZ 2 IMPACTS 5 BZ 1 IMPACTS LIMITS OF P coNSTRN40085-19-D-9008 mI B III 2 IMPA MAN N WETLANRS IM ACTS WETLANDS I PACT LIMITS OF PER ANENT \ /ACTS- A- TLAfillz)ND IMPACTS \ ETLA _ 0 2.5 5 10 NAVFAC DRAWING 23456789 j \ LIMI S OF ERMAN NT Y LIMITS OF PERMANENT LI AITS OF PERMAN NT BZ 1 IMPACTS BZ 2 IMPACTS SHEET 1 OF 387 Z -120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 5 -120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 -120-100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 VERTICAL W WT L310 J u- 1 2 3 4 5 DRAWFORM REVISION:25 AUGUST 2020 1 2 3 4 5 a a 0 J Slog 0 32 D x x ,�/� Zc woc / woc� D � x � X — X \ X 3 _ X x + X X W00 W00 3 0� � x � x x x - - X LOD 7' CLF W/ B W x wop woc3 3 DD E. UG. COMM. (F.O. coM - --LOD — a x LOD LOD + _ _X0� ELEC. 3 cOM _COM LOD _ - X � X LOD OD W 0 W00 coM _ - - - - - - - - - - - - _ �Q� _ X X LOD — LOD B-1 0 3 \ - - - - �4Dt1- - - - - - - _ SOD - - _ - - - - - - -� -� ___�--- LOD D C3 M 3 )M LOD co LOD — - - - - - - - - - - - com UB- - 3 SD - -------------- - 0�"- �- 3 Wpp SD ---- -- ----- - - - - - - - - - - - - - - - - - _ - - _ - - 2� J - - - - - - - - - - - ' Qotk- --- --- W00 _ - - - - - - � __� 3_ OD woc - - - - - - - - - 02 - - - - C _ =2424�- - - - - - - - _ - - - _ _ - - - - - 02 25- 25__ 6 ,/ � T.O.B. - - - - - - --_ _ - - - 25 - - - - - - — - - - - 27 - - - - - \�� ��� - -_ ------ ►►►CRi► - 24 ' o '- - _ - - - - - _ — — __� �►►►► ►►►►► 5 S -26 _ _ _ - - - — — - - - _ — — � _ _ - - - - - - - - - _ — SEAL r: �-�= - - - - 27- - - - - _ — _—�— _- - — r,� — — _ _ — _ _ _ _ - - - - T.O.B. _ ____ - 050975 � 27-_== _ _ - 26 25\ _ _- - - - - � - _ - - � ' � - - - - - - _ _ _ — _ — — ; �'� �28/202 I co 0�00- _ _ —_ — _ - _ _ _ ���'1�1 M �, SEAL 26 _27 28 - - - - - - - - - - _ - - - - - _ - 1 - __�-- _ - - - - - ==30 SWALE INVERT ELEVATION 26 .85 3, -29— — — 28 0- _ - - - -28_27^ - - - - - _ - - - - - - - - �-- 27 _ �?_ `� �� - - - - - - 32 _ - - - - _ -28- - - - 3 _ 28 - - - - - -�� - = ,26 - 29- 30' — - \ 1 c —29 — / 26 APPROVED Ld N _ 29_ - - - - - - - - 28- - - 27 2� `v ��� l ` 40° 1\ I a ` _ ` \ _ _ _ i� \ I FOR COMMANDER NAVFAC � � � AIL — — — _ \ \ I ACTIVITY X — a�► N o � a03 O° \ SATISFACTORY TO DATE MM/DD/YY \ CV �5j 1 \ \ \ \ \ -I' DES EAS DRw TMG CHK RMN WETLAND ELEVATION 26.25 �% \ �� — �\ , 3, \\ 2 . `\ PM/DM NBRANCH MANAGER T N / �(// / / // I \ \ CHIEF ENG/ARCH FIRE PROTECTION Ld PROPOSED TREATMENT SWALE ' `` `°°` z > Z B � \ o - B U z o 0 \ z o \ \ <Q roU U W t Z v Q Lu 0 Q 3 W \ I \\ �\\ I ` J � Up X W \ \ \\ \ \ \ WOODS ` X LL 3 \ ` �\\\ O01 z w v �Illt glut ` \ \ �,II� alllt `�2 —I' �Illt �Illt alllt \ w J O w\ \ \ w Q J p U w N \ � (� m w Q � La SITE 1 : moo; + c _ \ } _ PERMANENT WETLAND W1 ° �- \�� Q c) M z Q _ r 0: % \\ `\ v� � J Of \ \\\\ \ O \ I SX W z " w CL cl NORTH a Lu g Q \ \\\\\\ \ 2 ` SCALE: GRAPHIC EPROJECT NO.: 1565548 � \ \�\\\ \\' ` OQ � ��✓ GRAPHIC SCALE IN FEET CONSTR.\\ N40085-19-D-9008 \ \ > \ ` >I lllt Illt Illt \\\\\\ Illt Illt\ ` Illt �Illt Illt Illt Illc \ \ \� NAV 0 12.5 25 50 FAC DRAWING NO. \\ \\\ \ -- \ ` 123456789 Y \\V \. SHEET 1 OF 387 Z SWALE 1 4 A DRAWFORM REVISION:25 AUGUST 2020 40, 1 \ AIL L �ul� I AIL IIllt IIllt\\ IIllt ILL ILL ILL x \ \ I I \ \ \ \ WOODS \ Z \ \ I \ a r 1 \ Alc ALL ALL ALL ALL \\ ALL ALL v Lu co oo/ ALL ALL \ ALL AI.4 AI.4 AI.4 AI.4 AI.4 �[L �Illc ILL ML AL AL AL AL AL �JIL 1 v 2 / � N Aly SITE 3 PERMANENT WETLAND AND S,.t CARO JURISDICTIONAL DITCH IMPACT `"..5s...,. SEAL •• 050975 \ I \ 9 D l/28/202, y \¢� X �� � � � �tllt �It �It �It �It �It �Illc � � ,rtff.� _• •.�'� �1``` \ I ►..�rr�iiii��ts►►� SEAL D-6 C, D-7 AIL ALL ALL ALL ALL AI.4 ALL ALL ILL AL APPROVED LLj -ILL AIL AIL AIL AIL AIL AIL AIL AIL AIL AIL FOR COMMMDER NAVFAC ` -29—I \ ACTIVITY N \ \ S `o \ l \\ \\ SATISFACTORY TO DATE MM/DD/YY DES EAS DRw TMG cHK RMA PM/DM �Illt�� ILL ALL �O ALL ALL \ ALL \ Au AIllt AL �Ilc ALL BRANCH MANAGER 4 \\ ` NN I ` Cry \ \\ CHIEF ENG/ARCH H FIRE PROTECTION W � � � V �\� � d U IIL ALL \ - < , �o WETLAND ELEVATION 28 .90 z N 5 � N N U I � Z Z 3 \ O O w o w cf) `� CU z I <O �9� �i9 ILL AI.4 ML ALL \ LJJ \ a z \ � \ \ I I \ \ R t Z = o= L \ k / \ \ W U Q co 0 c-1 _ _ .2LLj8 \ w O m x - ' PROPOSED TREATMENT SWALE J C) o x __ o \ \ CD w _=N \ Q O w -4 INVERT ELEVATION 26 .8 Lu _ 8— I \ z LJJ f N 2 — — ` � I \ EE O w I N I I —28' '= Co w J J — = \\ a _ I \ I � AILI z_ QU a \ I ZLLJ f a / I I w clq LLj ILL ALL ,uL `\ ALL z U d / ♦ — >°A a z A z0�, ALL ALL I[ ALL � w M ° 0 Z i NORTH a o cn I \ ♦ ___� o Cl cm f I \ — — - SCALE: GRAPHIC r, OB`��� \ EPROJECTNO.: 1565548 CONSTR.CONTR.NO. �9 = �� N40085-19-D-9008 �i a \ r',9 N f ?�� — w� GRAPHIC SCALE IN FEET / \ \ \ \ � 0 O 12.5 25 50 NAVFAC DRAWING NO. 123456789 Lij \ �l\ �\ \ � � \\ — � SHEET 1 of 387 �C)WALE 2 J V L� 1 3 4 DRAWFORM REVISION:25 AUGUST 2020 2 5 1 2 3 4 5 Au- ��,il I I►i it ���`I Lu SITE 4 PERMANENT WETLAND AND �X` JURISDICTIONAL DITCH IMPACTS lu li I I„i III► PROPOSED TREATMENT SWALE D INVERT ELEVATION 26 .43 ► ull;,, II��` I D �. ► �I � 111 I II�►� I Ali- �. � � ► II III,I�11 Ii it , ► i , liii Ili 11 Z ► � i11a,1 1qj , 40 WETLAND ELEVATION 28.83wu Au ► , , ,�11 �►� , \ Nu00 NAll- I , I� I11 \ 11 OD Av lu W �oo AIL'�` LOD LOD LOD� '� LOD LOD LOD1ILOD LOD O \ k 30 CA X 31 / 29 30 31 '������'[�•�....Ra[�''rr� X N 4@ 31 - \ X X X X — X 32 X X 050975 30 �� , 11 : 9 : �op1/28/2024 ; y / 1 1 %► rrrr N M 0 SEAL -- - 30 29 Yl 28 _ ----- �27 28 _ 28 ALI G — 29 29 / D D D // SD IS SD SD Cp p � � 3p ' o I � APPROVED ;� 24 R S w - _— d d ° d d ° d ° d d ° d d ° d FOR caMr�wDER NAVFAC ACTMIY �°— I ° N ` rl SATISFACTORY TO DATE MMIDD/YY \ , N I 30 DES EA$ 17W TMG I CHK RMN 1 I PM/DM T BRANCH MANAGER NCHIEF ENG/ARCH \` N FIRE PROTECTION U o B Z B cli O p o z r7 29 U z z 1 9 / 'I I W o a w >- '� 0 U z z I ` Q wz All- W 2 W o //''�� CD Q LL W v W O m w 28 I J U p x 28 ,,,,� a r Q w w r O w a31: ,� j J W I z >- Q -1 I U =:) C/-) ALL CID - z U 27 27 � cr 18" RCP E-2 ,� Lwu J O � cn \ `o Z Q WQ U) M o — / / — = LL. a r - a / , E - - - _ - / i/'� U / / LL J O M 1 z � oLu o � o SCALE: GRAPHIC EPROJECTNO.: 1565548 CONSTR.CONTR.NO. C, N40085-19-D-9008 i TH O GRAPHIC S 25LE IN FEET NAVFAC DRAWING NO. Y NOR 123456789 L;j SHEET 1 OF 387 Lu SWALE 3 1 2 3 4 G DRAWFORM REVISION:25 AUGUST 2020 DocuSign Envelope I1); EC148406-02DE-4349-BEF4-F874F2AD3F7❑ STATE ROY COOPER Governor + + ELIZABETH S. BISER NORTH CAROLINlA serretwj. Environmental Quality S. DANIEL SMITH Drrerlor November 22,2021 Mr.George Radford Environmental Affairs Department Marine Corps Air Station Cherry Point PSC Box 8006 Chevy Point,NC,28533 Subject: 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act and Neuse Buffer Authorization with ADDITIONAL CONDITIONS for proposed improvements to the Slocum Road Entry Control Facility,MCAS Cherry Point in Craven County,Project PI34. NCDWR Project No.20210927 Dear Mr. Radford: Attached hereto is a copy of Certification No. WQC004543 issued to the United States Marine Corps,Marine Corps Air Station Cherry Point dated November 22,2021. If we can be of Further assistance,do not hesitate to contact us. Sincerelv. Dxu 5ign�ed1�by� VK� 9G888B312QGQ474... S.Daniel Smith, Director Division of Water Resources Attachments Electronic copy only distribution: Emily Thompson,US Army Cotes of Engineers,Washington Field Office Maria Dunn,NC Wildlife Resources Commission Daniel Govani,NC Division of Coastal Management Kelly Williams,Division of Mitigation Services Jason Hartshorn,Kimley-Horn,Jason.HartshornCkirnley-hom.com Garcy Ward,NC Division of Water Resources,Washington Regional Office File Copy North Carolina Department of Environmental Quality 1❑ivision of Water Resources M E 512 North Salisbury Street; 1617 Mail Service Center I Raleigh.North Carolina 27699-1617 y ..,rr Y�� 919.707.9000 DoruSign Envelope ID;EC148406-02t7E-4349-BEF4-F874F2AQ3F7❑ 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act and NEUSE BUFFER AUTHORIZATION with ADDITIONAL CONDITIONS THIS CERTIFICATION is issued in conformity with the rcquirements of Section 401 Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Resources(NCDWR)Regulations in 15 NCAC 2H.0500 and 15A NCAC 2B3 0714. This certi ficatiolo authorizes the MCAS to impact 6.13 acres of jurisdictional wetlands,242 linear feet of jurisdictional streams,and 43,224 square feet of riparian buffer in Craven County. The project shall be constructed pursuant to the application received June 11.2021 and additional information dated received September 8,2021. The authorized impacts are as described below: Stream Impacts in the Neuse River Basin Permanent Stream Impacts Site Type (linear ft) Requiring Mitigation (linear ft) 7 Perennial 242 ila na=stream impacts r 300 If,mitigation not required Wetland Im acts in the Neuse River Basin Site Permanent ac] 1 1.13 2 0.01 3 2.32 4 2.5.1 6 0.01 7 0.10 9 0.05 Total 6.13 Total Wetland Impact For Project: 6.13 acres. ❑ en Water Impacts in the Neuse River Basin Site Permanent(ac) 3 0.06 4 0.05 6 0.01 Total 0.12 Total Open Water Impact for Project: 0.12 acres Neuse Riparian Buffer Impacts Site Zone 1 minus =Zone 1 Zone 1 Zone 2 minus =Zone 2 Zone 2 Impact Wetlands Buffers Buffer Impact Wetlands Buffers Buffer (sq ft) in Zone 1 (not Mitigation (sq ft) in Zone 2 (not Mitigation (sq ft) wetlands) Required (sq ft) wetlands) Required (sq ft) (using 3:1 (sq ft) (using 1.5:1 ratio) ratio) 5 -- -- + -- -- f 285 I 285 428* 6 848 508 340 1,020* I ?.580 70 I 2,510 3,765* 7 16,228 4523 11,705 35,115 I I 9,731 4 9,727 14,591 9 ' 3.376 0 3,376 na 2,267 0 ' 2,267 na 10 4,660 0 j 4.660 na I 3,249 0 I 3,249 na Total 25,112 5,031 1 20M1 36,135 LJ 18,112 1 74 1 18,038 18,784 Total Buffer Impact=43,224 square feet na=allowable impacts associated with bridge,mitigation not required *=non-perpendicular crossing road impacts,mitigation required DocuSign Envelope ID;EC148406-02DE-4349-BEF4-F874F2At73F7❑ The application provides adequate assurance that the discharge of ftiI material into the waters of the Neuse River Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and discharge guidelines. 'Therefore.the State of North Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302. 303. 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth_ This approval is only valid for the purpose and design that you submitted in your application dated received June 11, 2021 and additional information dated received September 8,2021. Should your project change.you are required to notify the NCDWR and submit a new application. Ifthe property is sold,the new owner must he given a copy of this Certification and approval letter, and is thereby responsible for complying with all the conditions. If any additional wetland impacts, or ;stream impacts, for this project (now or in the future) exceed one acre or 150 linear feet, respectively, additional compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h)(6) and (7). For this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you should obtain all other federal, state or local permits before proceeding with your project including(but not limited to)Sediment and Erosion control,Coastal Stormwater,Non-discharge and Water Supply watershed regulations. This Certification shall expire on the same day as the expiration date of the corresponding Corps of Engineers Permit. Condition(s)of Certification: Project Specific Conditions l, Compensatory mitigation for impacts to 6.13 acres of wetlands(5.97 ac riparian,0.16 ac non-riparian)is required. We understand that you have chosen to perform compensatory mitigation for impacts to wetlands through the North Carolina Division of Mitigation Services (DMS) (formerly NCEEP), and that the DMS has agreed to implement the mitigation for the project. DMS has indicated in a letter dated June 3, 2021 that they will assume responsibility for satisfying the federal Clean Water Act compensatory mitigation requirements for the above- referenced project,in accordance with DMS's Mitigation Banking Instrument signed July 28,2010. 2. Compensatory mitigation for impacts to 12,045 square feet of protected riparian buffers in Zone i shall be required at a 3:1 ratio and compensatory mitigation for impacts to 12,522 square feet of protected riparian buffers in Zone 2 shall be required at a 1.5:1 ratio(see the buffer impact table). We understand that you have chosen to perform compensatory mitigation for impacts to protected buffers through use of the North Carolina Division of Mitigation Services(DMS) (formerly NCEEP). Mitigation for unavoidable impacts to Neuse Riparian Buffers shall be provided in the Neuse Rivet Basin and done in accordance with 15A NCAC .0213 .0295. The DMS has indicated in a letter dated June 3, 2021 that they will assume responsibility for satisfying the compensatory mitigation requirements for the above-referenced project, in accordance with ❑MS's Mitigation Banking Instrument signed June 14.2016. 3, The permittee will need to adhere to all appropriate in-water work moratoria(including the use of pile driving or vibration techniques)prescribed by the NC Wildlife Resources Commission. No in-water work is permitted in Slocum Creek between February 15 and September 30 of any year,without prior approval from the NC Division of Water Resources and the NC Wildlife Resources Commission. In addition,the pennittee shall conform to the NCDDT policy entitled"Stream Crossing Guidelines for Anadromous Fish Passage(May 12, 1997)at all times. General Conditions 4, The issuance of this certification does not exempt the Permittee from complying with any and all statutes,rules, regulations,or ordinances that tnay be imposed by other government agencies(Le,local,state,and federal)having jurisdiction, including but not limited to applicable buffer rules,stormwater management rules, soil erosion and sedimentation control requirements,etc, 5, An NPDES Construction Stormwater Permit(NCGO10000)is required for construction projects that disturb one (1) or more acres of land. The NCG010000 Perrnit allows stormwater to be discharged during land disturbing activities as stipulated in the conditions of the permit. If the project is covered by this permit, full compliance with the 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)] 6. The Permittee shall ensure that the final design drawings adhere to the permit and to the permit drawings DocuSign Envelope ID;EC148406-02DE-4349-BEF4-F874F2AD3F7❑ submitted for approval. [15A NCAC 02H .0507(c)and 15A NCAC 02H.0506(b)(2)and(c)(2)I 7. Unless otherwise approved in this certification, placement of culverts and other structures in open waters and streams shall be placed below the elevation of the strcambed by one foot for all culverts with a diameter greater than 48 inches,and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches,to allow low flow passage of water and aquatic life. Design and placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or streambeds or banks,adjacent to or upstream and downstream of the above structures.The applicant is required to provide evidence that the equilibrium is being maintained if requested in writing by NCDWR. If this condition is unable to be met due to bedrock or other limiting features encountered during construction,please contact NCDWR for guidance on haw to proceed and to determine whether or not a permit modification will be required. [15A NCAC 021-I.0506(b)(2)1 8. If multiple pipes or barrels are required, they shall be designed to mimic natural stream cross section as closely as possible including pipes or barrels at flood plain elevation and/or sills where appropriate. Widening the stream channel should be avoided. Stream channel widening at the inlet or outlet end of structures typically decreases water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage. [15A NCAC 02H.0506(b)(2)] 9. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved$MP measures from the most current version of NCDDT Construction and Maintenance Activities manual such as sandbags, rock berms, cofferdams and other diversion structures shall be used to prevent excavation in flowing water. [I 5A NCAC 02H.0506(b)(3)and(c)(3)j 10. If concrete is used during construction, a dry work area shall be maintained to prevent direct contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete shall not be discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.[15A NCAC 02B4O200] 11. The outside buffer, wetland or water boundary located within the construction corridor approved by this authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities, Impacts to areas within the fencing are prohibited unless otherwise authorized by this certification. [15A NCAC 02H.0501 and.0502] 12. During the construction of the project,no staging of equipment of any kind is permitted in waters of the U.S.,or protected riparian buffers. [15A NCAC 02H.0506(b)(2)] 13. No rock, sand or other materials shall be dredged from the stream channel except where authorized by this certification. (15A NCAC 02H.0506(b)(3)] 14. The dimension,pattern and profile of the stream above and below the crossing shall not be modified. Disturbed tloodplains and streams shall be restored to natural geomorphic conditions. [15A NCAC 02H.0506(b)(2)] 15. When applicable, all construction activities shall be perforined and maintained in full compliance with G.S. Chapter l 13A 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 Managcmcnt Practices for the control of sediment and erosion so that no violations of state water quality standards,statutes,or rules occur.[l 5A NCAC 02H .0506Ib)(3)and(c)(3)and 15A NCAC 02B .0200] 16. 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 Xfanuad, or for linear transportation projects,the NCDOTSediment and Erosion Control Man►ral. 17. 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 storm water routing and treatment shall be on site at all times. 18. 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 Surfaee 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. DocuSign Envelope ID;EC148406-02DE-4349-BEF4-F874F2AQ3F7❑ 19. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this Certification. [I5A NCAC 02H.0506(b)(3)and(c)(3)1 20_ Erosion control matiing in riparian areas shall not contain a nylon or plastic mesh grid which can impinge and entrap small animals. Matting should be secured in place by staples,stakes, or wherever possible live stakes of native trees. Riparian areas are defined as a distance 25 feet from top of stream bank. 115A NCAC 0213.0224. 0225] 21. If placement of sediment and erasion control devices in wetlands and waters is unavoidable, then design and placement of temporary erosion control measures shall not he conducted in a manner that may result in dis- equilibrium of wetlands,stream beds,or banks,adjacent to or upstream and downstream of the above strictures. All sediment and erosion control devices shall be removed from wetlands and waters and the natural grade restored within two(2)months oFthe date that the Division of Energy,Mining and Land Resources(DEMLR)or locally delegated program has released the specific area within the project. 115A NCAC 02H.0506(b)(3) and (c)(3)] 22. Pursuant to 15A NCAC 2B.0714(11),temporary sediment and erosion control devices are not allowed in Zone 1 of the Neuse riparian bufter outside of the approved project impacts. Sediment and erosion control devices shall be allowed in Zone 2 of the buffers provided that the vegetation in Zone i is not compromised and that discharge is released as diffuse Flow.Upon completion of construction the disturbed area shalt be restored to precon struct i on topographic and hydrologic conditions and replanted with comparable vegetation within 2 months of when construction is completed. At the end of 5 years any restored wooded riparian buffer shall comply with the restoration criteria in.Rule .0295(i)of this subchapter. 23. As a condition of this 401 Water Quality Certification, the bridge demolition and construction must be accomplished in strict compliance with the most recent version of NCDOT's Best Management Practices for Construction and Maintenance Activities. [15A NCAC 02H ,0507(d)(2)and 15A NCAC 02H .0506(b)(5)1 24. Bridge piles and bents shall be constructed using driven piles(Hammer or vibratory)or drilled shaft construction methods. More specifically,jetting or other methods of pile driving are prohibited without prior written approval fi-om the NCDWR first. [15A NCAC 02H.0506 b)(2)] 25. All bridge construction shall be performed fi-am the existing bridge, temporary work bridges, temporary causeways, or floating or sunken barges. If work conditions require barges, they shall he floated into position and then sunk. The barges shall not be sunk and then dragged into position. Under no circumstances should barges be dragged along the bottom of the surface water. [15A NCAC 02H .0506(b)(3)] 26. A turbidity curtain will be installed in the stream if driving or drilling activities occur within the stream channel, on the stream bank,or within 5 feet of the top of bank.This condition can be waived with prior approval from the NCDWR, [15A NCAC 021-1.0506(b)(3)] 27. Bridge deck drains shall not discharge directly into the stream, 5tormwater shall be directed across the bridge and pre-treated through site-appropriate means(grassed swales,pre-formed scour holes,vegetated butlers.etc.) before entering the stream. [15A NCAC 02H .0507(d)(2)and 15A NCAC 02H.0506(b)(5)] 28. The post-construction removal of any temporary bridge structures must return the project site to its preconstruction contours and elevations. The impacted areas shall be revegetated with appropriate native species including woody species.115A NCAC 02H .0506(b)(2)] 29. All stormwater runoff shall be directed as sheetflow through stream buffers at non-erosive velocities, unless othenvise approved by this certification. [15A NCAC 2B.0714(9)] 30. 5tormwater conveyances through the riparian buffer are allowable provided they do not erode through the riparian buffer and do not cause erosion to the receiving waterbody and meet the other requirements specified in 15A NCAC 2B .0714(9). 31. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed for stream stabilization shall be placed in stream channels in such a manner that it does not impede aquatic life passage. [15A NCAC 02H.0506(b)(2)) DocuSign Envelope ID;EC148406-02DE-4349-BEF4-F874F2AQ3F7❑ 32. 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 dc-stabilization of the stream bed or banks upstream or downstream of the area or in a manner that precludes aquatic life passage. [1 SA NCAC 02H,0506(b)(2)] 33. 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 requited for velocity control and to ensure structural integrity of bank stabilization measures. [I5A NCAC 02H.0506(b)(2)] 34. I-leavy equipment shall be operated from the banks rather than in the stream channel in order to minimize sedimentation and reduce the introduction of other pollutants into the stream. [15A NCAC 02H.0506(b)(3)] 35. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. [15A NCAC 02H.0506(b)(3)] 36. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise authorized by this certification. [15A NCAC 02H.0506(b)(2)] 37. Native riparian vegetation must be reestablished in the riparian areas within the construction limits of the project by the end of the growing season following completion of construction. [I 5A NCAC 02H.0506(b)(2)] 38. All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored to the preconstruction contours and revegetated. Maintained buffers shall be permanently revegetated with non-woody species by the end of the growing season following completion of construction. For the purpose of this condition, maintained buffer areas are defined as areas within the transportation corridor that will be subject to regular maintenance activities ineluding mowing.The area with non-maintained buffers shall be permanently revegetated with native woody species before the next growing season Following completion of construction. (15A NCAC 213.0714) 39. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is prohibited. [15A NCAC 02H.0506(b)(3)] 40. There shall be no excavation from, or waste disposal into,jurisdictional wetlands or waters associated with this permit without appropriate modification. Should waste or borrow sites,or access roads to waste or borrow sites, be located in wetlands or streams, compensatory mitigation will be required since that is a direct impact from road construction activities.[I5A NCAC 021I.0506(b)(3)and(c)(3)] 41. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality standards(including any requirements resulting from compliance with §303(d)ofthe Clean Water Act)and any other appropriate requirements of State and Federal law. If the NCDWR determines that such standards or laws are not being met (,including the 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, the NCDWR may reevaluate and modify this certification. [15A NCAC 02B.0200] 42. 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. 43. The Permittee shall report any violations of this certification to the Division of Water Resources within 24 hours of discovery. [I5A NCAC 02B.0506(b)(2)] 44. The permitee will conduct a pre-construction meeting with all appropriate staff to ensure that the project supervisor and essential staff understand the permit conditions and any potential issues at the permitted site. NCDWR staff shall be invited to the pre-construction meeting, [15A NCAC 02H.0506(by(2)and(h)(3)] 45. Upon completion of the project(including any impacts at associated borrow or waste sites), the pennittee shall complete and return the"Certification of Completion Fonn"to notify the NCDWR when all work included in the 401 Certification has been completed. [15A NCAC 02H,0502(f)] QocuSign Envelope ID;EC148406-02t7E-4349-BEF4-F874F2AD3F7Q 46. 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)12)] Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon the expiration of the 404 or CAMA permit. If you wish to contest any statement in the attached Certification you must file apetition for an administrative hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within sixty(60)days of receipt of this notice. A petition is considered filed when it is received in the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm,except for official state holidays. The original and one(1)copy of the petition must be filed with the Office of Administrative Hearings. The petition may be faxed-provided the original and one copy of the document is received by the Office of Administrative Hearings within five(5)business days following the faxed transmission. The mailing address for the Office of Administrative Hearings is: Office of Administrative Hearings 6714 Mail Service Center Raleigh,NC 27699-6714 Telephone: (919)431-3000,Facsimile: (919)431-3100 A copy of the petition must also be served on DEQ as follows: Mr. Sill F. Lane,General Counsel Department of Environmental Quality 1601 Mail Service Center This the 22nd day of November.2021 DIVISION OF WATER RESOURCES DocuSfpned hyt fA�W C�d VLU fl 9G'38863120G0474... S.Daniel Smith.,Director WQC No. 004543