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Home My WebLink About20181527 Ver 2_eSAW-2018-01501 Shoals at Lea's Waterfront GP291_20200401U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2018-01501 County: Pender U.S.G.S. Quad: NC-Hampstead GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee:Logan Development, Inc. D Logan Address:60 Gregory Road, Suite 1 Leland, NC 28451 Telephone Number:910.452.7175 E-mail:dlogan@loganhomes.com Size (acres)68.36 Nearest Town Hampstead Nearest Waterway Old Topsail Creek River Basin Onslow Bay USGS HUC 03020302 Coordinates Latitude: 34.35885 Longitude: -77.69431 Location description:The project site is located between Factory Road and Majestic Oaks Road on the AIWW in Hampstead, Pender County, NC. Description of projects area and activity: This verification authorizes the permanent filling of 0.49-acre of wetland, including 0.04-acre of coastal wetland, 29 linear feet of perennial stream, and 143 linear feet of relatively-permanent waters (0.009-acre), and temporarily impact 12 linear feet of perennial stream and 0.026-acre of wetland. Additionally, the project is authorized to dredge approximately 8,638 cubic yards of material below the NHW/NWL within the existing access channel and North Channel. The purpose of the project is to construct a residential subdivision, Shoals at Lea’s Waterfront SD, which includes standard associated infrastructure, such as roads, stormwater facilities and utilities, a clubhouse, and an upland basin with a 75-slip marina and requires channel dredging and bulkhead installation. Open water dredging will occur by hydrologic dredge to a final depth of -4' NLW. The excavated material will be pumped to the upland open basin marina for settling prior to connecting the basin to the open water channel. Access channel bottom widths will not exceed 40' in the open water. Compensatory mitigation for freshwater impacts will occur at a 1:1 ratio with the NE Cape Fear Umbrella Mitigation Bank, resulting in 58 linear feet of stream restoration credits and 0.5-acre of riparian wetland restoration credits. Compensatory mitigation for coastal wetland impacts will occur at a 1:1 ratio with NC DMS, resulting in 0.04-acre of coastal wetland restoration credits. Applicable Law(s): Section 404 (Clean Water Act, 33 USC 1344) Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization:PGP 291 CAMA (NC Coastal Area Management Act) SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed Conditions, your application signed and dated 10/30/2018, and the enclosed plans Sheets 1-19 dated 2/18/2019. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit’s expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at (910) 796-7215. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Emily Greer at 910.251.4567 or emily.c.greer@usace.army.mil. Corps Regulatory Official: _____________________________________________________Date: 4/2/2019 Expiration Date of Verification: 12/31/2021 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0 Copy furnished: Agent:LMG, Inc. Stephen Morrison E-mail: smorrison@lmgroup.net GREER.EMILY.C.1385325300 Digitally signed by GREER.EMILY.C.1385325300 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=GREER.EMILY.C.1385325300 Date: 2019.04.03 11:36:15 -04'00' SAW-2018-01501 SPECIAL CONDITIONS SAW-2018-01501 SHOALS AT LEA’S WATERFRONT 1. 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 authorization. To compensate for the permanent loss of 0.45-acres of riparian wetland and 29 linear feet of perennial stream channel, compensatory mitigation will occur at a 1:1 ratio with the Northeast Cape Fear Umbrella Mitigation Bank-JEAT Tract resulting in 0.5-acre of riparian wetland restoration credits and 29 linear feet of stream restoration credits. To compensate for the permanent loss of 0.04-acre of coastal wetland, compensatory mitigation will occur at a 1:1 ratio with NC DMS in HUC 03030001. 2. The following DEED NOTIFICATION shall be recorded in the Pender County Registry of Deeds within 30 days of permit issuance (03/29/2019) for the properties referred to as Lots 11-24 within the development Shoals at Lea’s Waterfront on the attached plan titled “Shoals at Lea’s Waterfront, Wetland Impact Overview” to include Sheets 7 of 17, dated October 30, 2018, prepared by Land Management Group, Inc. "A portion of this lot, as determined by the Wilmington District US Army Corps of Engineers (USACE) under Action ID# SAW-2018-01501, contains waters of the U.S., including wetlands, which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Any placement of dredged or fill material within these waters without Department of Army authorization may constitute a violation of Section 301 of the Clean Water Act (33 USC 1311). Prior to any work within the jurisdictional areas, you must contact the U. S. Army Corps of Engineers, Wilmington District Regulatory Division, Wilmington, North Carolina. This covenant is to run with the land and shall be binding on all Parties and all persons claiming under them." _________________________ Property Owner Signature Owner Name: __________________ Owner Address (City, State, Zip Code): _________________________________ Owner Telephone: _________________________ Owner Email: _____________________ STATE of North Carolina ____________________County I, ___________________________, a Notary Public of the State of North Carolina, ________________ County, hereby certify that owner personally appeared before me this____ day of ___________________ and executed by above certification. Witness my hand notarial seal, this ____ day of, 20__. Notary Public My commission expires: ________________________ SAW-2018-01501 SPECIAL CONDITIONS SAW-2018-01501 SHOALS AT LEA’S WATERFRONT a. The DEED NOTIFICATION shall be completed using the format provided above. Within 30 days of recording the DEED NOTIFICATION, the Permittee shall provide a copy of the recorded DEED NOTIFICATION to the Wilmington District Regulatory Division clearly showing a stamp from the appropriate official indicating the book and page at which the DEED NOTIFICATION is recorded and the date of recording. b. In the event this permit is transferred, proof of delivery of a copy of the recorded DEED NOTIFICATION(S) to the subsequent Permittee or Permittees shall be submitted to the Corps together with the notification of permit transfer. 3. In order to protect juvenile finfish and shrimp resources, maintenance dredging or filling activities will be permitted only between the dates of October 1 to March 31 of any year without the prior approval of the North Carolina Division of Coastal Management and the U.S. Army Corps of Engineers. United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE Precautionary Measures for Construction Activities in North Carolina Waters The West Indian manatee (Trichechus manatus), also known as the Florida manatee, is a Federally-listed endangered aquatic mammal protected under the Endangered Species Act of 1973, as amended (16 U.S.C. 1531 et seq.) and the Marine Mammal Protection Act of 1972, as amended (16 U.S.C 1461 et seq.). The manatee is also listed as endangered under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of the General Statutes). The U.S. Fish and Wildlife Service (Service) is the lead Federal agency responsible for the protection and recovery of the West Indian manatee under the provisions of the Endangered Species Act. Adult manatees average 10 feet long and weigh about 2,200 pounds, although some individuals have been recorded at lengths greater than 13 feet and weighing as much as 3,500 pounds. Manatees are commonly found in fresh, brackish, or marine water habitats, including shallow coastal bays, lagoons, estuaries, and inland rivers of varying salinity extremes. Manatees spend much of their time underwater or partly submerged, making them difficult to detect even in shallow water. While the manatee’s principal stronghold in the United States is Florida, the species is considered a seasonal inhabitant of North Carolina with most occurrences reported from June through October. To protect manatees in North Carolina, the Service’s Raleigh Field Office has prepared precautionary measures for general construction activities in waters used by the species. Implementation of these measure will allow in-water projects which do not require blasting to proceed without adverse impacts to manatees. In addition, inclusion of these guidelines as conservation measures in a Biological Assessment or Biological Evaluation, or as part of the determination of impacts on the manatee in an environmental document prepared pursuant to the National Environmental Policy Act, will expedite the Service’s review of the document for the fulfillment of requirements under Section 7 of the Endangered Species Act. These measures include: 1. The project manager and/or contractor will inform all personnel associated with the project that manatees may be present in the project area, and the need to avoid any harm to these endangered mammals. The project manager will ensure that all construction personnel know the general appearance of the species and their habit of moving about completely or partially submerged in shallow water. All construction personnel will be informed that they are responsible for observing water-related activities for the presence of manatees. 2. The project manager and/or the contractor will advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act and the Endangered Species Act. 3. If a manatee is seen within 100 yards of the active construction and/or dredging operation or vessel movement, all appropriate precautions will be implemented to ensure protection of the manatee. These precautions will include the immediate shutdown of moving equipment if a manatee comes within 50 feet of the operational area of the equipment. Activities will not resume until the manatee has departed the project area on its own volition (i.e., it may not be herded or harassed from the area). 4. Any collision with and/or injury to a manatee will be reported immediately. The report must be made to the U.S. Fish and Wildlife Service (ph. 919.856.4520 ext. 16), the National Marine Fisheries Service (ph. 252.728.8762), and the North Carolina Wildlife Resources Commission (ph. 252.448.1546). 5. A sign will be posted in all vessels associated with the project where it is clearly visible to the vessel operator. The sign should state: CAUTION: The endangered manatee may occur in these waters during the warmer months, primarily from June through October. Idle speed is required if operating this vessel in shallow water during these months. All equipment must be shut down if a manatee comes within 50 feet of the vessel or operating equipment. A collision with and/or injury to the manatee must be reported immediately to the U.S. Fish and Wildlife Service (919-856-4520 ext. 16), the National Marine Fisheries Service (252.728.8762), and the North Carolina Wildlife Resources Commission (252.448.1546). 6. The contractor will maintain a log detailing sightings, collisions, and/or injuries to manatees during project activities. Upon completion of the action, the project manager will prepare a report which summarizes all information on manatees encountered and submit the report to the Service’s Raleigh Field Office. 7. All vessels associated with the construction project will operate at “no wake/idle” speeds at all times while in water where the draft of the vessel provides less than a four foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. 8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of material in which manatees cannot become entangled; (b) secured in a manner that they cannot break free and entangle manatees; and, (c) regularly monitored to ensure that manatees have not become entangled. Barriers will be placed in a manner to allow manatees entry to or exit from essential habitat. Prepared by (rev. 06/2003): U.S. Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 919/856-4520 Figure 1. The whole body of the West Indian manatee may be visible in clear water; but in the dark and muddy waters of coastal North Carolina, one normally sees only a small part of the head when the manatee raises its nose to breathe. Illustration used with the permission of the North Carolina State Museum of Natural Sciences. Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I. A re-evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987- 3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52. CERTIFICATE OF COMPLETION Action ID Number: SAW-2018-01501 County: Pender Permittee: Logan Development, Inc., D Logan Project Name: Shoals at Lea’s Marina SD Date Verification Issued: 4/2/2019 Project Manager: Emily Greer Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Emily Greer Wilmington Regulatory Office U.S Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 or emily.c.greer@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. 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WETWETWETWETWETWETWETWETWETWETWETWETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETC-WETCNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWCAMA-30'CAMA-30'CAMA-30'CAMA-30'CAMA-30'CAMA-30'CAMA-30'CAMA-30'CAMA-30'CAMA-30'CAMA-30'CAMA-30'CAMA-30'CAMA-30'CAMA-30'EP: 49 0+00 1+00 2+00 2+50 MLW ElevationStation PROFILE 7 -10 0 10 20 -10 0 10 20 -1+00 0+00 1+00 2+00 3+00 4+00 -1+00 0+00 1+00 2+00 3+00 4+00 MLW NHW EXISTING GRADE JOINT 404/COASTAL WETLAND LINE OUTER MARSH EDGE LOT FILL AND GRADING AS NEEDED 40'-WIDE BOX CUT TO -4 MLW WITH ASSUMED 3:1 SIDE SLOPES CENTERLINE OF EXISTING MAINTAINED CHANNEL (EXISTING GRADE)C-WETC-WETC-WETC-WETOUTER MARSH EDGE 30' BUFFER EXISTING PIER AND FLOATING DOCK. TO BE REMOVED. RIP RAP POTENTIAL FUTURE DOCK AT CHANNEL EDGE Project: Title: Profile 7 GSF Drawn By: Date: Scale: As Noted 2/18/19 18 of 19 Job Number: Sheet Number: Revision Date: LMG16.324 12060300 L:\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg PROFILE 7 6030150 1260 MAINTENANCE CHANNEL LIMITS MARSH ISLAND NOTES: 1. BASE CAD FILE FROM PARMOUNTE ENGINEERING. 2. NOT A SURVEYED OR ENGINEERED DRAWING. 3. FOR ENVIRONMENTAL PERMITTING ONLY. Telephone: 910-452-0001 3805 Wrightsville Ave, Suite 15 Wilmington, North Carolina 28402 80 W ih ill ASi111 Shoals At Lea's Waterfront NA RIP RAP :(7 :(7 :(7 :(7 :(7 :(7 :(7 :(7 :(7 :(7 :(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7:(7&:(7&:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7 &:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7&:(7 &:(71+:1+: 1+:1+:1+: 1+: 1+:1+:1+:1+:1+: 1+:1+: 1+: 1+: 1+: 1+: 1+: 1+: 1+: 1+: 1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:1+:STREET K45'PRIVATE ROW&$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0$ &$0 $ &$0 $ &$0$ &$0$ &$0$ &$0 $ &$0 $ %3 (3 %3 3URMHFW 7LWOH 1RUWK&KDQQHO 'HWDLO *6) 'UDZQ%\ 'DWH 6FDOH RI -RE1XPEHU 6KHHW1XPEHU 5HYLVLRQ'DWH /0* /HJHQG &+$11(//,0,76 /?&$0$?&$0$),/(6?/HD7UDFW)DFWRU\5G'/RJDQ?&$'?:DWHUVDW/HD,VODQGGZJ &+$11(/0$,17(1$1&( '5('*,1*/,0,76 352),/( 127(6 %$6(&$'),/()5203$502817((1*,1((5,1* 127$6859(<('25(1*,1((5(''5$:,1* )25(19,5210(17$/3(50,77,1*21/< 7HOHSKRQH :ULJKWVYLOOH$YH6XLWH :LOPLQJWRQ1RUWK&DUROLQD :LK LOO $6$$$$6 LLL 6KRDOV$W/HD V:DWHUIURQW 1$ 287(50$56+('*( 352),/( 352),/( Compensatory Mitigation Responsibility Transfer Form Permittee: Logan Development, Inc., D Logan Action ID: SAW-2018-01501 Project Name: Shoals at Lea’s Marina SD County: Pender 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 to the U.S. Army Corps of Engineers (USACE) 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 must verify that the mitigation requirements (credits) shown below are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether or not 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 bank ledger to the Permittee, the USACE Project Manager, and the Wilmington 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: 03030001, White Oak River Basin Stream Impacts (linear feet) Wetland Impacts (acres) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal 29 0.45 0.04 *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: 03030001, White Oak River Basin Stream Mitigation (credits) Wetland Mitigation (credits) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal 29 0.5 0.04 Mitigation Site Debited: NECFUMB_JEAT Tract for stream and riparian mitigation; NCDMS HUC 03030001 for coastal wetland mitigation (List the name of the bank to be debited. For umbrella banks, a lso list the specific site. For NCDMS, list NCDMS. If the NCD MS 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 USACE, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails 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 Conditions for Transfer of Compensatory Mitigation Credit: x Once this document has been signed by the Mitigation Sponsor and the USACE 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. x Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the USACE 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. 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 the Sponsor must be provided to the USACE within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. x 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 USACE Project Manager (address below) is provided with a signed copy of this form. x If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the USACE, the Sponsor must obtain case-by-case approval from the USACE 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 USACE administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions: A letter from NECFUMB and NCDMS, confirming their willing and able to accept the applicants compensatory mitigation responsibility, dated 1/25/2019, was included with the preconstruction notification. This form is not valid unless signed below by the USACE 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 USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls of Neuse Road, Wake Forest, NC 27587 (email: todd.tugwell@usace.army.mil). Questions regarding this form or any of the permit conditions may be directed to the USACE Project Manager below. USACE Project Manager: Emily Greer USACE Field Office: Wilmington Regulatory Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 Email: emily.c.greer@usace.army.mil 4/2/2019 USACE Project Manager 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.mil GREER.EMILY.C.13853 25300 Digitally signed by GREER.EMILY.C.1385325300 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=GREER.EMILY.C.1385325300 Date: 2019.04.03 11:40:22 -04'00' Northeast Cape Fear Umbrella Mitigation Bank c/oLandManagementGroup 3805WrightsvilleAvenue,Suite15 Wilmington,NC28403 1 January25,2019 DLogan LoganDevelopment,Inc. 60GregoryRoad,Suite1 Leland,NC28451 Project:ShoalsatLea’sWaterfront(PenderCounty,NC) DearMr.Logan: TheNortheastCapeFearUmbrellaMitigationBank(Bank)isprovidingpreliminaryacceptancetosupply mitigationcreditsforimpactstostreamsandriparianwetlandsassociatedwiththeproposedShoalsat Lea’sWaterfrontprojectinPenderCounty,NC(conditionaluponreceiptofpaymentasoutlinedbelow). Pleaserefertothetablebelowdepictingthetypeandquantityofcreditsrequestedandreservedforyour project. TheBankwillreservethecreditsoutlinedaboveforaperiodofupto90daysfromthedateofthisletter. Pleasecontactusifyouneedareservationtoextendbeyondthe90Ͳdayperiod.Requeststoreserve creditsbeyond90daysmayrequireadeposit.Uponrequestforcredittransfer,theBankwillissuean invoiceintheamountof$59,518.29.Uponreceiptofpayment,theBankwillprovideanexecutedTransfer ofCreditCertificateforthetotalamountofcreditsinvoicedandpaidfor.Ifyouhaveanyquestionsorneed additionalinformation,pleasecontactmebyphoneat(910)452Ͳ0001orbyemailat cpreziosi@lmgroup.net. Sincerely, NortheastCapeFearUmbrellaMitigationBank ChristianPreziosi LandManagementGroup(agent) NORTHEAST CAPE FEAR UMBRELLA MITIGATION BANK Agent:LandManagementGroup 3805WrightsvilleAvenue,Suite15 Wilmington,NC28403 Credit Reservation Letter MitigationTypeCreditSourceCreditsReservedFeePerUnitFee StreamJeatTract58$507.32$29,424.56 NonͲRiparian WetlandN/A0$60,187.45$0.00 RiparianWetlandJeatTract0.5$60,187.45$30,093.73 TotalFee$59,518.29 ROY COOPER Governor MICHAEL S. REGAN Se-oary TIM BAUMGARTNER Director D. Logan Logan Development, Inc. 60 Gregory Road, Suite 1 Leland, NC 28451 NORTH CAROLINA Emdronme da! Quaitty January 25, 2019 Expiration of Acceptance: 7/25/2019 Project: Shoals at Lea's Waterfront County: Pender The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the DMS in - lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website. Based on the information supplied by you in your request to use the DMS, the impacts for which you are requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. River Basin Impact Location Impact Type Impact Quantity —� _ (8-digit HUC) White Oak 03030001 Coastal Marsh 0.04 Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly Williams at (919) 707-8915. cc: Kim Williams, agent Yeprwse a e�emoo�Yl �y� Sincerely, i James B Stanfill AsseTManagement Supervisor North Carolina Department of L nWonrnental Quality I Division of M14gation Services 217 W. Jones Street 11652 Mail Service Center I Ralelgik North Carolina 27699-1652 919.7078976 1 DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403-1343 http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram.aspx General Permit No. 198000291 Name of Permittee: General Public Effective Date: January 01, 2017 Expiration Date: December 31, 2021 DEPARTMENT OF THE ARMY GENERAL PERMIT A general permit to do work in or affecting navigable waters of the United States and waters of the United States, upon recommendation of the Chief of Engineers, pursuant to Section 10 of the Rivers and Harbors Act of March 3, 1899 (U.S.C. 403), and Section 404 of the Clean Water Act (33 U.S.C. 1344), is hereby issued by authority of the Secretary of the Army by District Engineer U.S. Army Engineer District, Wilmington Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403-1343 TO AUTHORIZE THOSE CONSTRUCTION ACTIVITIES IN THE 20 COASTAL COUNTIES RECEIVING PRIOR APPROVAL FROM THE STATE OF NORTH CAROLINA IN THE FORM OF A COASTAL AREA MANAGEMENT ACT (CAMA) PERMIT, AND/OR A STATE DREDGE AND FILL PERMIT, AND IF REQUIRED, A WATER QUALITY CERTIFICATION, THAT ARE OTHERWISE NOT ELIGIBLE FOR FEDERAL AUTHORIZATION IN THE FORM OF A NATIONWIDE PERMIT OR ANOTHER REGIONAL GENERAL PERMIT. Operating Procedures a. Applications for joint state and federal authorization under this programmatic general permit will be accepted through the North Carolina Division of Coastal Management (NCDCM). Receipt of a complete application by the NCDCM will initiate the State's field review that will include a site visit and preparation of a Field Investigation Report and a state Bio-Report. The NCDCM will forward a copy of the complete application, its Field Investigation Report and its Bio-Report, to the appropriate Corps of Engineers field office, thereby initiating federal review of 2 the project. The Corps, upon receipt of an application, will immediately assign an action identification number, acknowledge receipt thereof, and examine the application to assure that it can be processed pursuant to this programmatic general permit. The applicant and the NCDCM will be furnished written notification of the Corps’ determination. Notification to the applicant will include a brief description of the administrative process. b. For those proposals that may result in a discharge into waters of the United States, including wetlands, the North Carolina Division of Water Resources (NCDWR) and the applicant will be informed regarding the applicant’s need to obtain a Water Quality Certification in accordance with section 401 of the Clean Water Act. c. If, at any time, the Corps determines that a proposed activity is eligible for authorization under another regional general permit (RGP) or a nationwide permit (NWP), this procedure may be terminated and the activity authorized pursuant to the terms and conditions of the appropriate RGP or NWP. d. The permit review process conducted by the NCDCM is a public process involving publication of public notices in local newspapers, public hearings, and various public appeal procedures. The Corps may issue a separate public notice for a specific proposal if it is deemed necessary for compliance with appropriate laws, regulation and guidance. e. This general permit does not, in any way, alter established procedures or responsibilities, as required by federal laws, memoranda of agreements (MOA's) or administrative regulations, with respect to the Corps' coordination with appropriate review agencies. The applicant will continue to have the opportunity to rebut any objections to a proposal. f. The Corps will provide copies of the application and plans, the NCDCM's Field Investigation Report, and the state Bio-Report, to the U.S. Fish and Wildlife Service (USFWS), the National Marine Fisheries Service (NMFS) the U.S. Environmental Protection Agency (EPA), and any other federal agency that the Corps determines to be a necessary review agency (collectively, the “Federal Agencies”). Receipt of this material will initiate the Federal Agencies' review. The Federal Agencies will be allowed sufficient time, normally thirty (30) days, to provide the Corps with their comments and recommendations, including any proposed permit special conditions and recommendations of denial. The Corps may grant extensions of time for Federal Agency review if justified by unusual circumstances. If an extension is granted that would substantially delay an NCDCM decision, the application may be removed from this general permit process. g. The Corps will receive and review all Federal Agency comments as well as any applicant rebuttal. Provided all Federal Agencies and the Corps are in agreement, the Corps will prepare a coordinated federal position incorporating all Federal Agency comments, including proposed permit special conditions and any recommendations for denial. The Corps will 3 typically furnish this coordinated federal position to the NCDCM within 45 days of its receipt of the complete application, and copies of the Field Investigation Report and Bio-Report. h. If the Corps does not concur with a Federal Agency’s comments or recommendations, the Corps will contact the Federal Agency and advise it of the Corps’ position. Attempts to resolve the issue may include initiating the referral procedures outlined by current memoranda of agreement (MOA's) between the Department of the Army and the agency. No coordinated federal position will be furnished to the NCDCM until and unless the Corps receives written agreement from the Federal Agency that all issues have been resolved to the satisfaction of that agency. i. If any of the recommendations and/or conditions included in the coordinated federal position are unacceptable to the NCDCM, the NCDCM will contact the Corps within ten (10) days of receipt of the coordinated federal position and attempt to resolve the conflict. If resolution of the conflict involves changes to the conditions or recommendations provided by the Federal Agencies, the provisions of paragraphs g. and h. (above) will apply. If the conflict is resolved to the satisfaction of the Corps and any affected Federal Agency, the NCDCM permit will be issued and the authority of this general permit will apply. j. If a Federal Agency conflict is not resolved within the time necessary for a decision by the NCDCM, the NCDCM may proceed, independently, to conclude the state action without inclusion of the federal position. In such case, the applicant and the NCDCM will be notified immediately, in writing, that the state permit does not satisfy the federal permit requirements and that the proposal in question may not proceed without federal authorization. k. If the coordinated federal position is not in conflict with state agencies' positions, law, regulation, or policy, and is acceptable to the NCDCM, a state permit will be developed by the NCDCM fully incorporating the state and federal positions. The NCDCM will furnish copies of the final permit to the applicant and the Corps. The NCDWR will furnish a copy of the Section 401 Water Quality Certification, if required, to the applicant and the Corps. The Corps will not confirm the authorization of a proposed project under this General Permit until the issuance of the NCDCM permit and, if required, the Section 401 Water Quality Certification. l. If the NCDCM permit or Section 401 Water Quality Certification is denied, the applicant will be informed that federal authorization is denied without prejudice. m. No work may proceed under this general permit until the Wilmington District Engineer or his representative provides written verification that the procedures and conditions of the general permit have been satisfied. n. The NCDCM and the Corps will monitor all permitted work and periodically inspect projects for compliance with permit conditions and applicable state and federal regulations. If any violation of the NCDCM permit is discovered which would also constitute a violation of the 4 federal position, both the NCDCM and the Corps, in accordance with their respective regulations and policies, may take enforcement action. o. This general permit will not be used to authorize an activity when the Wilmington District Engineer determines that the proposed activity would significantly affect the quality of the human environment and therefore require preparation of an Environmental Impact Statement (EIS). General Conditions a. Authorized structures located on or adjacent to Federally authorized waterways will be constructed in accordance with the latest setback criteria established by the Wilmington District Engineer. You may review the setback policy at http://www.saw.usace.army.mil/Missions/Navigation/Setbacks.aspx. This general permit does not authorize the construction of hardened or permanently fixed structures within the Federally Authorized Channel Setback, unless the activity is approved by the Corps. The permittee must obtain approval from the Corps prior to the construction of any structures within the Federally Authorized Channel Setback. b. Except as authorized by this general permit or any Corps approved modification to this general 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. This permit does not authorize temporary placement or double handling of excavated or fill material within waters or wetlands outside the permitted area. This prohibition applies to all borrow and fill activities connected with this project. c. Authorization under this general permit does not obviate the need to obtain other federal, state, or local authorizations. d. All work authorized by this general permit must comply with the terms and conditions of the applicable Clean Water Act Section 401 Water Quality Certification for this general permit issued by the North Carolina Division of Water Resources. e. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices around all areas subject to soil disturbance or the movement of earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter 113A Article 4). f. The activities authorized by this general permit must not interfere with the public’s right to free navigation on all navigable waters of the United States. No attempt will be made by 5 the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work for a reason other than safety. g. The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his/her authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps , to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. h. The permittee, upon receipt of a notice of revocation of the permit for the verified individual activity, may apply for an individual permit, or will, without expense to the United States and in such time and manner as the Secretary of the Army or his/her authorized representative may direct, restore the affected water of the United States to its former conditions. i. This General Permit does not authorize any activity that would conflict with a federal project’s congressionally authorized purposes, established limitations or restrictions, or limit an agency’s ability to conduct necessary operation and maintenance functions. Per Section 14 of the Rivers and Harbors Act of 1899, as amended (33 U.S.C. 408), no project that has the potential to take possession of or make use of for any purpose, or build upon, alter, deface, destroy, move, injure, or obstruct a federally constructed work or project, including, but not limited to, levees, dams, jettys, navigation channels, borrow areas, dredged material disposal sites, flood control projects, etc., shall be permitted unless the project has been reviewed and approved by the appropriate Corps approval authority. j. The permittee shall obtain a Consent to Cross Government Easement from the Wilmington District’s Land Use Coordinator prior to any crossing of the Corps easement and/or prior to commencing construction of any structures, authorized dredging or other work within the right-of-way of, or in proximity to, a federally designated disposal area. The Land Use Coordinator may be contacted at: CESAW-OP-N, 69 Darlington Avenue, Wilmington, North Carolina 28403-1343, email: SAWWeb-NAV@usace.army.mil. k. The permittee will allow the Wilmington District Engineer or his/her representative to inspect the authorized activity at any time deemed necessary to assure that the activity is being performed or maintained in strict accordance with the Special and General Conditions of this permit. l. This general permit does not grant any property rights or exclusive privileges. m. This general permit does not authorize any injury to the property or rights of others. 6 n. This general permit does not authorize the interference with any existing or proposed federal project. o. In issuing this general permit, the Federal Government does not assume any liability for the following: (1) Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. (2) 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. (3) Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this general permit. (4) Design or construction deficiencies associated with the permitted work. (5) Damage claims associated with any future modification, suspension, or revocation of this general permit. p. Authorization provided by this general permit may be modified, suspended or revoked in whole or in part if the Wilmington District Engineer, acting for the Secretary of the Army, determines that such action would be in the best public interest. The term of this general permit shall be five (5) years unless subject to modification, suspension or revocation. Any modification, suspension or revocation of this authorization will not be the basis for any claim for damages against the United States Government. q. No activity may occur in a component of the National Wild and Scenic Rivers System, or in a river officially designated by Congress as a “study river” for possible inclusion in the system while the river is in an official study status, unless the appropriate Federal agency with direct management responsibility for such river, has determined in writing that the proposed activity will not adversely affect the Wild and Scenic designation or study status. Information on Wild and Scenic Rivers may be obtained from the appropriate Federal land management agency responsible for the designated Wild and Scenic River or “study river” (e.g., National Park Service, U.S. Forest Service, etc.) r. This general permit does not authorize any activity within, or directly affecting, a marine sanctuary established by the Secretary of Commerce under authority of Section 302 of the Marine Protection, Research and Sanctuaries Act of 1972, unless the applicant provides the Corps with a certification from the Secretary of Commerce that the proposed activity is consistent with the purposes of Title III of the Marine Protection, Research and Sanctuaries Act. Information on marine sanctuaries may be obtained at http://sanctuaries.noaa.gov/#MN. 7 Permittees may not begin work until they provide the Corps with a written certification from the Department of Commerce. s. In cases where the Wilmington District Engineer determines that the activity may affect properties listed, or eligible for listing, in the National Register of Historic Places and its codified regulations, the National Historic Preservation Amendment Acts of 1980 and 1992, the Abandoned Shipwreck Act of 1987 and the Native American Graves Protection and Repatriation Act, the activity is not authorized, until the requirements of Section 106 of the National Historic Preservation Act (NHPA) have been satisfied. Permittees may not begin work until notified by the Corps that the requirements of the NHPA have been satisfied and that the activity is authorized. t. If you discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by this general permit, you must immediately notify the Wilmington District Engineer of what you have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed. The Wilmington District Engineer will initiate the Federal, tribal and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. u. No activity is authorized under this general permit which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or adversely modify the critical habitat of such species. No activity is authorized under any NWP which “may affect” a listed species or critical habitat, unless Section 7 consultation addressing the effects of the proposed activity has been completed. Information on threatened and endangered species and their critical habitat can be obtained directly from the Corps field offices, the USFWS field offices or at the following web addresses: http://www.fws.gov/ or http://www.fws.gov/ipac/ or http://www.noaa.gov/fisheries.html . Permittees may not begin work until notified by the Corps that the requirements of the Endangered Species Act have been satisfied and that the activity is authorized. v. If the permittee discovers or observes any live, damaged, injured or dead individual of an endangered or threatened species during construction, the permittee shall immediately notify the Wilmington District Engineer so that required coordination can be initiated with the U.S. Fish and Wildlife Service and/or National Marine Fisheries Service. w. Permittees are advised that development activities in or near a floodway may be subject to the National Flood Insurance Program that prohibits any development, including fill, within a floodway that results in any increase in base flood elevations. This general permit does not authorize any activity prohibited by the National Flood Insurance Program. 8 x. The permittee must install and maintain, at his/her expense, any signal lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. For further information, the permittee should contact Coast Guard Sector North Carolina at (910) 772-2191 or email Coast Guard Fifth District at cgd5waterways@uscg.mil. y. If the display of lights and signals on the authorized structure is not otherwise provided for by law, such lights and signals as may be prescribed by the U.S. Coast Guard will be installed and maintained by and at the expense of the permittee. z. It is possible that an authorized structure may be damaged by wavewash from passing vessels. The issuance of this general permit does not relieve the permittee from taking all proper steps to ensure the integrity of the permitted structure and the safety of moored boats. The permittee will not hold the United States liable for any such damage. aa. Structures and their attendant utilities, authorized by this general permit, located on lands subject to an easement in favor of the United States for the operation, maintenance, improvement, and enlargement of the Atlantic Intracoastal Waterway (AIWW), will be removed at the expense of the permittee, in the event that, in the judgment of the Corps acting on behalf of the United States, the lands are needed at any time for any purpose within the scope of the easement. Permanent buildings will not be constructed within the easement. bb. The permittee must maintain any structure or work authorized by this general permit in good condition and in conformance with the terms and conditions of this general permit. The Permittee is not relieved of this requirement if the Permittee abandons the structure or work. Transfer in fee simple of the work authorized by this general permit will automatically transfer this general permit to the property's new owner, with all of the rights and responsibilities enumerated herein. The permittee must inform any subsequent owner of all activities undertaken under the authority of this general permit and provide the subsequent owner with a copy of the terms and conditions of this general permit. cc. At his/her sole discretion, any time during the processing cycle, the Wilmington District Engineer may determine that this general permit will not be applicable to a specific proposal. In such case, the procedures for processing an individual permit in accordance with 33 CFR 325 will be available. dd. Except as authorized by this general permit or any Corps approved modification to this general permit, all fill material placed in waters or wetlands shall be generated from an upland source and will be clean and free of any pollutants except in trace quantities. ee. Except as authorized by this general permit or any Corps approved modification to this general permit, all excavated material will be disposed of in approved upland disposal areas. ff. Activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon this general permit will remain authorized provided the activity is completed within twelve months of the date of the general permit's expiration, modification, or revocation. Activities completed under the authorization of this general permit that were in effect at the time the activity was completed continue to be authorized by the general permit BY AUTHORITY OF THE SECRETARY OF THE ARMY: FOR THE COMMANDER: Hfllil Scott McLendon Chief, Regulatory Division Wilmington District 9 APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook. SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): March 29, 2019 B. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Waters of Lea Island_Lea Marina_Factory Road, SAW-2018-01501 C. PROJECT LOCATION AND BACKGROUND INFORMATION: Form 1 of 2 State:North Carolina County/parish/borough:Pender County City:Hampstead Center coordinates of site (lat/long in degree decimal format): Lat.34.35884°N, Long. -77.69431° W Universal Transverse Mercator:18 252204.02 3805234.24 Name of nearest waterbody:Onslow Bay Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows:AIWW Name of watershed or Hydrologic Unit Code (HUC):New River, 03020302 Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. Check if other sites (e.g., offsite mitigation sites, disposal sites, etc…) are associated with this action and are recorded on a different JD form: See Form 2 of 2 D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination. Date: Field Determination. Date(s):7/17/18 SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There Are “navigable waters of the U.S.” within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. [Required] Waters subject to the ebb and flow of the tide. Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce. Explain: B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Are “waters of the U.S.” within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required] 1. Waters of the U.S. a. Indicate presence of waters of U.S. in review area (check all that apply):1 TNWs, including territorial seas Wetlands adjacent to TNWs Relatively permanent waters 2 (RPWs) that flow directly or indirectly into TNWs Non-RPWs that flow directly or indirectly into TNWs Wetlands directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs Impoundments of jurisdictional waters Isolated (interstate or intrastate) waters, including isolated wetlands b. Identify (estimate) size of waters of the U.S. in the review area: Non-wetland waters:160 (Stream 2) + 27 (RPW 1) = 187 linear feet,3 feet wide,and/or acres. Wetlands:0.24 (Wetland A) + 1.55 (Wetland B) + 0.117 (Wetland F) = 1.91 acres. c. Limits (boundaries) of jurisdiction based on:1987 Delineation Manual Elevation of established OHWM (if known): 2. Non-regulated waters/wetlands (check if applicable): 3 Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain: SECTION III: CWA ANALYSIS A. TNWs AND WETLANDS ADJACENT TO TNWs 1 Boxes checked below shall be supported by completing the appropriate sections in Section III below. 2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least “seasonally” (e.g., typically 3 months). 3 Supporting documentation is presented in Section III.F. -2- The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2 and Section III.D.1.; otherwise, see Section III.B below. 1. TNW Identify TNW: Atlantic Intracoastal Waterway (AIWW) Summarize rationale supporting determination:The AIWW is a tidal water that has been identified by the Corps Wilmington District as a navigable waterbody and is actively used by the public to access the Atlantic Ocean. 2. Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is “adjacent”:Wetland A and F are located along the shoreline of the AIWW and have a direct perennial connection to the TNW. Wetland B has a perennial connection to the AIWW but is separated from the TNW by one roadway with a culvert that direction discharges into the TNW. The wetlands provide marginal functions and values to the TNW due to extensive historical disturbance B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY): This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine whether or not the standards for jurisdiction established under Rapanos have been met. The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are “relatively permanent waters” (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3 months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round (perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow, skip to Section III.D.4. A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and EPA regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even though a significant nexus finding is not required as a matter of law. If the waterbody 4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite and offsite. The determination whether a significant nexus exists is determined in Section III.C below. 1. Characteristics of non-TNWs that flow directly or indirectly into TNW (i) General Area Conditions: Watershed size:80.8 square miles Drainage area:0.05 square miles Average annual rainfall:57 inches Average annual snowfall:1 inches (ii) Physical Characteristics: (a) Relationship with TNW: Tributary flows directly into TNW. Tributary flows through Pick List tributaries before entering TNW. Project waters are 1 (or less)river miles from TNW. Project waters are 1 (or less)river miles from RPW. Project waters are 1 (or less)aerial (straight) miles from TNW. Project waters are 1 (or less)aerial (straight) miles from RPW. Project waters cross or serve as state boundaries. Explain: Identify flow route to TNW 5:RPW 1/Stream 2 to AIWW (TNW) Tributary stream order, if known: 4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid West. 5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW. -3- (b) General Tributary Characteristics (check all that apply): Tributary is:Natural Artificial (man-made). Explain: Manipulated (man-altered). Explain:The tributary is connected to the AIWW through a culvert. Tributary properties with respect to top of bank (estimate): Average width:3 feet Average depth:3 feet Average side slopes:Vertical (1:1 or less). Primary tributary substrate composition (check all that apply): Silts Sands Concrete Cobbles Gravel Muck Bedrock Vegetation. Type/% cover: Other. Explain: Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:Stable Presence of run/riffle/pool complexes. Explain:Absent Tributary geometry:Meandering Tributary gradient (approximate average slope):2 % (c) Flow: Tributary provides for:Perennial Estimate average number of flow events in review area/year:6-10 Describe flow regime: Other information on duration and volume: Surface flow is:Discrete and confined.Characteristics: Subsurface flow:Pick List. Explain findings: Dye (or other) test performed: Tributary has (check all that apply): Bed and banks OHWM 6 (check all indicators that apply): clear, natural line impressed on the bank the presence of litter and debris changes in the character of soil destruction of terrestrial vegetation shelving the presence of wrack line vegetation matted down, bent, or absent sediment sorting leaf litter disturbed or washed away scour sediment deposition multiple observed or predicted flow events water staining abrupt change in plant community other (list): Discontinuous OHWM.7 Explain: If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply): High Tide Line indicated by:Mean High Water Mark indicated by: oil or scum line along shore objects survey to available datum; fine shell or debris deposits (foreshore)physical markings; physical markings/characteristics vegetation lines/changes in vegetation types. tidal gauges other (list): (iii) Chemical Characteristics: Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.). Explain:Water was observed to be clear. No known pollutants. Identify specific pollutants, if known: (iv) Biological Characteristics. Channel supports (check all that apply): Riparian corridor. Characteristics (type, average width): Wetland fringe. Characteristics:Herbaceous due to continued mowing. 6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody’s flow regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break. 7Ibid. -4- Habitat for: Federally Listed species. Explain findings: Fish/spawn areas. Explain findings: Other environmentally-sensitive species. Explain findings: Aquatic/wildlife diversity. Explain findings:Small amphibians and fish species could utilize the resource for habitat at various stages of their life cycles. 2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW (i) Physical Characteristics: (a) General Wetland Characteristics: Properties: Wetland size: acres Wetland type. Explain: Wetland quality. Explain: Project wetlands cross or serve as state boundaries. Explain: (b) General Flow Relationship with Non-TNW: Flow is:Pick List. Explain: Surface flow is:Pick List Characteristics: Subsurface flow:Pick List. Explain findings: Dye (or other) test performed: (c) Wetland Adjacency Determination with Non-TNW: Directly abutting Not directly abutting Discrete wetland hydrologic connection. Explain: Ecological connection. Explain: Separated by berm/barrier. Explain: (d) Proximity (Relationship) to TNW Project wetlands are Pick List river miles from TNW. Project waters are Pick List aerial (straight) miles from TNW. Flow is from: Pick List. Estimate approximate location of wetland as within the Pick List floodplain. (ii) Chemical Characteristics: Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed characteristics; etc.). Explain: Identify specific pollutants, if known: (iii) Biological Characteristics. Wetland supports (check all that apply): Riparian buffer. Characteristics (type, average width): Vegetation type/percent cover. Explain: Habitat for: Federally Listed species. Explain findings: Fish/spawn areas. Explain findings: Other environmentally-sensitive species. Explain findings: Aquatic/wildlife diversity. Explain findings: 3. Characteristics of all wetlands adjacent to the tributary (if any) All wetland(s) being considered in the cumulative analysis: Pick List Approximately acres in total are being considered in the cumulative analysis. For each wetland, specify the following: Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres) Summarize overall biological, chemical and physical functions being performed: -5- C. SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of significant nexus. Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example: x Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW? x Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW? x Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that support downstream foodwebs? x Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or biological integrity of the TNW? Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs.Explain findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D: 2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into TNWs.Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III.D: 3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III.D: D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): 1. TNWs and Adjacent Wetlands.Check all that apply and provide size estimates in review area: TNWs:1,540 linear feet,40-90 wide, Or acres. Wetlands adjacent to TNWs:1.91 acres. 2. RPWs that flow directly or indirectly into TNWs. Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that tributary is perennial: Stream 2 is mapped on the USGS and NHD references the stream as having perennial flow. Tributaries of TNW where tributaries have continuous flow “seasonally” (e.g., typically three months each year) are jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows seasonally: RPW 1 is not mapped on the USGS. Provide estimates for jurisdictional waters in the review area (check all that apply): Tributary waters:187 linear feet 3 wide. Other non-wetland waters: acres. Identify type(s) of waters: 3. Non-RPWs 8 that flow directly or indirectly into TNWs. Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional waters within the review area (check all that apply): Tributary waters: linear feet, wide. Other non-wetland waters: acres. 8See Footnote # 3. -6- Identify type(s) of waters: 4. Wetlandsdirectly abutting an RPW that flow directly or indirectly into TNWs. Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands. Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: Wetlands directly abutting an RPW where tributaries typically flow “seasonally.” Provide data indicating that tributary is seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: Provide acreage estimates for jurisdictional wetlands in the review area: acres. 5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs. Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this conclusion is provided at Section III.C. Provide acreage estimates for jurisdictional wetlands in the review area: acres. 6. Wetlandsadjacent to non-RPWs that flow directly or indirectly into TNWs. Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional wetlands in the review area: acres. 7. Impoundments of jurisdictional waters. 9 As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional. Demonstrate that impoundment was created from “waters of the U.S.,” or Demonstrate that water meets the criteria for one of the categories presented above (1-6), or Demonstrate that water is isolated with a nexus to commerce (see E below). E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY):10 which are or could be used by interstate or foreign travelers for recreational or other purposes. from which fish or shellfish are or could be taken and sold in interstate or foreign commerce. which are or could be used for industrial purposes by industries in interstate commerce. Interstate isolated waters. Explain: Other factors. Explain: Identify water body and summarize rationale supporting determination: Provide estimates for jurisdictional waters in the review area (check all that apply): Tributary waters: linear feet, wide. Other non-wetland waters: acres. Identify type(s) of waters: Wetlands: acres. F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements. Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce. Prior to the Jan 2001 Supreme Court decision in “SWANCC,” the review area would have been regulated based solely on the “Migratory Bird Rule” (MBR). Waters do not meet the “Significant Nexus” standard, where such a finding is required for jurisdiction. Explain: Other: (explain, if not covered above): 9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook. 10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos. -7- Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional judgment (check all that apply): Non-wetland waters (i.e., rivers, streams): linear feet, wide. Lakes/ponds: acres. Other non-wetland waters: acres. List type of aquatic resource: Wetlands: acres. Provide acreage estimates for non-jurisdictional waters in the review area that do not meet the “Significant Nexus” standard, where such a finding is required for jurisdiction (check all that apply): Non-wetland waters (i.e., rivers, streams): linear feet, wide. Lakes/ponds: acres. Other non-wetland waters: acres. List type of aquatic resource: Wetlands: acres. SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked and requested, appropriately reference sources below): Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:Figure 7a: Post USACE & NC DWR Meeting Sketch, dated September 2018; Wetland Survey, Bert Lea Tract, dated 7/20/18 Data sheets prepared/submitted by or on behalf of the applicant/consultant. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. Data sheets prepared by the Corps: Corps navigable waters’ study: U.S. Geological Survey Hydrologic Atlas: USGS NHD data. USGS 8 and 12 digit HUC maps. U.S. Geological Survey map(s). Cite scale & quad name:1:24K; Hampstead, NC USDA Natural Resources Conservation Service Soil Survey. Citation:NRCS Web Soil Survey National wetlands inventory map(s). Cite name:USFWS Online Wetland Mapper State/Local wetland inventory map(s): FEMA/FIRM maps:FEMA.gov 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) Photographs: Aerial (Name & Date):NC One Map, 2016 or Other (Name & Date):Current LiDAR data, 2019 Previous determination(s). File no. and date of response letter: Applicable/supporting case law: Applicable/supporting scientific literature: Other information (please specify): B. ADDITIONAL COMMENTS TO SUPPORT JD: APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook. SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): March 29, 2019 B. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Waters of Lea Island_Lea Marina_Factory Road, SAW-2018-01501 C. PROJECT LOCATION AND BACKGROUND INFORMATION: Form 2 of 2 State:North Carolina County/parish/borough:Pender County City:Hampstead Center coordinates of site (lat/long in degree decimal format): Lat.34.35884°N, Long. -77.69431° W Universal Transverse Mercator:18 252204.02 3805234.24 Name of nearest waterbody:Onslow Bay Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows:Old Topsail Creek Name of watershed or Hydrologic Unit Code (HUC):New River, 03020302 Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. Check if other sites (e.g., offsite mitigation sites, disposal sites, etc…) are associated with this action and are recorded on a different JD form: See Form 1 of 2 D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination. Date: Field Determination. Date(s):7/17/18 SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There Are no “navigable waters of the U.S.” within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. [Required] Waters subject to the ebb and flow of the tide. Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce. Explain: B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Are “waters of the U.S.” within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required] 1. Waters of the U.S. a. Indicate presence of waters of U.S. in review area (check all that apply):1 TNWs, including territorial seas Wetlands adjacent to TNWs Relatively permanent waters 2 (RPWs) that flow directly or indirectly into TNWs Non-RPWs that flow directly or indirectly into TNWs Wetlands directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs Impoundments of jurisdictional waters Isolated (interstate or intrastate) waters, including isolated wetlands b. Identify (estimate) size of waters of the U.S. in the review area: Non-wetland waters:643 (Stream 1) + 445 (RPW 2) + 113 (RPW 3) + 396 (RPW 4) + 198 (RPW 5) + 152 (RPW 6) + 594 (RPW 7) + 716 (RPW 8) + 234 (RPW 9) + 218 (RPW 10) = 3,709 linear feet,3 wide, and/or acres. Wetlands:1.54 (Wetland C) + 0.239 (Wetland D) + 0.116 (Wetland E) = 1.90 acres. c. Limits (boundaries) of jurisdiction based on:1987 Delineation Manual Elevation of established OHWM (if known): 2. Non-regulated waters/wetlands (check if applicable): 3 Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain: SECTION III: CWA ANALYSIS A. TNWs AND WETLANDS ADJACENT TO TNWs 1 Boxes checked below shall be supported by completing the appropriate sections in Section III below. 2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least “seasonally” (e.g., typically 3 months). 3 Supporting documentation is presented in Section III.F. -2- The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2 and Section III.D.1.; otherwise, see Section III.B below. 1. TNW Identify TNW: Summarize rationale supporting determination: 2. Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is “adjacent”: B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY): This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine whether or not the standards for jurisdiction established under Rapanos have been met. The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are “relatively permanent waters” (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3 months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round (perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow, skip to Section III.D.4. A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and EPA regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even though a significant nexus finding is not required as a matter of law. If the waterbody 4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite and offsite. The determination whether a significant nexus exists is determined in Section III.C below. 1. Characteristics of non-TNWs that flow directly or indirectly into TNW (i) General Area Conditions: Watershed size:80.8 square miles Drainage area:0.18 square miles Average annual rainfall:57 inches Average annual snowfall:1 inches (ii) Physical Characteristics: (a) Relationship with TNW: Tributary flows directly into TNW. Tributary flows through 2 tributaries before entering TNW. Project waters are 1 (or less)river miles from TNW. Project waters are 1 (or less)river miles from RPW. Project waters are 1 (or less)aerial (straight) miles from TNW. Project waters are 1 (or less)aerial (straight) miles from RPW. Project waters cross or serve as state boundaries. Explain: Identify flow route to TNW 5:Onsite waters to offsite UT (north fork) to Old Topsail Creek to AIWW OR onsite waters to UT (south fork) to Old Topsail Creek to AIWW Tributary stream order, if known: (b) General Tributary Characteristics (check all that apply): Tributary is:Natural Artificial (man-made). Explain: 4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid West. 5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW. -3- Manipulated (man-altered). Explain:Tributaries flow through culverts under roadways Tributary properties with respect to top of bank (estimate): Average width:3 feet Average depth:2 feet Average side slopes: Vertical (1:1 or less). Primary tributary substrate composition (check all that apply): Silts Sands Concrete Cobbles Gravel Muck Bedrock Vegetation. Type/% cover:30% Herbaceous Other. Explain: Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:Stable Presence of run/riffle/pool complexes. Explain:Present in Stream 1 only Tributary geometry:Meandering Tributary gradient (approximate average slope):2 % (c) Flow: Tributary provides for:Perennial Estimate average number of flow events in review area/year:6-10 Describe flow regime: Other information on duration and volume: Surface flow is:Discrete and confined.Characteristics:Confined at culverted crossings Subsurface flow:Unknown. Explain findings: Dye (or other) test performed: Tributary has (check all that apply): Bed and banks OHWM 6 (check all indicators that apply): clear, natural line impressed on the bank the presence of litter and debris changes in the character of soil destruction of terrestrial vegetation shelving the presence of wrack line vegetation matted down, bent, or absent sediment sorting leaf litter disturbed or washed away scour sediment deposition multiple observed or predicted flow events water staining abrupt change in plant community other (list): Discontinuous OHWM.7 Explain: If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply): High Tide Line indicated by:Mean High Water Mark indicated by: oil or scum line along shore objects survey to available datum; fine shell or debris deposits (foreshore)physical markings; physical markings/characteristics vegetation lines/changes in vegetation types. tidal gauges other (list): (iii) Chemical Characteristics: Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.). Explain:Water was observed to be clear. No known pollutants. Identify specific pollutants, if known: (iv) Biological Characteristics. Channel supports (check all that apply): Riparian corridor. Characteristics (type, average width): Wetland fringe. Characteristics:Herbaceous due to continuous mowing Habitat for: Federally Listed species. Explain findings: Fish/spawn areas. Explain findings: Other environmentally-sensitive species. Explain findings: 6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody’s flow regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break. 7Ibid. -4- Aquatic/wildlife diversity. Explain findings:Small amphibian and fish species could utilize Stream 1 as habitat during various stages of their life cycles. 2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW (i) Physical Characteristics: (a) General Wetland Characteristics: Properties: Wetland size: acres Wetland type. Explain: Wetland quality. Explain: Project wetlands cross or serve as state boundaries. Explain: (b) General Flow Relationship with Non-TNW: Flow is:Pick List. Explain: Surface flow is:Pick List Characteristics: Subsurface flow:Pick List. Explain findings: Dye (or other) test performed: (c) Wetland Adjacency Determination with Non-TNW: Directly abutting Not directly abutting Discrete wetland hydrologic connection. Explain: Ecological connection. Explain: Separated by berm/barrier. Explain: (d) Proximity (Relationship) to TNW Project wetlands are Pick List river miles from TNW. Project waters are Pick List aerial (straight) miles from TNW. Flow is from: Pick List. Estimate approximate location of wetland as within the Pick List floodplain. (ii) Chemical Characteristics: Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed characteristics; etc.). Explain: Identify specific pollutants, if known: (iii) Biological Characteristics. Wetland supports (check all that apply): Riparian buffer. Characteristics (type, average width): Vegetation type/percent cover. Explain: Habitat for: Federally Listed species. Explain findings: Fish/spawn areas. Explain findings: Other environmentally-sensitive species. Explain findings: Aquatic/wildlife diversity. Explain findings: 3. Characteristics of all wetlands adjacent to the tributary (if any) All wetland(s) being considered in the cumulative analysis: Pick List Approximately acres in total are being considered in the cumulative analysis. For each wetland, specify the following: Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres) Summarize overall biological, chemical and physical functions being performed: C. SIGNIFICANT NEXUS DETERMINATION -5- A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of significant nexus. Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example: x Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW? x Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW? x Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that support downstream foodwebs? x Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or biological integrity of the TNW? Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs.Explain findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D: 2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into TNWs.Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III.D: 3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III.D: D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): 1. TNWs and Adjacent Wetlands.Check all that apply and provide size estimates in review area: TNWs: linear feet, wide, Or acres. Wetlands adjacent to TNWs: acres. 2. RPWs that flow directly or indirectly into TNWs. Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that tributary is perennial: NHD maps Stream 1 as perennial just offsite; however, the flow regime exists onsite Tributaries of TNW where tributaries have continuous flow “seasonally” (e.g., typically three months each year) are jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows seasonally: All RPWs are not mapped on USGS or NHD mapping. Perennial conditions were not observed. Provide estimates for jurisdictional waters in the review area (check all that apply): Tributary waters:3,709 linear feet 3 wide. Other non-wetland waters: acres. Identify type(s) of waters: 3. Non-RPWs 8 that flow directly or indirectly into TNWs. Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional waters within the review area (check all that apply): Tributary waters: linear feet, wide. Other non-wetland waters: acres. Identify type(s) of waters: 4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs. 8See Footnote # 3. -6- Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands. Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: There is no barrier, berm, or upland exists between Stream 1 and Wetland C. Wetlands directly abutting an RPW where tributaries typically flow “seasonally.” Provide data indicating that tributary is seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: RPWs 4 and 6 exist within Wetlands C and D, respectively. Wetland E directly connects with RPW 7. No barrier, berm or upland exists between the RPWs and their associated wetlands. Provide acreage estimates for jurisdictional wetlands in the review area:1.90 acres. 5. Wetlandsadjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs. Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this conclusion is provided at Section III.C. Provide acreage estimates for jurisdictional wetlands in the review area: acres. 6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs. Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional wetlands in the review area: acres. 7. Impoundments of jurisdictional waters. 9 As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional. Demonstrate that impoundment was created from “waters of the U.S.,” or Demonstrate that water meets the criteria for one of the categories presented above (1-6), or Demonstrate that water is isolated with a nexus to commerce (see E below). E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY):10 which are or could be used by interstate or foreign travelers for recreational or other purposes. from which fish or shellfish are or could be taken and sold in interstate or foreign commerce. which are or could be used for industrial purposes by industries in interstate commerce. Interstate isolated waters. Explain: Other factors. Explain: Identify water body and summarize rationale supporting determination: Provide estimates for jurisdictional waters in the review area (check all that apply): Tributary waters: linear feet, wide. Other non-wetland waters: acres. Identify type(s) of waters: Wetlands: acres. F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements. Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce. Prior to the Jan 2001 Supreme Court decision in “SWANCC,” the review area would have been regulated based solely on the “Migratory Bird Rule” (MBR). Waters do not meet the “Significant Nexus” standard, where such a finding is required for jurisdiction. Explain: Other: (explain, if not covered above): 9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook. 10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos. -7- Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional judgment (check all that apply): Non-wetland waters (i.e., rivers, streams): linear feet, wide. Lakes/ponds: acres. Other non-wetland waters: acres. List type of aquatic resource: Wetlands: acres. Provide acreage estimates for non-jurisdictional waters in the review area that do not meet the “Significant Nexus” standard, where such a finding is required for jurisdiction (check all that apply): Non-wetland waters (i.e., rivers, streams): linear feet, wide. Lakes/ponds: acres. Other non-wetland waters: acres. List type of aquatic resource: Wetlands: acres. SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked and requested, appropriately reference sources below): Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:Figure 7a: Post USACE & NC DWR Meeting Sketch, dated September 2018; Wetland Survey, Bert Lea Tract, dated 7/20/18 Data sheets prepared/submitted by or on behalf of the applicant/consultant. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. Data sheets prepared by the Corps: Corps navigable waters’ study: U.S. Geological Survey Hydrologic Atlas: USGS NHD data. USGS 8 and 12 digit HUC maps. U.S. Geological Survey map(s). Cite scale & quad name:1:24K; Hampstead USDA Natural Resources Conservation Service Soil Survey. Citation:NRCS Web Soil Survey National wetlands inventory map(s). Cite name:USFWS Online Wetland Mapper State/Local wetland inventory map(s): FEMA/FIRM maps:FEMA.gov 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) Photographs: Aerial (Name & Date):NC One Map, 2016 or Other (Name & Date):Current LiDAR data, 2019 Previous determination(s). File no. and date of response letter: Applicable/supporting case law: Applicable/supporting scientific literature: Other information (please specify): B. ADDITIONAL COMMENTS TO SUPPORT JD: NHW NHWNHWNHWNHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHW XXX XX XX "C" LINESTART"C30""C20""C10""D" LINESTART"D10""D5""B10""B20""B30""B40""B50""B60""B70""B80""B90""B100""B" LINEEND"N" LINESTARTL15=L66 L60L8 "N12""C9"L1L21 L72"C10""N13""N20""C20""C30""C40""N30""N40""N45""X" LINESTART"X" LINEEND"C" LINEEND"N" LINEENDL30L40L107L103L100L105L93L85L80"A" LINESTART"A74""A50""A96""A105""A115""A125""A135""A160""A168""A175""A182""A191""A198""A211""C" LINESTARTWATERFRONT CIRCLEWATERFRONT CIRCLENCSR 1570 - FACTORY ROAD60' PUBLIC R/W SEAWALL SEAWALL"X6""A67""A146""A150""A214"FACTORY R D.60' PUBLIC R/W L240L230L220 L273 L210 L200 L190L180 L170 L294L287 L287 L273L260L260 L320L405 L397L390L380L370L360L350 L331 L310L450L303L409L420L430L440L458 RWMRWMIPFIRFIRFIRFIRFIPFIPFIRSIRSIRSIRFCMFCMFIRSIPFIRFIRSIPFIRSIRSIRFIRFIRFIRSIRSIRSIPFIPFIRSIRSIRSRRSFRRSFIRFIRFIRFIRFIRFIRFIRFIPF BROKENNOT HELDIPFIRFIPFIPFIPFIPFIPFIRFNOT HELDIRFNOT HELDPOINT "B"POINT "A"POINT "C"L405L405 CMFCMF15.0'CMF"B110""B115""B200""B" LINESTARTRPW 4 - 396 L.F.LEA'S LANELEA'S LANEWATERFRONT CIRCLERPW 5 - 198 L.F.RPW 6 - 15 2 L. F .RPW 7 - 594 L.F.RPW 10 - 218 L.F.RPW 9 - 234 L.F.STREAM 2 - 160 L.F.MAJESTIC OAKS SUBDIVISIONP.B. 46, PG. 84MAJEST I C O A KS D RI V E 45' PRIV A T E R/ W MAJESTIC OAKS DRIVE45' PRIVATE R/WMAJESTIC OAKS SUBDIVISIONP.B. 46, PG. 84NCSR 1570 - FACTORY ROAD60' PRIVATE R/WNCSR 157 0 - F A C T O R Y R O A D 60' PRIV A T E R / W RPW 8 - 716 L.F.RPW 2 - 4 4 5 L. F.RPW 3 - 113 L.F.SECTION 10WATERSSECTION 10WATERSIPFL475L465 L465 POINT "D"WETLAND "C"67,263 S.F.±1.544 AC.±WETLAND "D"10,390 S.F.±0.239 AC.±WETLAND "E"5,055 S.F.±0.116 AC.±WETLAND "C"67,263 S.F.±1.544 AC.±WETLAND "C"67,263 S.F.±1.544 AC.±WETLAND "A"7,905 S.F.±0.237 AC.±WETWET WET WET WETWETWETWET WET WET WET WET WET WET WET WET WET WETWET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETMETALBLDG.L300OUSTANDING RESOURCE WATERS LINE575' ORW AECAPPROXIMATE EDGE OF SOUNDP.B. 28, PG. 46OUSTANDING RESOURCE WATERS LINE575' ORW AECWETWETWETWETWETWETWETWETWETWET WETWETWETWETWETWETWETWETWETWETWETWETWET WET WETWETWETWETWETWET WETWETWETWE T WETWETWETWETWETWETWETWET WETWETWETWETWETWETWETWETWET WETWET WET WETWET WET WET WET WETWET WET WETWET WET WET WETWET WET WET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WET WET WETWETWETWETWET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWETWETWETWET WE T WETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WETWET WET WETWETWET WETWET WET WET WET WET WET WET WET WET WETWETWET WET WET WETWETWETWETWET WETLAND "B"67,289 S.F.±1.545 AC.±IRSIRSMAJESTIC OAKSP.B. 45, PG. 119MAJESTIC OAKSP.B. 45, PG. 119MAJESTIC OAKSP.B. 45, PG. 119MAJESTIC OAKSP.B. 52, PG. 127DEWEY F. WEIR, JR.PIN: 3292-41-2887-0000D.B. 822, PG. 46P.B. 41, PG. 10HAMPSTEAD ON THE SOUNDP.B. 7, PG. 29HAMPSTEAD ON THE SOUNDP.B. 7, PG. 29HAMPSTEAD ON THE SOUNDP.B. 7, PG. 29HAMPSTEAD ON THE SOUNDP.B. 7, PG. 30HAMPSTEAD ON THE SOUNDP.B. 7, PG. 24DEWEY F. WEIR, JR.PIN: 3292-06-4403-0000D.B. 822, PG. 46P.B. 47, PG. 4MAJESTIC OAKSP.B. 52, PG. 128DWIGHT ANTHONY MEDLINPIN: 3292-42-9252-0000D.B. 1650, PG. 294ALFRED SIDBURYTRUSTEEPIN: 3292-54-2546-0000D.B. 3712, PG. 173BERT L. LEA, JR.BARBARA P. LEAPIN: 3292-33-8095-0000D.B. 914, PG. 131BERT L. LEA, JR.BARBARA P. LEAPIN: 3292-33-8095-0000D.B. 914, PG. 131DOROTHY MEDLINPIN: 3292-52-2244-0000D.B. 825, PG. 329PROPERTY LINE ALONGMEAN HIGH WATERPROPE RTY LI NE AL O NG CENTE R O F C AN A L PROPERTY LINE ALONG BRANCH C1 460.89'N 22°49'3 7 " W - 1 3 8 1. 0 9 ' ( T O T A L )275.30'N 51°00'01" W L1L2L3L4L5 L6 L7 L8L9103.63' N 39°3 0'2 6" W 100.09' N 24°30' 4 6 " W L10 L11L12208.60'N 35°19'56" EL13127.50' N 22°48'5 4 " W C2171.66'N 67°49'59" W265.49'L14 145.00' S 22°1 0 ' 0 1 " W L15 L16 L17 L18 L19 106.06' S 11°12'06" E L20107.59' S 19°23'31 " E 114.34' S 29°20' 5 9 " E L21 148.89' S 40° 2 1'5 0" EL22L23L24137.08'L25 L26L27 L28L29 L30 L31 L32 L33 L34 176.84'S 62°08'02" WL35138.32'S 59°43'02" W - 281.32' (TOTAL)143.00'L36147.27'S 58°48'38" WL37 L38L39 323.93' S 32°3 0' 4 6 " E 202.16'N 57°19'28" E406.96' S 32°48' 1 6 " E L40L41 L42 L43 L44L45L46L47L48L49L50L51L52L53113.71'S 44°42'57" E125.36'S 74°26'43" EL54 L55 106.39' S 09°39'20" E L56 198.04'S 56°10'49" EN 47°02'29" EL57L58L59L60L61L62L63L64L65L66L67L68L69L70L71L72267.59'L73794.16' N 49°12'46" W 2321.19'C3133.28'S 61°58'04" E - 910.69' (TOTAL)777.41'343.21'S 29°34' 0 2 " E L74 143.50' 120.06' 121.01'111.36' L75 L76 105.45' S 38°37' 3 7" E 188.61' S 38°3 6' 1 1" E L77 127.28' 163.27' 214.51' S 33°29' 1 3" E252.93'N 56°15'48" E3469.64' S 32°4 9 ' 1 2 " E L78341.73' S 32°47'5N 43°20'01" E - 491.89'L79159.89'S 67°21'48" W145.42'N 67°11'08" E249.87'212.43'N 67°17'24" E169.78'218.30'S 67°25'40" W100.77' S 34°3 5'2 5" E - 6 4 2. 7 2' ( T O T AL) N 35°4 6' 5 0 " W - 8 1 4. 3 3' ( TI E) 513.61' ( TI E ) N 33°1 8' 37" W 220.05' (TIE) N 14°27'55" W OASTAL WATERWAY LINE PROVIDED BY U.S. ARMY CORPS OF ENGINEERSN 46°32'27" W 20.00' 80.00' 100.10' 99.91'121.75'99.77'RPW 8 - 7 1 6 L . F. RPW 8 - 716 L . F.WETLAND "B"67,289 S.F.±1.545 AC.±WETLAND "B"67,289 S.F.±1.545 AC.±WETLAND "B"67,289 S.F.±1.545 AC.±WETLAND "B"67,289 S.F.±1.545 AC.±WETLAND "B"67,289 S.F.±1.545 AC.±WETLAND "B"67,289 S.F.±1.545 AC.±NHW NHW NHW NHW NHW NHWNHW NHW NHW NHW NHW NHW NHW NHW NHW NHW "XA1""NA1"L160L150L140L130L120L112"A55""A36""A18""A5""XA6""NA7"CMFIRFCMFSEAWALL SEAWALL L490 L484L490 WET WET WET WET WET WET WET WET WET WET "N" LINESTARTEDGE OF VEGETATIONEDGE OF VEGETATIONEDGE OF VEGETATIONEDGE OF VEGETATION EDGE OF VEGETATIONWETLAND "XA"5,117 S.F.±0.117 AC.±WETLAND "XA"5,117 S.F.±0.117 AC.±L44L477L480 L493WETLAND "A"7,905 S.F.±0.237 AC.±WETLAND "A"7,905 S.F.±0.237 AC.±RPW 7 - 594 L.F.STREAM 1 - 643 L.F.STREAM 1 - 643' ±L340RPW 127 L.F.S 06°34'22" E18.67' (TIE)N 64°27'29" E21.49'3.11'11.84'58.34' (TIE)S 73°45'01" ES 14°44'59" W18.53' (TIE)64.95' (TIE)S 49°40' 15" E 406.96' S 32°48' 16" E DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYCOVER16381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSITESHEET 1SHEET 2SHEET 3SHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SCALE: 1"=500'SHEET 9SHEET 10SHEET 12SHEET 11SHEET 13SHEET 14SHEET 15GREER.EMILY.C.1385325300Digitally signed by GREER.EMILY.C.1385325300 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=GREER.EMILY.C.1385325300 Date: 2019.04.03 11:38:35 -04'00' "C" LINESTART"C30""C20""C10""D" LINESTART"D10""D5""B30"L331 L450L409L420L430L440L458RPW 5 - 198 L.F.WETLAND "D"10,390 S.F.±0.239 AC.±WETLAND "E"5,055 S.F.±0.116 AC.±TWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WETWETWET WET WETWETWET WETWETWETW E T WET WET WET WET W E T WETWETWETWETWE T WE T WETWETWETWETWETL19 106.06' S 11°12'06" E L20107.59' S 19°23' 3 1 " E 114.3 4' S 29° 2 0' 5 9" E L21148.89'S 40°21'50" ES 06°34'22" E18.67' (TIE)N 64°27'29" E21.49'DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIPPENDER COUNTYWETLAND SURVEYSHEET 1 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTMATCHLINE SHEET 9SCALE: 1"=50'MATCHLINE SHEET 2MATCHLINE SHEET 10 "B10""B20""B30""B40""B50""B60""B" LINEENDL320L360L350L310L303IRSIRS"B" LINESTARTL465WETLAND "C"67,263 S.F.±1.544 AC.±ETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET W E T WETWETWETWE T WE T WE T L12208.60'N 35°19'56" EL13127.50'N 22°48'54" W 212.43'17'24" E169.78'STREAM 1 - 643 L.F.STREAM 1 - 643' ±L3403.11'DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 2 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSCALE: 1"=50'MATCHLINE SHEET 1MATCHLINE SHEET 3 "B60""B70""B80""B90""B100"L405 L397L390L380L370L360IPFIPIRSIRSIRSL405L405"B110""B115""B200"RPW 4 - 396 L.F.IPFL475 L465 L465WETLAND "C"67,263 S.F.±1.544 AC.±WETLAND "C"67,263 S.F.±1.544 AC.±WETWETWETWETWETW E T WETWETWETWE T W E T WE T WE T WET W E T WE T WETWETWET WET WET WE T WE T WE T WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET W E T WETWET WETWETWET WET WET WETWET WETWETWETWETWETL7L8L9103.63'N 39°30'26" W 100.09' N 24°3 0' 4 6" W L10 L11 L122 L24137.08'L25212.43'N 67°17'24" E218.30'S 67°25'40" W20.00'80.00'DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 3 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTMATCHLINE SHEET 12SCALE: 1"=50'MATCHLINE SHEET 2MATCHLINE SHEET 11 "A74""A50""A96""A160""A168"L200 L190L180L273L260WETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE WETLAND "B"67,289 S.F.±1.545 AC.±WETLAND "B"67,289 S.F.±1.545 AC.±406.9 6' S 32° 48'16" E DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 4 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSCALE: 1"=50'MATCHLINE SHEET 5 "A105""A115""A125""A135""A160""A"A67"L230L220L273 L210 L170 L260 CMFWETWET WE T WET WETWETWETWET WETWETWET W E T W E T WETWETWETWETWETWETWETWET WE T WET WETWETWETWETWETWETWETWETWETWETWETWETWET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET WET WET T WET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET IRSIRSPROPERTY LINE ALONG BRANCH406.96' S 32°4 8' 16" E L40L41 L42 L43L44L45L46L47L48L49L50L51L52WETLAND "B"67,289 S.F.±1.545 AC.±WETLAND "B"67,289 S.F.±1.545 AC.±WETLAND "B"67,289 S.F.±1.545 AC.±L160L150L140L130L120"A55""A36""A18"DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 5 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSCALE: 1"=50'MATCHLINE SHEET 4MATCHLINE SHEET 6 NHWL1"A" LINESTART5""A160""A175""A182""A191""A198""A211""C" LINESTART"A146""A150""A214"L240L273 L294L287L287 L260 IRSCMFLEA'S LANELEA'S LANEWATERFRONT CIRCLESTREAM 2 - 160 L.F.WETLAND "A"7,905 S.F.±0.237 AC.±WETWETWETL300575' ORW AECWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETW E T WET WET WET WET WET WE T WE T WETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WE T WET WET WET W E T W E T WETWETWL51L52L53113.71'S 44°42'57" EWETLAND "B"67,289 S.F.±1.545 AC.±WETLAND "B"67,289 S.F.±1.545 AC.±L112"A5"RPW 127 L.F.11.84'DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 6 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSCALE: 1"=50'MATCHLINE SHEET 7MATCHLINE SHEET 5 NHWNHWNHWNHWNHWNHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHW"N" LINESTARTL15=L66 L60 L8 "N12""C9"L1L21L72"C10""N13""N20""C20""N30"L30L85L80"A" LINESTART"C" LINESTARTWATERFRONT CIRCLESEAWALL SEAW A L L A214IRSRRSFPOINT "B"CMFLEA'S LANESTREAM 2 -SECTION 10WATERSSECTION 10WATERSPOINT "D"WETLAND "A"7,905 S.F.±0.237 AC.±WETL300EWETWETWETWETWET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETET W DOROTHY MEDLINPIN: 3292-52-2244-0000D.B. 825, PG. 329PROPERTY LINE ALONGCENTER OF CANAL113.71'S 44°42'57" E125.36'S 74°26'43" EL54 L55 106.39' S 09°39'20" E L56 198.04'S 56°10'49" E29" EL57L58L59L60L61L62121.75'NHWNHWNHW NHW NHW NHW NHWNHW"XA1""NA1"112"SEAWA L L SEAW A L L L490 WET WETWETWET"N" LINESTARTEDGE OF VEGETATIONEDGE OF VEGETATIONWETLAND "XA"5,117 S.F.±0.117 AC.±L477WETLAND "A"7,905 S.F.±0.237 AC.±11.84'58.34' (TIE)S 73°45'01" ES 14°44'59" W18.53' (TIE)64.95' (TIE)S 49°40'15" EDATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 7 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSCALE: 1"=50'MATCHLINE SHEET 6MATCHLINE SHEET 8MATCHLINE SHEET 15 NHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHW"C30""C40""N30""N40""N45""X" LINESTART"X" LINEEND"C" LINEEND"N" LINEENDL40L107L103L100L105L93L85WATERFRONT CIRCLE"X6"IPFPOINT "A"OUSTANDING RESOURCE WATERS LINEWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETPROPERTY LINE ALONGMEAN HIGH WATERL59L60L61L62L63L64L65L66L67L68L69L70L71L72267.59'27" W EDGE OF VEGETATIONEDGE OF VEGETATIONEDGE OF VEGETATIONL44WETLAND "A"7,905 S.F.±0.237 AC.±WETLAND "A"7,905 S.F.±0.237 AC.±DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 8 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSCALE: 1"=50'MATCHLINE SHEET 7 "C" LINESTART"C10"L409L42040RPW 5 - 198 L.F.RPW 6 - 1 5 2 L. F.WETLAND "D"10,390 S.F.±0.239 AC.±WETWETWETWETWETWETWET WETWETWET WET WETWETWET WETWETWETL16 L17 L18 L19 106.06' S 11°12'06" E L20107.5 S 19°S 06°34'22" E18.67' (TIE)DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIPPENDER COUNTYWETLAND SURVEYSHEET 9 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTMATCHLINE SHEET 1SCALE: 1"=50' "D5"L450IRFIRSIPFRPW 7 - 594 L.F.WETLAN5,055 S0.116 AWET WET WETWEMAJESTIC OAKSP B 45 PG 119BERT L LEA JR27'214.51'S 33°29'13" E252.93'N 56°15'48" ERPW 7 - 594 L.F.DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIPPENDER COUNTYWETLAND SURVEYSHEET 10 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSCALE: 1"=50'MATCHLINE SHEET 1 L405 IRFIPFIPFL405L405"B110"RPW 2 - 445 L. F.RPW 3 - 113 L.F.WET WETWET WETWETWETN 22°4 9' 3 7" W - 1 3 8 1. 0 9' ( T O T A L)275.30'N 51°00'01" WL1L2L3L4 L5 L6L7L8L963'39°30'26" W L29L30L31159.89'S 67°21'48" W145.42'N 67°11'08" E249.87' 100.77' 99.91'DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 11 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTMATCHLINE SHEET 3SCALE: 1"=50' "B70""B80""B90""B100"L397L380L370IRSIRSIRS"B200"RPW 4 - 396 L.F.5 WETLAND "C"67,263 S.F.±1.544 AC.±WETLAND "C"67,263 S.F.±1.544 AC.±WET W E T WE T WETWET WET WET WET WE T WE T WE T WET WETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WET WETWET WETWET WET WETN 39100.09'N 24°30'46" WL10L11 L22L23L24137.08'L25 L26L27L28DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 12 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSCALE: 1"=50'MATCHLINE SHEET 11MATCHLINE SHEET 3 XXXIRSIRFIRFIRFNOT HELDIRFNOT HELDMAJES TI C O A KS D RI V E 45' PRIV A T E R/ W MAJESTIC OAKS SUBDIVISIONP.B. 46, PG. 84343.2 1'S 29° 3 4' 0 2" E L74143.50'120.06'S 34°35'25" E - 642.72' ( T OT RPW 8 - 7 1 6 L. F. RPW 8 - 716 L. F.DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 13 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSCALE: 1"=50'MATCHLINE SHEET 14 IRFIRFNOT HELDRPW 10 - 218 L.F.RPW 9 - 234 L.F.MAJESTIC OAKS SUBDIVISIONP.B. 46, PG. 84MAJESTIC OAKS DRIVE45' PRIVATE R/WNCSR 1570 - FACTORY ROAD60' PRIVATE R/WRPW 8 - 716 L.F.TAL)777.41'343.2 1'S 29° 3 4' 0 2" E RPW 8 - 7 1 6 L. F.DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 14 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSCALE: 1"=50'MATCHLINE SHEET 13 NHW NHW NHW NHW NHW NHW NHW NHW NHW NHW NHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWNHWL15=L66 L21L72"C10""N13""N20""C20""N30"L30L85L80WATERFRONT CIRCLESEAWALL POINT "B"POINT "C"FSECTION 10WATERSSECTION 10WATERSOUSTANDING RESOURCE WATERS LINEWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETDOROTHY MEDLINPIN: 3292-52-2244-0000D.B. 825, PG. 329PROPERTY LINE ALONGCENTER OF CANALL55 106.39' S 09°39'20" E L56 198.04'S 56°10'49" EN 47°02'29" EL57L58L59L60L61L79121.75'NHW NHW NHW NHWNHWNHWNHWNHWNHWNHW NH W NH W NH W "XA1""NA1""XA6""NA7"SEAWAL L SEAW A L L L490 L484L490WET WETWETWETWETWETWETWET WET WETEDGE OF VEGETATIONWETLAND "XA"5,117 S.F.±0.117 AC.±WETLAND "XA"5,117 S.F.±0.117 AC.±L477L480 L493WETLAND "A"7,905 S.F.±0.237 AC.±58.34' (TIE)S 73°45'01" EDATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYWETLAND SURVEYSHEET 15 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTSCALE: 1"=50'MATCHLINE SHEET 8MATCHLINE SHEET 7 DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYCAMA SURVEYSHEET 16 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACT"C" LINE (SOUTHEAST)404 WETLANDSSTART LAT: 34.353883START LON: 77.690445"N" LINENORMAL HIGH WATERSTART LAT: 34.353844START LON: 77.690472"X" LINE404 WETLANDSSTART LAT: 34.353975START LON: 77.687671LINE BEARING DISTANCEL1 N 84°33'02" E 14.46'L2 N 88°43'34" E 20.52'L3 S 81°07'51" E 20.52'L4 S 80°17'15" E 14.37'L5 S 81°10'34" E 27.44'L6 S 58°21'10" E 11.80'L7 S 86°18'54" E 25.45'L8 S 29°58'54" E 13.47'L9 S 64°18'23" W 2.27'L10 S 54°30'08" W 6.46'L11 S 24°37'39" E 0.83'L12 S 24°37'39" E 30.32'L13 S 24°39'59" E 33.79'L14 S 00°43'37" E 48.09'L15 S 11°59'50" E 39.87'L16 S 11°51'42" E 37.85'L17 S 18°41'12" E 63.77'L18 S 46°54'56" E 29.19'L19 N 47°00'23" E 6.83'L20 N 43°57'40" E 1.89'L21 S 61°47'41" E 20.06'L22 S 66°53'01" E 23.39'L23 S 50°07'53" E 28.10'L24 S 61°36'04" E 43.47'L25 S 74°51'55" E 34.98'L26 N 85°43'09" E 16.83'L27 N 66°44'13" E 24.24'L28 N 42°31'38" E 23.88'L29 N 40°17'33" E 28.37'L30 N 47°22'55" E 28.47'L31 N 56°29'51" E 17.92'L32 N 50°53'11" E 36.27'L33 N 52°32'30" E 31.68'L34 N 43°20'58" E 34.80'L35 N 58°05'35" E 30.55'L36 N 50°14'51" E 38.63'L37 N 47°01'48" E 35.48'L38 N 40°20'19" E 36.27'L39 N 52°11'38" E 43.06'L40 N 44°57'55" E 34.79'L41 N 44°23'40" E 60.67'L42 N 48°53'31" E 38.62'L43 N 55°36'53" E 41.66'L44 N 53°27'50" E 30.52'LINE BEARING DISTANCEL53 N 28°57'00" E 16.63'L54 S 66°38'07" E 25.05'L55 S 79°30'55" E 21.07'L56 N 82°03'08" E 23.89'L57 S 84°59'29" E 30.06'L58 S 81°24'27" E 9.10'L59 S 68°34'04" E 19.97'L60 S 29°29'36" E 11.59'L61 S 46°39'51" E 0.87'L62 S 24°37'39" E 0.83'L63 S 24°37'39" E 30.32'L64 S 24°39'59" E 33.79'L65 S 00°43'37" E 48.09'L66 S 11°59'50" E 39.87'L67 S 11°51'42" E 37.85'L68 S 18°41'12" E 63.77'L69 S 46°54'56" E 29.19'L70 N 47°00'23" E 6.83'L71 S 37°28'01" E 15.50'L72 S 65°09'59" E 12.37'L73 N 89°34'36" E 19.79'L74 S 50°13'53" E 27.97'L75 S 51°28'00" E 40.51'L76 S 65°58'28" E 28.65'L77 S 74°55'39" E 23.30'L78 N 72°08'24" E 34.31'L79 N 47°06'52" E 25.41'L80 N 36°32'17" E 31.40'L81 N 39°29'19" E 20.54'L82 N 59°08'10" E 25.78'L83 N 55°36'32" E 21.73'L84 N 54°31'31" E 30.06'L85 N 50°35'40" E 29.50'L86 N 42°30'35" E 26.56'L87 N 47°23'24" E 24.32'L88 N 49°04'16" E 26.48'L89 N 50°51'53" E 42.57'L90 N 34°33'18" E 38.88'L91 N 48°05'08" E 19.45'L92 N 52°50'05" E 33.02'L93 N 52°04'38" E 37.75'L94 N 26°06'14" E 22.10'L95 N 65°11'57" E 19.42'L96 N 45°49'21" E 30.78'L97 N 67°10'30" E 23.50'L98 N 44°59'30" E 32.88'L99 N 50°44'34" E 35.29'L100 N 56°08'04" E 37.37'L101 N 64°52'21" E 36.11'L102 N 52°08'31" E 25.69'L103 N 54°03'18" E 27.08'L104 N 69°44'32" E 23.83'LINE BEARING DISTANCEL105 N 49°30'38" E 47.92'L106 N 65°56'04" E 26.57'L107 N 52°18'26" E 47.08'L108 N 71°01'51" E 9.45'L109 N 41°57'32" E 9.26'LINE BEARING DISTANCELINE BEARING DISTANCEL170 N 23°52'19" W 21.12'L171 N 03°47'36" E 18.30'L172 N 24°50'18" E 19.86'L173 N 22°38'36" E 20.04'L174 N 24°02'02" E 15.89'L175 N 10°30'41" W 34.49'L176 N 17°55'22" W 23.20'L177 N 22°39'13" W 53.50'L178 N 23°34'33" W 26.53'L179 N 22°31'29" W 31.41'L180 N 37°27'25" W 14.86'L181 N 02°48'09" W 13.11'L182 N 15°31'58" W 24.08'L183 N 00°46'56" W 47.25'L184 N 05°43'16" E 25.81'L185 N 02°16'48" E 31.75'L186 N 11°27'22" W 50.23'L187 N 03°19'55" W 29.46'L188 N 09°43'59" W 60.92'L189 N 06°35'36" W 27.47'L190 N 80°07'03" E 11.14'L191 S 03°24'41" E 13.06'L192 S 05°27'00" E 83.58'L193 S 12°58'20" E 21.47'L194 S 06°59'30" E 72.37'L195 S 02°34'39" E 19.57'L196 S 01°22'48" W 20.43'L197 S 00°42'51" W 13.16'L198 S 09°13'18" E 23.72'L199 S 18°15'13" E 24.28'L200 S 17°39'06" E 33.96'L201 S 22°58'59" E 63.80'L202 S 25°33'45" E 27.73'L203 S 24°25'32" E 30.31'L204 S 20°23'48" E 20.21'L205 S 16°50'05" E 56.82'L206 S 18°28'52" E 20.46'L207 S 30°37'59" E 19.43'L208 S 31°22'10" E 35.15'L209 S 29°30'02" E 18.38'L210 S 30°37'25" E 17.63'L211 S 58°30'21" E 21.44'L212 S 41°31'33" E 26.59'L213 S 46°07'49" E 23.91'L214 S 47°40'41" E 17.22'L215 S 46°14'17" E 23.53'L216 S 45°15'39" E 21.13'L217 S 48°04'02" E 20.27'L218 S 52°32'05" E 20.62'L219 S 66°17'02" E 19.28'L220 S 38°36'03" E 14.85'L221 S 09°10'48" E 16.24'L222 S 48°17'37" E 19.04'L223 S 64°23'32" E 22.19'L224 S 64°49'32" E 21.32'L225 S 84°33'42" E 18.88'L226 S 41°08'32" E 33.96'L227 S 89°43'27" E 17.65'L228 N 81°12'16" E 18.35'L229 N 57°13'41" E 11.03'LINE BEARING DISTANCEL230 S 88°10'56" E 16.52'L231 S 55°55'18" E 14.86'L232 S 45°19'23" E 15.04'L233 S 58°23'04" E 16.95'L234 S 64°03'21" E 24.06'L235 S 68°17'55" E 10.42'L236 S 83°06'32" E 17.22'L237 N 64°47'02" E 21.18'L238 N 41°25'32" E 22.66'L239 N 32°58'29" E 44.84'L240 N 22°19'35" E 22.70'L241 N 20°54'33" E 23.93'L242 N 62°10'49" E 15.81'L243 N 11°56'43" E 20.65'L244 N 27°49'48" E 21.01'L245 N 38°45'49" W 34.14'L246 N 12°36'38" W 12.68'L247 N 32°34'20" W 28.01'L248 N 41°59'32" W 24.08'L249 N 30°15'59" W 35.68'L250 N 19°29'24" W 44.12'L251 N 07°49'14" W 22.38'L252 N 04°00'04" E 27.52'L253 N 04°02'54" E 26.69'L254 N 03°31'47" W 31.04'L255 N 10°07'41" W 34.52'L256 N 04°09'26" W 34.27'L257 N 04°37'16" E 31.03'L258 N 05°11'15" E 29.81'L259 N 04°00'19" E 25.04'L260 N 01°59'24" E 31.04'L261 N 02°51'47" W 42.12'L262 S 88°02'20" E 7.47'L263 S 01°48'18" E 36.25'L264 S 00°50'43" W 27.32'L265 S 02°58'52" E 37.92'L266 S 02°58'35" W 50.19'L267 S 01°50'48" W 30.72'L268 S 14°05'51" E 31.09'L269 S 06°42'53" E 37.55'L270 S 03°30'55" W 28.00'L271 S 01°25'53" W 30.03'L272 S 08°46'19" E 32.14'L273 S 20°32'46" E 46.78'L274 S 42°39'10" E 69.25'L275 S 34°11'18" E 29.72'L276 S 41°17'50" E 18.07'L277 N 59°07'59" E 39.93'L278 N 29°17'12" E 51.81'L279 N 03°52'35" E 53.23'L280 N 00°09'18" E 59.14'L281 N 14°02'05" E 35.83'L282 N 36°45'48" E 22.38'L283 N 62°51'42" E 19.98'L284 N 69°11'06" E 21.23'L285 N 75°22'51" E 19.47'L286 N 47°13'58" E 18.59'L287 S 52°32'40" E 13.78'L288 S 47°00'43" W 34.76'L289 S 46°10'41" W 18.74'L290 S 44°13'58" W 55.18'L291 S 11°54'34" W 30.62'L292 S 09°04'57" E 47.82'L293 S 17°21'15" W 53.82'L294 S 36°47'07" W 23.96'L295 S 38°01'42" W 55.36'L296 S 41°57'39" W 29.98'L297 S 41°08'32" W 31.28'L298 S 04°52'56" E 6.18'L299 S 30°18'35" W 49.17'L300 S 24°21'22" W 7.46'"A" LINE404 WETLANDSSTART LAT: 34.354224START LON: 77.692279LINE BEARING DISTANCEL110 N 34°04'32" E 11.26'L111 S 22°11'16" W 20.27'L112 N 36°04'44" E 21.53'L113 S 48°19'59" W 13.90'L114 S 55°16'33" W 18.00'L115 N 62°29'14" E 19.82'L116 N 67°16'14" E 18.87'L117 N 72°40'34" E 16.51'L118 N 82°20'18" W 19.73'L119 N 88°51'05" E 19.49'L120 S 79°42'01" E 28.29'L121 S 76°58'05" E 33.37'L122 S 82°26'33" E 20.86'L123 N 63°18'33" W 35.23'L124 S 58°15'40" E 27.87'L125 S 59°18'51" E 26.23'L126 S 55°55'33" E 34.17'L127 N 59°37'18" W 24.82'L128 N 57°32'15" W 30.74'L129 N 40°50'43" W 25.74'L130 N 65°46'34" W 15.71'L131 N 62°55'24" W 14.82'L132 N 80°37'55" E 23.65'L133 S 62°01'14" W 20.06'L134 S 61°42'15" W 20.82'L135 S 70°25'55" W 19.92'L136 N 66°16'04" E 37.35'L137 S 82°56'19" W 18.58'L138 S 77°46'14" W 16.53'L139 N 78°01'25" E 25.80'L140 N 65°40'21" E 23.51'L141 S 68°57'31" W 20.96'L142 S 62°17'44" W 20.26'L143 S 59°50'48" W 16.74'L144 N 27°15'46" W 23.98'L145 S 55°56'36" W 13.74'L146 N 43°59'06" E 15.85'L147 N 23°31'38" E 18.35'L148 S 68°25'11" W 19.05'L149 N 61°45'57" W 16.29'L150 N 79°58'37" E 22.17'L151 N 88°22'19" E 22.67'L152 N 79°39'43" E 21.38'L153 S 67°44'48" W 55.99'L154 N 60°10'28" E 27.44'L155 S 40°28'18" W 45.50'L156 N 24°35'13" W 4.64'L157 S 34°28'11" E 25.52'L158 S 51°53'25" E 30.53'L159 S 59°12'27" E 22.10'L160 S 74°27'52" E 24.28'L161 S 67°03'30" W 19.37'L162 N 70°11'54" E 23.67'L163 N 16°31'13" W 3.59'L164 N 15°46'00" W 19.55'L165 N 21°43'02" E 20.86'L166 S 53°14'13" W 20.58'L167 S 18°43'16" E 19.82'L168 N 56°08'37" W 19.68'L169 S 77°37'17" W 13.04' DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSDRAWING INFORMATIONSEALCLIENT LOGO:REVISIONS:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846CJGJWT1" = 50'7/20/18NORTH CAROLINATOPSAIL TOWNSHIP PENDER COUNTYCAMA SURVEYSHEET 17 OF 1716381.PE2.)4.)6.)1.)3.)5.)7.)BERT LEA TRACTLINE BEARING DISTANCEL301 S 49°35'48" W 6.91'L302 N 62°45'15" W 22.43'L303 S 69°27'52" W 23.06'L304 N 66°18'36" W 21.11'L305 N 88°59'57" W 18.04'L306 S 87°11'09" W 14.56'L307 S 85°48'41" W 18.33'L308 N 60°53'05" W 22.76'L309 N 68°26'07" W 20.28'L310 N 68°42'04" W 23.08'L311 N 73°30'02" W 20.62'L312 N 70°14'03" W 35.29'L313 N 67°48'44" W 22.58'L314 N 77°54'36" W 32.02'L315 N 57°41'34" W 34.80'L316 N 71°32'17" W 28.88'L317 N 68°50'53" W 28.91'L318 N 85°57'49" W 15.30'L319 S 64°17'18" W 26.91'L320 S 67°32'46" W 25.86'L321 S 89°19'17" W 30.81'L322 N 81°45'05" W 23.18'L323 N 65°37'13" W 42.43'L324 N 86°17'25" W 29.40'L325 S 81°55'45" W 31.61'L326 S 72°04'05" W 25.18'L327 S 89°32'52" W 33.44'L328 N 81°23'04" W 25.32'L329 S 88°11'42" W 38.32'L330 S 72°28'44" W 20.16'L331 S 15°29'13" E 13.16'L332 N 81°42'52" E 39.79'L333 N 88°30'14" E 31.75'L334 S 86°37'48" E 37.78'L335 S 88°17'55" E 32.97'L336 S 88°52'34" E 35.03'L337 S 79°23'30" E 31.38'L338 S 68°27'32" E 29.09'L339 S 69°01'32" E 24.37'L340 S 80°55'14" E 38.02'L341 S 86°42'07" E 37.22'L342 S 76°37'39" E 28.04'L343 S 70°24'39" E 33.36'L344 S 65°55'28" E 29.24'L345 S 89°24'23" E 23.26'L346 N 86°23'22" E 20.87'L347 S 73°11'56" E 22.77'L348 S 67°13'35" E 20.16'L349 S 56°31'29" E 42.75'L350 S 36°26'55" E 26.99'L351 S 43°00'02" E 27.34'L352 S 45°36'54" E 26.41'L353 S 58°14'59" E 23.43'L354 S 23°28'43" E 26.15'L355 S 38°29'18" W 15.49'L356 S 55°25'40" W 17.49'L357 S 71°37'43" W 31.33'L358 S 72°03'51" W 23.78'L359 S 62°58'46" W 24.86'L360 S 50°57'43" W 26.80'LINE BEARING DISTANCEL409 N 85°31'44" W 26.55'L410 N 85°39'46" W 32.83'L411 N 39°53'02" W 21.46'L412 N 13°41'13" W 28.84'L413 N 29°11'42" W 21.02'L414 N 75°33'38" W 31.71'L415 N 55°09'30" W 18.01'L416 N 38°21'08" W 22.35'L417 N 74°13'24" W 22.45'L418 S 24°19'37" E 17.43'L419 S 48°47'32" E 29.36'L420 S 54°55'47" E 27.68'L421 S 31°17'28" E 22.00'L422 S 06°16'36" E 23.44'L423 S 28°02'32" W 13.01'L424 S 19°19'37" E 16.23'L425 S 37°07'16" W 33.35'L426 S 59°25'30" W 28.92'L427 S 03°27'17" W 21.79'L428 S 23°08'24" E 25.35'L429 S 05°35'04" E 45.98'L430 S 20°57'25" W 24.33'L431 S 64°44'50" W 33.65'L432 S 65°10'58" W 30.07'L433 S 28°45'25" E 22.34'L434 N 62°20'52" E 27.18'L435 N 72°03'03" E 26.15'L436 N 40°16'58" E 47.24'L437 N 10°46'49" W 36.31'L438 N 04°32'27" W 44.27'L439 N 22°24'21" E 23.08'L440 N 36°46'58" E 38.43'L441 N 71°10'43" E 35.02'L442 S 88°31'43" E 38.28'L443 N 84°34'54" E 25.93'L444 N 23°57'15" W 11.86'LINE BEARING DISTANCEL361 S 44°27'05" W 33.38'L362 S 52°48'38" W 22.38'L363 S 53°10'46" W 39.25'L364 S 11°43'37" W 19.00'L365 S 44°13'12" W 25.77'L366 S 48°26'15" W 28.97'L367 S 70°42'32" W 28.61'L368 S 59°30'21" W 30.95'L369 S 26°57'24" W 24.92'L370 S 23°33'54" W 22.96'L371 S 19°56'16" W 39.01'L372 S 39°31'07" W 27.17'L373 S 25°23'36" W 29.44'L374 S 29°31'27" W 34.82'L375 S 05°35'51" W 37.39'L376 S 81°45'52" E 11.60'L377 N 13°29'50" E 33.13'L378 N 32°28'47" E 25.28'L379 N 33°06'35" E 36.51'L380 N 29°13'27" E 36.29'L381 N 30°43'42" E 34.47'L382 N 65°12'46" E 28.92'L383 N 50°34'54" E 24.10'L384 N 68°58'12" E 26.72'L385 N 50°57'52" E 21.31'L386 N 50°33'36" E 31.05'L387 N 45°29'10" E 31.33'L388 N 44°22'52" E 34.83'L389 N 40°33'52" E 27.73'L390 N 67°48'42" E 27.03'L391 N 87°43'55" E 27.24'L392 S 40°54'26" E 13.94'L393 S 15°47'22" E 31.24'L394 S 04°46'13" E 29.73'L395 S 05°38'43" W 29.18'L396 S 14°02'26" W 25.17'L397 S 36°00'49" W 25.00'L398 S 01°12'49" E 16.29'L399 N 72°19'43" E 19.05'L400 S 70°47'35" E 32.43'L401 S 57°16'15" E 19.03'L402 S 47°39'12" E 38.72'L403 S 38°05'56" E 26.81'L404 S 34°52'00" E 28.50'L405 S 32°50'31" E 31.57'L406 S 53°09'27" E 35.67'L407 S 43°36'47" E 24.28'L408 N 51°40'00" E 4.55'L459 N 51°40'00" E 7.86'L460 N 25°25'10" W 27.98'L461 N 05°01'17" W 16.93'L462 N 34°54'11" W 29.04'L463 N 34°52'44" W 38.31'L464 N 59°26'30" W 30.70'L465 N 12°59'25" W 57.18'L466 N 48°20'14" E 34.11'L467 N 42°46'09" E 26.23'L468 N 18°30'23" E 21.30'L469 N 30°00'24" E 36.90'L470 N 41°50'18" E 24.78'L471 N 44°20'31" E 33.98'L472 N 32°51'55" E 37.65'L473 N 43°47'54" E 5.90'L474 N 23°18'53" W 8.52'"B" LINE404 WETLANDSSTART LAT: 34.360499START LON: 77.692456"C" LINE (NORTHWEST)404 WETLANDSSTART LAT: 34.360440START LON: 77.695641"D" LINE404 WETLANDSSTART LAT: 34.359893START LON: 77.696390CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTAC1 5185.42' 480.78' 480.61' S 71°38'48" E 5°18'45"C2 749.39' 588.80' 573.78' S 45°19'27" E 45°01'05"C3 911.91' 401.53' 398.30' S 35°26'28" E 25°13'42"BOUNDARYCURVE TABLELINE BEARING DISTANCEL1 N 40°31'27" E 37.92'L2 S 46°32'27" E 13.95'L3 S 55°55'04" W 28.67'L4 S 59°16'53" W 62.11'L5 S 54°59'31" W 59.01'L6 S 51°12'24" W 24.65'L7 S 49°15'46" W 56.83'L8 S 65°37'40" W 9.04'L9 S 48°55'47" W 75.80'L10 S 50°20'56" W 36.17'L11 S 46°04'25" W 57.84'L12 S 43°30'15" W 47.24'L13 S 52°19'29" W 31.50'L14 S 47°30'25" W 58.36'L15 S 51°51'22" W 47.90'L16 S 50°15'06" W 66.39'L17 S 38°06'42" W 39.85'L18 N 19°12'32" W 66.22'L19 N 15°50'31" W 55.59'L20 S 46°44'20" W 7.15'L21 S 20°02'16" W 27.58'L22 S 31°22'58" W 23.53'L23 S 72°12'52" W 17.46'L24 S 50°27'24" W 22.67'L25 S 77°03'42" W 54.84'L26 N 71°46'05" W 51.93'L27 N 77°48'42" W 52.21'L28 N 59°47'08" W 29.49'L29 N 52°39'10" W 34.09'L30 N 60°36'06" W 17.86'L31 N 66°09'03" W 38.37'L32 N 51°19'29" W 43.49'L33 N 50°42'39" W 57.85'L34 S 78°19'11" W 31.65'L35 S 67°17'03" W 25.71'L36 S 63°45'19" W 14.97'L37 N 35°13'16" W 35.16'L38 N 38°28'57" W 20.85'L39 N 34°35'25" W 88.88'L40 N 34°35'25" W 57.91'L41 S 40°46'33" W 19.11'L42 S 05°25'50" E 53.10'L43 S 38°15'00" E 57.42'L44 S 41°25'18" E 23.70'L45 S 36°32'41" E 24.60'L46 S 34°11'57" E 47.24'L47 S 15°07'23" E 20.35'L48 S 02°55'50" W 23.96'L49 S 78°48'24" E 27.67'L50 N 87°52'37" E 11.55'L51 N 33°18'37" W 23.78'L52 S 22°49'37" E 99.99'L53 S 22°49'37" E 99.77'L54 S 22°49'37" E 99.91'L55 S 22°49'37" E 169.79'L56 S 22°49'37" E 19.99'L57 S 67°17'24" W 212.43'L58 N 16°30'14" W 20.25'L59 S 16°30'14" E 80.00'L60 N 02°03'56" E 32.03'L61 N 74°26'43" W 125.36'L62 N 44°42'57" W 113.71'PROPERTY BOUNDARYLINE TABLEL475 N 03°21'01" W 20.88'LINE BEARING DISTANCEL476 N 35°09'52" W 39.80'L477 N 45°59'12" W 49.51'L478 N 55°04'31" W 76.24'L479 N 52°59'42" W 68.09'L480 N 29°35'28" W 24.44'L481 N 30°24'40" E 89.25'L490 N 08°46'56" W 38.20'L491 N 51°51'02" W 64.16'L492 N 50°39'20" W 111.01'L493 N 21°44'42" W 35.81'L494 N 18°33'45" E 65.35'"NA" LINENORMAL HIGH WATERSTART LAT: 34.353088START LON: 77.690081"XA" LINE404 WETLANDSSTART LAT: 34.353088START LON: 77.690081 1&&*,$ Figure 7 POST USACE & NC DWR Meeting Sketch 0DS6RXUFH1&2QH0DS www.lmgroup.net 3805 Wrightsville Avenue Wilmington, NC 28403 Phone: 910.452.0001 Fax: 910.452.0060 %RXQGDULHVDUHDSSUR[LPDWHDQGDUHQRWPHDQWWREHDEVROXWH N 6&$/( ¶ ZKHQSULQWHGDW´[´ /HD7UDFW 3HQGHU&RXQW\1& 6HSWHPEHU /0* /?&$0$?&$0$),/(6?/HD7UDFW)DFWRU\5G'/RJDQ?'HOLQHDWLRQ?0DSV NOTE: This is not a survey. All boundaries and distances are considered approximate. This represents a preliminary sketch prepared from field notes. A survey of delineated areas is recommended prior to specific site planning. This site was reviewed in the field by Emily Greer of the USACE on 7/17/18 and Robb Mairs of NC DWR on 7/24/18. Legend Non-Jurisdictional Ditches ~ 19,988 lf RPWs ~ 3,218 lf Streams ~ 579 lf Normal High Waterline Boundary ~ 152.5 ac Section 10 Waters ~ 1.9 ac (1%) Non-jurisdictional Upland Swale ~ 0.4 ac (<1%) Section 404 Wetlands ~ 3.7 ac (2%) Uplands ~ 146.5 ac (97%) Data Point Locations SITE INSET 2 INSET 1 (VUL+(5(*DUPLQ2SHQ6WUHHW0DSFRQWULEXWRUV Figure 7a POST USACE & NC DWR Meeting Sketch Inset 1 0DS6RXUFH1&2QH0DS www.lmgroup.net 3805 Wrightsville Avenue Wilmington, NC 28403 Phone: 910.452.0001 Fax: 910.452.0060 %RXQGDULHVDUHDSSUR[LPDWHDQGDUHQRWPHDQWWREHDEVROXWH N 6&$/( ¶ ZKHQSULQWHGDW´[´ /HD7UDFW 3HQGHU&RXQW\1& 6HSWHPEHU /0* /?&$0$?&$0$),/(6?/HD7UDFW)DFWRU\5G'/RJDQ?'HOLQHDWLRQ?0DSV NOTE: This is not a survey. All boundaries and distances are considered approximate. This represents a preliminary sketch prepared from field notes. A survey of delineated areas is recommended prior to specific site planning. This site was reviewed in the field by Emily Greer of the USACE on 7/17/18 and Robb Mairs of NC DWR on 7/24/18. Legend Non-Jurisdictional Ditches ~ 19,988 lf RPWs ~ 3,218 lf Streams ~ 579 lf Normal High Waterline Boundary ~ 152.5 ac Section 10 Waters ~ 1.9 ac (1%) Non-jurisdictional Upland Swale ~ 0.4 ac (<1%) Section 404 Wetlands ~ 3.7 ac (2%) Uplands ~ 146.5 ac (97%) A168 A83 C12 X7 C15 A109 A46 A22 A14 A198 A213 C1 C9 tied to bulkhead C10 tied to bulkhead C36 tied to X1 WETLAND A ~ 0.23 ac WETLAND B ~ 1.6 ac RPW 1 ~ 75 lf DP2-UP DP2-WET DP3-UP DP3-WET Data Point Locations Stream Forms SF1 SF2 WETLAND F ~ 0.05 ac Stream 2 ~ 100 lf N5 N1 XA1 XA6 Figure 7b POST USACE & NC DWR Meeting Sketch Inset 2 0DS6RXUFH1&2QH0DS www.lmgroup.net 3805 Wrightsville Avenue Wilmington, NC 28403 Phone: 910.452.0001 Fax: 910.452.0060 %RXQGDULHVDUHDSSUR[LPDWHDQGDUHQRWPHDQWWREHDEVROXWH N 6&$/( ¶ ZKHQSULQWHGDW´[´ /HD7UDFW 3HQGHU&RXQW\1& 6HSWHPEHU /0* /?&$0$?&$0$),/(6?/HD7UDFW)DFWRU\5G'/RJDQ?'HOLQHDWLRQ?0DSV NOTE: This is not a survey. All boundaries and distances are considered approximate. This represents a preliminary sketch prepared from field notes. A survey of delineated areas is recommended prior to specific site planning. This site was reviewed in the field by Emily Greer of the USACE on 7/17/18 and Robb Mairs of NC DWR on 7/24/18. 1&&*,$(VUL+(5(*DUPLQ2SHQ6WUHHW0DSFRQWULEXWRUV Legend Non-Jurisdictional Ditches ~ 19,988 lf RPWs ~ 3,218 lf Streams ~ 579 lf Normal High Waterline Boundary ~ 152.5 ac Section 10 Waters ~ 1.9 ac (1%) Non-jurisdictional Upland Swale ~ 0.4 ac (<1%) Section 404 Wetlands ~ 3.7 ac (2%) Uplands ~ 146.5 ac (97%) D6 C29 C1 tied to C37 C10 B1 tied to B210B31 B57 B78 B112 WETLAND C ~ 1.5 ac WETLAND D ~ 0.3 ac WETLAND E ~ 0.1 ac D1 tied to D14 RPW 2 ~ 445 lfRPW 3 ~ 112 lf RPW 4 ~ 396 lf RPW 5 ~ 198 lf RPW 6 ~ 152 lf RPW 7 ~ 595 lf RPW 8 ~ 700 lf RPW 9 ~ 234 lf RPW 10 ~ 211 lf DP1-UP DP1-WET Data Point Locations Stream 1 ~ 479 lf SF3 Stream Forms NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant:Logan Development, Inc., D Logan File Number: SAW-2018-01501 Date:4/2/2019 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx or the Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. x 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. x 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 x 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. x APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION:You may accept or appeal the approved JD or provide new information. x 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. x APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the appeal process you may contact: District Engineer, Wilmington Regulatory Division Attn: Emily Greer Wilmington Regulatory Office U.S Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 If you only have questions regarding the appeal process you may also contact: Mr. Jason Steele, Administrative Appeal Review Officer CESAD-PDO U.S. Army Corps of Engineers, South Atlantic Division 60 Forsyth Street, Room 10M15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. ________________________________________ Signature of appellant or agent. Date: Telephone number: For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division,Attn: Emily Greer, 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