The URL can be used to link to this page

Home My WebLink About20221255 Ver 1_Combined SAW 2006-040170 CL-32 Letter Masonboro Yacht Club and Marina.docx_20221117DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 November 17, 2022 Regulatory Division Action ID No. SAW 2006-40170 Masonboro Yacht Club and Marina, Inc. Attn: David Christopher 609 Trails End Road Wilmington, NC 28409 Dear Mr. Christopher: Reference your application for a Department of the Army permit to re -issue your permit for maintenance dredging at your marina and an access channel to the marina. The proposed footprint is within the originally permitted footprint and no dimensional changes are being proposed. The dredging areas include an access channel that connects to the AIWW and areas within the marina labeled as Areas A, B, C, D and E. The final dredge depth will continue to be the previously authorized of -6 feet at mean low water level (MLW) plus -2 feet of over dredge. The dredging area will encompass approximately 259,432 square feet (5.96 acres) of shallow bottom area and a maximum of 33,060 cubic yards of material may be excavated from these areas. The marina facilities are located near the mouth of Whiskey Creek. A modification to this permit is also being approved with this re -issuance to allow for a change in the permitted spoil site. All spoil material will now be deposited on property owned by Flying Turtle Farms, LLC (Richard Johnson) which is located between the Corps of Engineers Easement on DA-254 and the NC Coastal Reserve property. This site is located west of Masonboro Island adjacent to the AIWW. A new spillway and discharge pipe is to be placed in the same footprint of the previous pipe for DA-254. The spoil holding capacity of this site is estimated to be 44,600 cubic yards. Your proposal has been reviewed and found to be consistent with the provisions and objectives of the CAMA-Corps Programmatic Permit process, via Regional General Permit 291 (copy attached), for construction activities that receive authorization from the State of North Carolina. Therefore, you may commence construction activity in strict accordance with the applicable State authorization, attached Federal special conditions, RGP-291 conditions and the approved plan. Failure to comply with the State authorization or conditions of the Federal permit could result in civil and/or administrative penalties. If any change in your work is required because of unforeseen or altered conditions or for any other reason, plans revised to show the change must be sent promptly to this office and the North Carolina Division of Coastal Management prior to performing any such change or alteration. Such action is necessary as revised plans must be reviewed and the authorization -2- modified. Questions or comments may be addressed to Greg Currey, Wilmington Field Office, Regulatory Branch, telephone 910-523-1151 or email Gregory.e.currey@usace.army.mil. Sincerely, G re Q r Digitally signed by g Y Gregory Currey Currey Date: 2022.11.17 14:03:16 -05'00' Greg Currey, Project Manager Wilmington Regulatory Field Office Enclosures: Plans Manatee Guidelines GP 291 conditions Copies Furnished by Email (with enclosures): NOAA/NMFS; Mr. Fritz Rhode/Ms. Twyla Cheatwood NOAA/NMFS; Dr. Pace Wilber NCDEQ/DCM; Mr. Jonathan Howell NCDEQ/DCM; Ms. Tara McPherson NCDEQ/DWR; Ms. Holley Snider NCDEQ/DCM; Mr. Cameron Luck NCDEQ/DCM; Ms. Amanda Cannon USFWS; Mr. Pete Benjamin/Mrs. Kathy Matthews USEPA; Mr. Todd Allen Bowers USCG; BOSN3 Mr. Paul Bertram Ms. Debbie Wilson -2- Special Conditions 1. All work authorized by this permit must be performed in strict compliance with the submitted plans, dated December 17, 2021, which are a part of this permit. Any modification to these plans must be approved by the US Army Corps of Engineers (USACE) prior to implementation. 2. Except as authorized by this permit or any USACE approved modification to this permit, no dredge, fill, or mechanized land -clearing activities shall take place at any time in the construction or maintenance of this project within waters outside the designated permitted boundary. This permit does not authorize temporary placement or double handling of excavated or fill material within waters outside the permitted area. 3. Work in wetlands is prohibited during the dredging, material disposal, or any other aspects of work associated with this project. All dredged material must be deposited on high ground. 4. All mechanized equipment will be regularly inspected and maintained to prevent contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic materials. In the event of a spill of petroleum products or any other hazardous waste, the permittee shall immediately report it to the N.C. Division of Water Resources at (919) 733-5083, Ext. 526 or (800) 662-7956 and provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act will be followed. 5. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this permit in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this permit. A copy of this permit, including all conditions, shall be available at the project site during construction and maintenance of this project. 6. 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. 7. The activity must be conducted in such a manner as to prevent a significant increase in turbidity outside the area of construction or construction -related discharge. Increases such that the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25 -3- NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not considered significant. 8. In order to further protect the endangered West Indian Manatee, Trichechus manatus, the permittee must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all requirements therein. The guidelines can be found at http ://www.fws.govinc-es/mammal/manatee_guidelines.pdf. 9. Violations of these conditions or violations of Section 404 of the Clean Water Act or Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation. /11 /11 /11 /11 _moo/ /11 /11 MEM _—w00.11 11WI -4100 Alaiv v.) .IMIIIMIL .0•-• • _mow/ • woos— . • /1. owimor" • woos' • • • - ..•0°""" _rn„ww■01.'" woo— ..•.°1"" _rnowsus"-- woo"— _meow— _mow— .500"7— _mowwws."" sows"-- Volume Calculations AREA Entrance AREA "A" AREA "B" AREA "C" AREA "D" AREA "E" TOTAL Grade -6.0 2,350 cy 870 cy 2,170 cy 3,840 cy 4,460 cy 1,500 cy 15,190 cy puir-'5"1" OD -8.0 7,210 cy 2,630 cy 4,190 cy 8,000 cy 8,330 cy 2,700 cy 33,060 cy ••• Vertical Datum Conversion 2.56' NAVD88 MLW Masonboro Yacht Club 609 Trails End Road Wilmington, NC 28409 BEFORE DREDGE SURVEY - December 2021 Graphic Scale 025' 50' 100' Scale: 1" = 50' Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: Mean Low Water 3. Data collected by TI Coastal on December 15th and 16th, 2021 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. 2020 Aerial of downloaded from NC OneMap GeoSpatial Portal. TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 Survey Layout DWG NAME: 211216 Masonboro Yacht Club BD Survey.dwg DWG DATE: December 17, 2021 SCALE: 1" = 50' SURVEY DATE: December 15-16, 2021 SHEET: 1 OF 7 7 it • gal el • s • P ea • '_ tr• • • 401, •J 1 t. • 4. • 1. . 0, • +1,6 +1,6 +1, 7 +1,6 +1,5 +1.5 +1,2 +0,9 +0.7 +0,5 +0,4 +0,2 0.0 0.4 0,6 0.9 +1,8 1,0 +1,7 1.1 +1,5 1'2 +1,0 1,3 +0,7 1.3 +0.3 1.3 +0,2 1,3 +0,1 1.41,3 +0.1 1.5 0.1 0.51,5 0.5 1,5 6 1,5 10.0 +0.1 1,6 10 +0.0 1.7 12 +0,1 1.7 1'6 0.0 1,7 1.3 +0,0 1,7 1,1 +0,1 1,7 1,4 +0,3 •ry • 1.7 1.6 1.6 1.6 1.7 +1, 7 +1, 7 +1,8 +1,6 +1,7 +L4 +1,8 +1.8 +1,6 +1.8 +2,1 +1.9 +2.1 +0,6 +0,6 +0,6 +0,7 +0,7 +0,8 +0.9 +1.2 1,5 +0,3 1,3 +0,0 +1.1 1,3 0.1 +1,0 1,5 +0,0 +19 1,5 0,2 +0.6 :A.- 0.3 0.2 0,20,3 0,1 0.4 +0,0 +0,1 0,4 +0.2 0,4 +0,2 0.4 +0,3 04 +0,2 0.2 +0,2 0,3 +0,4 0,1 +0,6 0.1 +0,7 0,0 +0 7 +0,1 +0,8 +0.5 +1.1 +0,6 +L4 +0.9 +L2 +0,8 +1.2 +1,2 +1.5 +1.8 +2,0 +1,9 +1,8 +1.6 +1,4 +1,5 +1,4 +1,1 +0,9 +1,0 +0.9 +1.0 +1.1 +1.0 +1.1 +1,3 1.7 1,6 0,3 +0,2 1.7 1,7 0,6 0,3 1.7 1,7 0,9 0,5 1.8 1,8 1.8 2,3 2,01,4 2.21,3 1.9 2 7 2,9 3,1 2.2 3,6 3,8 4,0 2.9 5,2 5,1 3.6 4,9 6,0 6,1 'I 3,9 5,2 5,8 6,1 4.0 4,9 55.9 4.0 4.86,1 5 3.9 4,9 5 5,9 5,5 3,8 4.8 5 $ 6.0 3.8 4,9 5 6 6,2 6 5 6.0 4.0 5 56 4.1 4,1 3.8 3.6 4,0 3.4 3,0 3,43 5 7.2 3.6 2.5 2.6 ,3,0 2,4 2'82,5 2,1 2'02,1,5 2 1,8 4.15 j 1,5 ' 1,8 22:1 1.4 1'91,5 1.1 1.8 , 0 5 1.0 1.9 1 1,0 2,1 1.9 0,9 2.5 0.8 2.2 0.3 1.9 +0,2 1.6 +0, 7 +1,2 0,00.9 �- +0,6 +1,3 +1,3 +1,4 5,4 6.7 55.7,36.2 5,0 5 �.2 4,45 4,5 2.1 • 2 2 2.1 0.1 1.6 J • 0,1 0.1 0.1 0.1 0.2 0,2 0.2 0,2 0.3 0.3 0,4 0.4 0,4 0.6 0.6 0.6 0.5 0,5 0.3 0.2 +0.1 +0,4 +0.4 0.0 0.6 60 0.2 0.3 0,3 0.3 0.4 0.3 0.4 0,4 0.5 0,6 0,6 0.5 0.3 0.0 +0,2 +0.1 0.2 1.4 1.9 2.1 +1.0 1.5 2.3 +1,1 9' 2.6 2.8 +0,9 2.8 3.1 +0,4 3.0 3.4 +0.0 3.4 3,7 0.2 3.6 4.0 0.4 4440 4,0 0.7 41 4,0 1.3 411,2 4.1 2.4 4.1 3.7 3,4 3,7 3,5 4.1 3,5 3.3 4.9 5,7 33,3343,1 ,1 6.1 3,,43.1 3.3 2.8 2. 6.0 3.4 3.2 2. 6.2 3,4 2.. 6,,3 3,3 4.0 3.1 1:9 6, 632 3.3,54 6,4 3,2 3.8 3.2 3.8 6,0 3,33,3 6.1 3.4 3.3 33_ 33. 55,,99 3,3,65 3,3,63 5.9 3.9 3,6 5. 5.8 4.1 3.7 1 5.8 4,4 3.8 3: 4. 5.8 4.6 3.8 4. 5,9 4.6 3.8 5.8 4.5 3,8 4 5.7 4.3 4,1 5,4 4.3 4.0 5,2 4.2 4.0 5,1 4,1 4.4 5. 5.1 4.2 4,2 3.9 4.2 5,2 4,5 3,8 4.2 3.8 3. +0,0 0,0 0,0 0.2 0.4 0,3 0.3 0.3 0.4 0.6 0.5 0,50 0,5 0.6 0,7,5 0,5 0,7 0.7 6 0, 8 0,7 0.8 0.6 0,7 0.6 0.6 4,8 4.1 4,9 4,3 4,9 4,3 •4---3.9 3.6 foto •• O. • trt 0,2 +0.0 +0,3 +0,2 0.3 0.8 1.8 2.0 2.3 2,7 3.0 3,4 ,8 1 4 4.1 4.2 4' 4 ♦ 3.1 2.8 3.4 4.1 4.0 4.9 4.6 4.4 4.6 47 .9 4.6 .5 3.9 • 0.0 0.2 0.1 0.2 0.3 0.3 0.2 0.3 0.3 0.3 0.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0,5 0.1 0.5 0.1 0.8 0.8 2.0 1.6 2,6 2.1 2.5 2.3 2.5 2.4 2.8 2.8 3,2 3,0 3.4 3,3 3.5 3.5 7 3.6 4,1 5.0 3.6 4. .1 3.6 +0,7 +0,5 0.0 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.4 0.4 0.2 +0,1 +0,2 +0,3 +0,5 +0,4 +0.0 0.6 1,6 2.4 2.6 2,9 3.2 3,5 3,7 4.7 3.2 3.7 4.9 4. ♦ • +0.8 +0,9 +0,8 +0,9 +0,7 +0,8 +0,6 +0,9 +0.5 +0,8 +0,4 +0,8 +0,3 +0,8 +0,3 +0,8 +0,3 +0,6 +0,3 +0.6 +0.3 +0,6 +0,4 +0,5 +0,4 +0.5 +0.5 +0,6 +0,5 +0,8 +0.4 +0,7 +0,5 +0,6 +0,6 +0,1 +0,0 0.8 1.1 1.6 1,7 2,2 2,1 2,8 2,3 2.9 2,7 3.2 3,0 3.5 3.4 3.5 3.5 3.6 3.7 3.6 1113.7 3,8 3.7 4.0 4.3 4.8 4,1 4447 3.5' 3.23. 4.2 3,4 3.3 3.3 3.2 3.7 3.6 •., 3.3 3.1 3,6 3,2 3,2 3,1 3,2 3,2 3.6 3,5 3,5 4 3 3.9 3,7 4 8 4.4 3.8 4.2 4.: 4.7 4.1 4.0 4,3 5.3 4.s 4.6 6.3 6,4 6.1 5.6 5.6 37 .9 4.1 A N 3.2 23 4. 3.4 .4 4.2 5.7 4.7 4.5 4.7 .6 4.4 4. 41 4'3 4.1 2.1 47 4 3.7 n +0,6 +0,4 +0,8 +0,2 0,3 +0,7 +0,2 0.3 +0,6 +0,3 0.3 +0,6 +0,3 0.3 +0,4 +0,3 0.2 +0,4 +0,3 0.3 +0,6 +0,2 0,3 +0,7 +0,3 +0.0 +0,8 +0,6 0.3 +0,7 +0,4 0,9 +0,2 0.3 1,7 0.8 1.4 2.5 1,6 2,3 3.2 2,2 2.6 3,5 .5 2.9 3,9 .0 3.5 3,9 .2 4,0 4,2 ,9 4,3 4,3 4.0 4,4 3,: 4,0 4,7 3, 4.4 4.8 3,• 4,4 4,7 4,2 4.6 4.9 4, 4, 4, 41 3.6 4.7 3.8 5.0 61 6.2 .9 ,116,7 111 6.3 5,5 3,7 .6 5'3 4,0 4.14,8 3.6 3.3 ' 8 4,4 5,3 41 e56 443 9 4,6 4 4 'A 4,4 4,3 8 4,5 4.2 4,1 3,7 0 4,6 3,6 3,1 4.8 4,2 3.5 2.9 .8 3'9 3,3 2,9 7 3.9 3,13 4 4,5 4,3 3,2 3,9 ' 5,2 6.0 5.3 4.6 4,9 6.0 5,1 5,0 4.9 3.6 5,6 4.9 5,1 5.0 2.0 4.1 2.3 1.5 3.4 2.5 4.8 5,1 4.5 2.7 2.62.62.7 2.1 1.4� •1 i 0 0 ti 3,3 4.4 3,6 3,8 3,9 4,7 4 4,0 4,0 4 4,0 3,9 4,2 3,7 4,2 4,2 3,7 4,1 3,6 3.8 5,2 5,5 6,6 5,6 4.7 5,4 5.5 5,1 4.8 5,15E 5.2 5.6 4.1 6 0 r- i 5.5 • 4.7 • •• 1 w . _+ ti 0 • In + Ln 0 • • .�* •I. 4.. 0 1 t •• . '' •1 • + 0 0 .a • f • • • N 0,0 0,4 0.4 0.5 0,5 0.6 0,6 08 0.7 0.9 1,1 1.2 1,6 2.3 3.1 3.6 4.0 4,1 4,4 4,6 4,5 4,6 4.8 5,1 5,2 5,2 5,4 5,5 5,7 ,5 5,5 5,5 5,3 5.1 5.6 5.2 5.1 5,0 4,9 4,8 4,6 4.6 4,5 4.6 4,4 4,7 4,3 4,3 3.8 4.0 3.6 4.7 1,6 1.7 1,9 2.0 0,9 2.1 2,3 1.0 2.5 2,5 1.4 2.9 2,5 1,9 2.9 3,1 2.4 3,4 3,3 3,7 3,7 4,3 4,2 4.4 4,4 4,4 4,9 4,9 4.5 4.9 5.1 4,9 4.8 5,3 4,9 5.1 5.8 5,0 5,2 5,9 5,2 5.5 6.0 5,5 5,7 5,9 5,5 5.6 5,7 5.6 5,7 5,5 5,7 5, 5,5 5, 5,8 5,9 5,5 5,2 5,3 4,5 5,0 4,3 4,6 4,0 4,73.9 4,43.9 .5 3g.2 6.3 4,0 4.0 3,7 4,03.8 4,23,7 3.2 3.2 3,2 3,0 3,3 3,0 3.4 3.8 2.9 3.5 4.0 2,9 2,9 3,92.8 3 p 2,9 2.7 3:1 3. 2,9 2.7 3. 3,0 2,9 3•62,3.1 3 3 3. .9 38 3.3 3,6 3.3 4.8.0 N. 00 0 5,84.E t 5.0 .4 5.3 6.2 5 6.7 6.4 3.4 2.4.7 2. 6. 3.9 3.7 13. 3. 3.1 2. 0,7 0.6 0.5 0,6 0,5 0,6 0,4 0.6 0.3 0.6 0,3 0,5 0.2 0,5 02 0,5 0,2 0.5 0.3 0,6 0,4 0.8 0,6 0,9 0,9 1.1 1,2 1,5 1.7 2.0 2,2 2.4 2.7 2.7 3,3 2.9 3,6 3,4 4,3 3.8 5,1 4,3 5,8 4.8 6.5 5,3 7,0 6,0 7.2 6,1 7.2 6.3 7,2 6,3 7,1 6.5 6.7 6.3 6.4 6.0 6.1 5,3 5,5 5.0 4,4 4,3 4.2 3.8 3,5 3,4 3,3 4.1 3,2 3.1 2.9 3.63,1 3.73,1 4.8 .3 5.1 4.6 4.2 .4 4.1 .0 .4 .9 .7 3.6 3.8 3,2 3,1 352,9 3.1 392,9 • 2,9 2,9 3,2 3.6 3.7 3.5 3.9 3.5 3.4 3.5 3.9 3.0 1 22.8 3.5 3.6 3.6 4.2 a , 4.1 3,5 3,6 3,7 3,4 3.73,4 3,4 3,4 3,3 3.1 4 2.7 ■ 0.0 0,1 0.1 +0.1 +0.2 +0,2 0.0 0.2 0.5 0,9 1,4 2.4 2.9 3,3 9 4.8 5,7 6.0 7,0 7,4 7,5 7,7 7.6 7,3 7,0 6.7 6,3 5,9 5,4 5,0 4,9 4,7 4,4 4.3 4,1 4.0 3,7 3,6 3,8 3,7 3,6 3.6 3,7 3,7 3.7 3,6 6 8 9 4,0 3,9 4,0 3,9 3,8 3,8 3,9 3,9 4,1 4,0 3,8 3,9 3, 1 0,0 +0,0 +0,2 +0,1 +0,2 +0,1 +0.1 0,1 +0,1 0.3 0.0 0.4 0.3 0,6 1,3 1.9 2,4 3,1 4,3 5,4 6.7 7.6 8,4 8,5 8,7 8,5 8,3 8.0 7,9 7,7 7,2 7.1 6.7 6. 6,3 5.6 5.5 5.3 5,4 4. 5.0 4,34.8 3• 1 • 4,0 3,6 3.5 3,2 3,0 3,1 2,9 3,1 2,8 2,9 3,0 3.2 3,2 3,3 3,8 4. 3,7 3,7 ., 4,0 144 3. 4,.. 4,2 4,4 4,44.4 4.4 4,54.3 4,5 4,0 .1 3, r vim 3. 0,9 1.4 2,3 3.2 4.7 6,4 7,6 8,6 9.0 9,2 9,4 9,5 9,4 9,3 9,2 8,8 8,4 7.8 7,2 • 3. 2.7 0,2 0.3 0,2 0,1 0,1 0,1 0.2 0,3 0,6 0,8 1.2 2.1 3,4 5.4 7.0 7.8 8,6 9,0 9.5 9.5 9,6 9,6 9.4 9.3 9,1 9.1 2.9 2.9 3.7 3.2 3.6 3.4 4.1 3.8 4.0 4.6 4.2 4.8 2.6 4. 4. .6 4.3 +05 +03 +08 22 3,4 6,3 7,9 8,6 92 93 4.3 9.8 +05 +01 95 5,4 +03 5.6 6.2 6,5 03 + 0. 2, 10. 1,3,0o: .00:00, .1. :101, 5,7 5,8 6.0 6.0 4.3 4.8 5.6 5.9 5,9 5.9f 5,9 5,9 6.0 6.2 6,4 6.9 7,1 7.4 7.4 7.6 7,5 7.4 7,4 7,3 6.9 6,4 5.7 5,1 4.4 3,9 31.11=11 3 2,8 2.6 5.2 5.7 5.9 4.4 2,8 2,4 2.3 2.3 2.5 2,7 2.9 3. .1 5,6 5,6 5.7 5,6 5,7 6.3 6,4 6.4 6,5 6.7 6.7 6,9 6,8 7,1 7,2 7,0 6,4 5.8 5,2 4. 3. 3. 3. 0 Lo +0,6 4705 2,0 1,9 1.5 1.3 LO 0.6 OA +03 +03 1.0 01. 2,4 2,8 25 2,4 2,4 23 2,0 1.0 OB Oh 05 05 +02 +01 01 +01 03 0,3 0,0 +03 2,9 4.03 +07 +10 0.0 85 33 55 4,3 4.6 tot 1.3 1.9 03 1.8 42 6,0 7,2 33 7,4 0.6 05 82 73 4,4 2.7 05 Oh 05 02 0,3 0,6 05 02 0,4 Oh Oh 02 03 3,3 05 0,3 4.6 626c 0.6 5,4 105 95 73 72 7,4 35 3,3 21 1,0 13 OB 3.6 OB 05 03 0,3 03 OA IColor Contour Scale I uIl" 22 1.5 1,4 Is 0 3,8 58 58 5,4 5,7 63 3,0 6,4 65 3,0 103 112 115 0 • t. • • • 14 • • Vertical Datum Conversion 2.56' NAVD88 MLW Masonboro Yacht Club 609 Trails End Road Wilmington, NC 28409 BEFORE DREDGE SURVEY - December 2021 Graphic Scale Scale: 1" = 50' Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: Mean Low Water 3. Data collected by TI Coastal on December 15th and 16th, 2021 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. 2020 Aerial of downloaded from NC OneMap GeoSpatial Portal. TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 Color Contours and Bathymetry DWG NAME: 211216 Masonboro Yacht Club BD Survey.dwg DWG DATE: December 17, 2021 SURVEY DATE: December 15-16, 2021 SCALE: 1" = 50' SHEET: 2 OF 7 X: 2346777.1 Y: 149712.8 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 00+00 -450.0 00+00 -400.0 -350.0 Length: 236.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 -100.0 -50.0 0.0 50.0 X: 2346904.0 Y: 149911.8 100.0 150.0 5.0 0.0 5.0 10.0 1111 _ 1111 1111 1111 1111 1111 1111 00+00 1111 1111 1111 1111 1111 1111 _ 6.0' - 8.0' - I111 1111 1111 M 1111 1111 1111 I.11 1 I I 1I111I 1 1111 I 1111115.0 DBL 100.0 Ft:In Depth 5.0 Ft:In Survey 2018 CND 00+00 Template X: 2346692.8 Y: 149766.6 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 01+00 -450.0 01+00 -400.0 -350.0 Length: 236.0 Azimuth: 32.5 X: 2346819.7 Y: 149965.6 -300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 15.0 1111 _ 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 01+00 1111 1111 _ 1\f----10.0 , . __,_\_or,...sf\-.._......,_, 8.0' - 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111I1111 1111 1111 Survey 2018 CND 01+00 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346608.5 Y: 149820.3 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 02+00 -450.0 02+00 -400.0 -350.0 Length: 236.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346735.4 Y: 150019.3 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 1111 _ 1111 1111 1111 1111 1111 1111 02+00 1111 1111 1111 1111 1111 1111 _ 6.0' ' - 8.0' 111 1111 1111 1111 1111 1111 1111 1111 1111 1111I1111 1111 1111 Survey 2018 CND 02+00 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346756.0 Y: 149726.3 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 00+25 -450.0 00+25 Length: 236.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 -100.0 -50.0 0.0 X: 2346882.9 Y: 149925.3 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 1111 _ 1111 1111 1111 1111 1111 1111 00+25 1111 1111 1111 1111 1111 IIIII _ 6.0' - 8.0' - 1111 ------\\AN 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 Survey 2018 CND Template 00+25 DBL 100.0 Ft.ln Depth 5.0 Ft:In X: 2346671.7 Y: 149780.0 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 01+25 -450.0 01+25 -400.0 -350.0 Length: 236.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346798.6 Y: 149979.0 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 1111 _ 1111 1111 1111 1111 1111 1111 01+25 1111 1111 1111 1111 1111 IIIII _ _ 8.0' - 111 1111 1111 1111 1111 1111 1111 1111 1111 11111iiii ii11 1111115.0 Survey 9018 CND 01+25 Template DBL 100.0 Ft.ln Depth 5.0 Ft:In X: 2346587.4 Y: 149833.8 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 02+25 -450.0 02+25 -400.0 -350.0 Length: 236.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 -100.0 -50.0 0.0 X: 2346714.3 Y: 150032.8 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 1111 _ 1111 1111 1111 1111 1111 1111 02+25 1111 1111 1111 1111 1111 1111 _ - 6.0' 8.0' 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 Survey 2018 CND 02+25 Template DBL 100.0 Ft.ln Depth 5.0 Ft:In X: 2346735.0 Y: 149739.7 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 00+50 -450.0 00+50 -400.0 -350.0 Length: 236.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 -100.0 -50.0 0.0 X: 2346861.8 Y: 149938.7 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 1111 _ 1111 1111 1111 1111 1111 1111 00+50 1111 1111 1111 1111 1111 1111 _ 6.0' 8.0' 1111 1 1111 1 1111 1 1111 1 1111 1 1111 1111 1111 1111 1111 1111 1111 1111 Survey 2018 CNC 00+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346650.6 Y: 149793.5 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 01+50 -450.0 01+50 -400.0 -350.0 Length: 236.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 -100.0 -50.0 0.0 X: 2346777.5 Y: 149992.5 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 1111 _ 1111 1111 1111 1111 1111 1111 01+50 1111 1111 1111 1111 1111 11111 6.0' 8.0' - 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 Survey 2018 CNC' 01+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346566.3 Y: 149847.2 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 02+50 -450.0 02+50 -400.0 -350.0 Length: 236.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346693.2 Y:150046.2 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 1111 _ 1111 1111 1111 1111 1111 1111 02+50 1111 1111 1111 1111 1111 1111 _ - a`-� 6.0. NW 8.0' 1iii iiii iiii iiii iiii iiii iiii iiii iiii IIIII1iii iiii 1111 Survey 2018 CND 02+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346713.9 Y: 149753.1 -500.0 -5.0 0.0 5.0 10.0--.-\r 15.0 2021 BD 00+75 -450.0 00+75 Length: 236.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 -100.0 -50.0 0.0 X: 2346840.8 Y: 149952.1 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 1111 _ 1111 1111 1111 1111 1111 1111 00+75 1111 1111 1111 1111 1111 1111 _ 6.0' - '4.0' iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii iiii 1111 1111 Survey 2018 CND Template 00+75 DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346629.6 Y: 149806.9 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 01+75 -450.0 01+75 -400.0 -350.0 Length: 236.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346756.4 Y: 150005.9 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 1111 _ 1111 1111 1111 1111 1111 1111 01+75 1111 1111 1111 1111 1111 1111 _ _fit, - iii6.0' - 8.0' - 1iii iiii iiii iiii iiii iiii iiii iiii iiii IIIII1iii iiii 1111 Survey 2018 CND 01+75 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346545.3 Y: 149860.6 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 02+75 -450.0 02+75 -400.0 -350.0 Length: 236.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346672.1 Y: 150059.6 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 1111 _ 1111 1111 1111 1111 1111 1111 02+75 1111 1111 1111 1111 1111 1111 _ ` vir6.0' 8.0' 1iii iiii iiii iiii iiii iiii iiii iiii iiii IIIII1iii iiii 1111 Survey 2018 CND 02+75 Template DBL 100.0 Ft:In Depth 5.0 Ft:In Vertical Datum Conversion 2.56' TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 NAVD88 MLW Masonboro Yacht Club 609 Trails End Road Wilmington, NC 28409 BEFORE DREDGE SURVEY - December 2021 Graphic Scales 0' 50' 100' 200' Scale: 1" = 100' Horizontal 0' 2.5' 5' Scale: 1" = 5' Vertical 10' Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: Mean Low Water 3. Data collected by TI Coastal on December 15th and 16th, 2021 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. DWG NAME: 211216 Masonboro Yacht Club BD Survey.dwg Cross -Sections Stations 00+00 TO 02+75 DWG DATE: December 17, 2021 SURVEY DATE: December 15-16, 2021 SCALE: AS SHOWN SHEET: 3 OF 7 X: 2346524.2 Y: 149874.1 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 03+00 03+00 Length: 236.0 Azimuth: 32.5 X: 2346651.0 Y: 150073.1 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII IIII IIII IIII IIII IIII _ IIII IIII IIII IIIIIIIII IIII IIII 03+00 _ ` I idl 1.4 6.0' W 8.0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII llll Survey 2018 CND Template 03+00 DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346439.8 Y: 149927.8 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 04+00 -450.0 04+00 -400.0 -350.0 Length: 222.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 -100.0 -50.0 0.0 X: 2346559.2 Y: 150115.1 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 04+00 IIII IIII IIII IIII IIII IIII - 6.0' - 8.0' - IIII IIII IIII IIII IIII IIII IIII IIII 1 IIII 1 IIII IIII 1 IIII 1 IIII Survey 2018 CNC 04+00 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346355.5 Y: 149981.6 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 05+00 -450.0 05+00 -400.0 -350.0 Length: 214.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 -100.0 -50.0 0.0 50.0 X: 2346470.6 Y: 150162.1 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 05+00 IIII - IIII - lllllllll IIII IIII 1 - _ It ' 6.0' 180 - .- ,-/ .- llllllllllllllllll IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIII Survey _uflu I:INL 05+00 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346503.1 Y: 149887.5 -500.0 -5.0 0,0 5.0 10.0 15.0 2021 BD 03+25 03+25 Length: 236.0 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346629.9 Y: 150086.5 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll llll _ llll llll llll 03+25 llll llll lllllllll IIII llll _ _ 1/ iwil 6.0' 8.0 IIIIIIIIIIIIIIIIII llll llll llll llll llll lllllllll llll llll Survey 2018 CND 03+25 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346418.8 Y: 149941.3 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 04+25 -450.0 04+25 -400.0 -350.0 Length: 215.7 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346534.7 Y: 150123.2 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 04+25 IIII IIII IIII IIII IIII IIII - ,,,,._-� / 6.0' V - 8.0 - 1III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Survey 2018 CND 04+25 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346334.4 Y: 149995.0 -500.0 -5.0 0.0 5.0\ 10.0 15.0 2021 BD 05+25 05+25 -450.0 -400.0 -350.0 Length: 213.5 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346449.2 Y: 150175.0 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll _ llll llll llll llll 05+25 llll llll lllllllll llll llll _ - I - ' 6.0' - i 8.0 = Iri 1llllllll llll llll llll llll llll llll llll lllllllll llll llll Survey zulu UIvu 05+25 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346482.0 Y: 149901.0 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 03+50 -450.0 03+50 -400.0 -350.0 Length: 235.7 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346608.7 Y: 150099.7 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll _ llll llll llll llll llll llll 03+50 llll llll lllllllll IIII llll �., \ 1 - 1 6.0' - 8.0' - lll lllllllll Illl llll llll Illl llll llll lllllllll llll Illl Survey 2018 CND 03+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346397.7 Y: 149954.7 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 04+50 -450.0 04+50 -400.0 -350.0 Length: 215.2 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346513.3 Y: 150136.2 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 04+50 IIII IIII IIII IIII IIII IIII - 6.0' W - - v 1III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Survey 2018 CND 04+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346298.6 Y: 149985.3 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 05+50 -450.0 05+50 -400.0 -350.0 Length: 240.4 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346427.8 Y: 150188.0 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll _ llll llll llll llll llll llll 05+50 llll llll lllllllll llll llll _ - _ 6.0'iir 8.0 = lll llll llll llll llll llll llll llll llll lllllllll llll llll Survey 05+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346460.9 Y: 149914.4 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 03+75 03+75 -450.0 -400.0 -350.0 Length: 228.9 Azimuth: 32.5 X: 2346584.0 Y: 150107.4 -300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll _ llll llll llll llll llll 03+75 llll lllllllll llll llll _ - 6.0' - 8.0' - llllllllllllll llll 1 llll 1 llll 1 llll 1 1lll llll llll 1lll llll llll Survey 2018 CND 03+75 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346376.6 Y: 149968.1 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 04+75 -450.0 04+75 -400.0 -350.0 Length: 214.6 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 -100.0 -50.0 0.0 50.0 X: 2346492.0 Y: 150149.1 100.0 150.0 5.0 0,0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 04+75 IIII - IIII --- IIII IIII IIII IIII - 1 _ 6.0' - 8.0 _ t jil -, .F. 1III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Survey ?018 CND 04+75 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346217.5 Y: 149904.7 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 05+75 05+75 -450.0 -400.0 -350.0 Length: 351.3 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346406.4 Y: 150200.9 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll llll llll llll llll 1 "1: llll llll lllllllll llll llll 6.0' - 8.0' - 1llllllll llll llll llll llll llll llll llll lllllllll llll llll Survey 05+75 Template DBL 100.0 Ft:In Depth 5.0 Ft:In I oastal Vertical Datum Conversion 2.56' NAVD88 MLW Masonboro Yacht Club 609 Trails End Road Wilmington, NC 28409 BEFORE DREDGE SURVEY - December 2021 Graphic Scales 0' 50' 100' 200' Scale: 1" = 100' Horizontal 0' 2.5' 5' 10' Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: Mean Low Water 3. Data collected by TI Coastal on December 15th and 16th, 2021 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 Cross -Sections Stations03+00 TO 05+75 Scale: 1" = 5' Vertical DWG NAME: 211216 Masonboro Yacht Club BD Survey.dwg DWG DATE: December 17, 2021 SURVEY DATE: December 15-16, 2021 SCALE: AS SHOWN SHEET: 4 OF 7 X: 2346158.3 Y: 149858.2 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 06+00 06+00 -450.0 -400.0 -350.0 Length: 421,9 -300.0 -250.0 -200.0 -150.0 Azimuth: 32.5 X: 2346385.0 Y: 150213.9 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII IIII IIII _ IIII IIII IIII IIII 06+00 IIII IIII IIIIIIIII IIII IIII - i - 6.0' - -- 8.0' - IIIIIIIIIIIII IIII llll llll llll IIII IIII lllllllll llll llll Survey 2018 CND 06+00 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346008.1 Y: 149947.6 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 07+00 -450.0 07+00 -400.0 -350.0 Length: 435.9 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 -100.0 -50.0 0.0 X: 2346317.2 Y: 150255.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 07+00 IIII IIII IIII IIII IIII IIII - J 6.0' 8.0' III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Survey 2018 CNC 07+00 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345920.6 Y: 150001.7 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 08+00 -450.0 08+00 -400.0 -350.0 Length: 435.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2346229.1 Y: 150308.4 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 08+00 IIII IIII lllllllll IIII IIII _ 6.0' 8.0' llllllllllllllllll IIII IIIIIIIIIIIIIIliiii IIIIIIIII IIII IIII Survey _u lu I:INL 08+00 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346064.3 Y: 149897.7 -500.0 -5.0 0,0 5.0 10.0 15.0 2021 BD 06+25 06+25 Length: 449.9 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2346383.3 Y: 150214.9 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll llll _ llll llll llll 06+25 llll llll lllllllll IIII llll _ - 6.0' - \ 8.0' - IIIIIIIIIIIIIIIIII llll llll llll llll llll lllllllll llll llll Survey 2018 CND 06+25 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345986.3 Y: 149961.1 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 07+25 -450.0 07+25 -400.0 -350.0 Length: 435.7 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 -100.0 -50.0 0.0 X: 2346295.2 Y: 150268.3 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 07+25 IIII IIII IIII IIII IIII IIII - - = ..�✓"' 6.0' 8.0' III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Survey 2018 CND 07+25 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345898.8 Y: 150015.2 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 08+25 08+25 Length: 434.8 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2346207.1 Y: 150321.7 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll llll _ llll llll llll 08+25 llll llll lllllllll llll llll _ - I 6.0' 8.0' llllllllllllllllll llll llll llll llll llll lllllllll llll llll Survey 2018 CND Template 08+25 DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2346045.4 Y: 149914.1 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 06+50 -450.0 06+50 -400.0 -350.0 Length: 445.5 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2346361.3 Y: 150228.3 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll _ llll llll llll llll llll llll 06+50 llll llll lllllllll IIII llll _ ______.,- 6.0' 8.0' -- Illl lllllllll Illl llll llll llll llll llll llll llll llll Illl Survey 2018 CND 06+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345964.4 Y: 149974.6 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 07+50 -450.0 07+50 -400.0 -350.0 Length: 435.4 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 -100.0 -50.0 0.0 50.0 X: 2346273.2 Y: 150281.7 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 07+50 IIII IIII IIII IIII IIII IIII - 6.0' 8.0' III IIII IIII IIII IIII IIII 1III IIII IIII IIII IIII IIII IIII Survey 2018 CND 07+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345876.9 Y: 150028.7 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 08+50 -450.0 08+50 -400.0 -350.0 Length: 434.5 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2346185.0 Y: 150335.1 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll _ llll llll llll llll llll llll 08+50 llll llll lllllllll llll llll _ 6.0' 8.0' llll 1 llll 1 llll 1 llll llll llll llll llll 1 llll 1 lllllllll 1 llll 1 llll Survey 08+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X:2346028.2 Y:149932.4 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 06+75 06+75 -450.0 -400.0 -350.0 Length:438.6 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2346339.3 Y: 150241.6 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll _ llll llll llll llll 06+75 llll llll lllllllll llll llll _ _.. 6.0' 8.0' lllllllllllll llll llll llll llll llll llll lllllllll llll llll Survey 2018 CND 06+75 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345942.5 Y: 149988.2 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 07+75 -450.0 07+75 -400.0 -350.0 Length: 435.2 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 -100.0 -50.0 0.0 50.0 X: 2346251.1 Y: 150295.0 100.0 150.0 5.0 0,0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 07+75 IIII IIII IIII IIII IIII IIII - --__ 6.0' 8.0' III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Survey ?018 CND 07+75 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345871.4 Y: 150058.5 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 08+75 08+75 -450.0 -400.0 -350.0 Length: 411.2 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2346163.0 Y: 150348.4 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll _ llll llll llll llll 08+75 llll llll lllllllll llll llll _ 6.0' 8.0' llllllll llll llll llll llll llll llll llll lllllllll llll llll Survey 08+75 Template DBL 100.0 Ft:In Depth 5.0 Ft:In I oastal Vertical Datum Conversion 2.56' NAVD88 MLW Masonboro Yacht Club 609 Trails End Road Wilmington, NC 28409 BEFORE DREDGE SURVEY - December 2021 Graphic Scales 0' 50' 100' 200' Scale: 1" = 100' Horizontal 0' 2.5' 5' 10' Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: Mean Low Water 3. Data collected by TI Coastal on December 15th and 16th, 2021 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 Cross -Sections Stations 06+00 TO 08+75 Scale: 1" = 5' Vertical DWG NAME: 211216 Masonboro Yacht Club BD Survey.dwg DWG DATE: December 17, 2021 SURVEY DATE: December 15-16, 2021 SCALE: AS SHOWN SHEET: 5 OF 7 X: 2345855.1 Y: 150077.5 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 09+00 09+00 -450.0 -400.0 -350.0 Length: 403.1 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2346141.0 Y: 150361.8 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII IIII IIII _ IIII IIII IIII IIII 09+00 IIII IIII IIIIIIIII IIII IIII _ � '`� 6.0' 8.0' IIIIIIIIIIIII IIII IIII llll llll llll llll lllllllll llll llll Survey 2018 CND 09+00 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345767.0 Y: 150131.0 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 10+00 -450.0 10+00 Length: 403.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 -100.0 -50.0 0.0 X: 2346052.9 Y: 150415.1 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 10+00 IIII IIII IIII IIII IIII IIII - J 6.0' 8.0' III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Survey 2018 CNC 10+00 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345682.3 Y: 150187.8 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 11+00 -450.0 11+00 Length: 398.2 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2345964.7 Y: 150468.5 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 11+00 IIII IIII lllllllll IIII IIII _ 6.0' 8.0' llllllllllllllllll IIII IIIIIIIIIIIIIIliiii IIIIIIIII IIII IIII Survey _u lu I:INL 11+00 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345834.1 Y: 150091.9 -500.0 -5.0 0,0 5.0 10.0 15.0 2021 BD 09+25 09+25 Length: 401.6 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2346118.9 Y: 150375.1 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll llll llll llll _ llll 09+25 llll llll lllllllll IIII llll _ ,._- _- 6.0' 8.0' IIIIIIIIIIIIIIIIII llll llll llll lllllllll lllllllll llll llll Survey 2018 CND Template 09+25 DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345744.7 Y: 150144.0 -500.0 -5.0 5.0 10.0 15.0 2021 BD 10+25 -450.0 10+25 Length: 403.5 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 -100.0 -50.0 0.0 X: 2346030.8 Y: 150428.5 50.0 100.0 150.0 5.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 10+25 IIII IIII IIII IIII IIII IIII - "" 6.0' 8.0' III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Survey 2018 CND 10+25 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345665.6 Y: 150206.4 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 11+25 11+25 Length: 390.8 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2345942.7 Y: 150481.9 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll llll llll llll _ llll 11+25 llll llll lllllllll llll llll _ ' -,, 6.0' 8.0' lllllllllllll llll llll llll llll llll llll lllllllll llll llll Survey 2018 CND Template 11+25 DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345811.8 Y: 150105.0 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 09+50 -450.0 09+50 -400.0 -350.0 Length: 402.1 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2346096.9 Y: 150388.5 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll _ llll llll llll llll llll llll 09+50 llll llll lllllllll IIII llll _ 1 - 6.0' - 8.0' lll lllllllll Illl llll llll llll llll llll lllllllll llll Illl Survey 2018 CND 09+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345722.3 Y: 150157.0 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 10+50 -450.0 10+50 Length: 404.0 Azimuth: 45.2 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 X: 2346008.8 Y: 150441.9 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 10+50 IIII IIII IIII IIII IIII IIII - \ �- 8.0' - III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Survey 2018 CND 10+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X:2345648.8 Y:150224.9 -500.0 -5.0 5.0 10.0 15.0 2021 BD 11+50 -450.0 11+50 Length:383.4 Azimuth: 45.2 X: 2345920.7 Y: 150495.2 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 5.0 10.0 15.0 llll _ llll llll llll llll llll llll llll llll lllllllll llll llll 11+50 _ 6.0' 8.0' - llll llll llll llll llll llll 1 llll 1 llll 1 llll 1 lllllllll 1 llll llll Survey 11+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345789.4 Y: 150118.0 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 09+75 09+75 Length: 402.6 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2346074.9 Y: 150401.8 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll llll llll llll _ llll 09+75 llll llll lllllllll llll llll _ 6.0' 8.0' 11llllllllllll llll llll llll llll Illl Illl lllllllll llll llll Survey 2018 CND Template 09+75 DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345699.9 Y: 150170.0 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 10+75 -450.0 10+75 Length: 404.5 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 -100.0 -50.0 0.0 X: 2345986.8 Y: 150455.2 50.0 100.0 150.0 5.0 0,0 5.0 10.0 15.0 IIII _ IIII IIII IIII IIII IIII IIII 10+75 IIII IIII IIII IIII IIII IIII - N.-�--' 6.0' 8.0' III IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII Survey ?018 CND Template 10+75 DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345632.0 Y: 150243.5 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 11+75 11+75 Length: 375.9 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2345898.6 Y: 150508.6 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll _ llll llll llll llll 11+75 llll llll lllllllll llll llll _ - - 6.0' - 8.0' llllllll llll llll llll llll llll llll llll lllllllll llll llll Survey 11+75 Template DBL 100.0 Ft:In Depth 5.0 Ft:In I oastal Vertical Datum Conversion 2.56' NAVD88 MLW Masonboro Yacht Club 609 Trails End Road Wilmington, NC 28409 BEFORE DREDGE SURVEY - December 2021 Graphic Scales 0' 50' 100' 200' Scale: 1" = 100' Horizontal 0' 2.5' 5' 10' Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: Mean Low Water 3. Data collected by TI Coastal on December 15th and 16th, 2021 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 Cross -Sections Stations 09+00 To 11+75 Scale: 1" = 5' Vertical DWG NAME: 211216 Masonboro Yacht Club BD Survey.dwg DWG DATE: December 17, 2021 SURVEY DATE: December 15-16, 2021 SCALE: AS SHOWN SHEET: 6 OF 7 X: 2345504.9 Y: 150152.4 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 12+00 12+00 Length: 524.1 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2345876.6 Y: 150521.9 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll _ llll llll llll llll 12+00 llll llll lllllllll llllllll _ - 1 ��-„�._ - L1`� 8.0' 11llllllllllll llllllllllllll llll llll llll lllllllll llll llll Survey 2018 CND Template 12+00 DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345429.0 Y: 150217.9 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 13+00 -450.0 13+00 -400.0 -350.0 Length: 335.2 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 -100.0 -50.0 0.0 X: 2345666.7 Y: 150454.3 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll llll llll llll llll 13+00 llll llll llll llll llll llll J 6.0' 8.0' lll llll llll llll llll llll llll llll llll llll llll llll llll Survey 2018 CNC 13+00 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345490.0 Y: 150172.8 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 12+25 12+25 Length: 514.1 -450.0 -400.0 -350.0 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2345854.6 Y: 150535.3 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll llll llll llll llll llll llll lllllllll llllllll 6.0' 8.0' 11lllllllllllllllll llll llll llll llll llll llll llll llll llll Survey 2018 CND 12+25 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345475.0 Y: 150193.2 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 12+50 -450.0 12+50 -400.0 -350.0 Length: 504.2 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2345832.5 Y: 150548.6 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll llll llll llll llll 12+50 llll llll lllllllll llllllll - 8.0' 1lll lllllllll llll llll llll llll llll llll lllllllll llll llll Survey 2018 CND 12+50 Template DBL 100.0 Ft:In Depth 5.0 Ft:In X: 2345460.0 Y: 150213.5 -500.0 -5.0 0.0 5.0 10.0 15.0 2021 BD 12+75 12+75 -450.0 -400.0 -350.0 Length: 494.2 -300.0 -250.0 -200.0 -150.0 Azimuth: 45.2 X: 2345810.5 Y: 150562.0 -100.0 -50.0 0.0 50.0 100.0 150.0 5.0 0.0 5.0 10.0 15.0 llll llll llll llll llll llll llll 12+75 llll llll lllllllll llllllll _ - 6.0' _ - 8.0' llllllllllllll llll llll llll llll llll llll llll llll llll llll Survey 2018 CND 12+75 Template DBL 100.0 Ft:In Depth 5.0 Ft:In I oastal Vertical Datum Conversion 2.56' NAVD88 MLW Masonboro Yacht Club 609 Trails End Road Wilmington, NC 28409 BEFORE DREDGE SURVEY - December 2021 Graphic Scales 0' 50' 100' 200' Scale: 1" = 100' Horizontal 0' 2.5' 5' 10' Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: Mean Low Water 3. Data collected by TI Coastal on December 15th and 16th, 2021 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 Cross -Sections Stations 12+00 to 13+00 Scale: 1" = 5' Vertical DWG NAME: 211216 Masonboro Yacht Club BD Survey.dwg DWG DATE: December 17, 2021 SURVEY DATE: December 15-16, 2021 SCALE: AS SHOWN SHEET: 7 OF 7 TI Coastal Services, Inc. 387-5 N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 DISPOSAL AREA #254 Dike Reconstruction and Improvements December 2021 Masonboro Yacht Club RECEIVED JUL 08 2021 DCM WILMINGTON, NC TI, ' oastal TI Coastal Services, Inc_ 317.B N. Gruen Neadow. Orin. wth.1mston, NC 28405 S10421.1360 SECTION 4 TANGENT 3 Atlantic Intracoastal Waterway Coastal Wetland Line Mean High Water on o0 Me$� Nlph wmu V.CP.Vartical nICPtaO.m NNW 1.7 Mai Paean Valdes 0arhw nem NPR* VPsa.n Ns «AfERAL,* DIKE CONSTRUCTION ON USACE SIDE OF ROW MUST BE ExCAVA• *t♦i�TIE 3:1 SLOPE. Coastal Wetland Line Coastal Wetland Line Graphic Stale SW _. r xw cal*: 1" r:200 EA Li11TS OJTF it PIPE 100207 F.1EV. .3 2 NAVINN 3dO L "ado -IS l.6 4tl cog,o Pt 5wpers (V1.rr.aad prncir0l1 DA-254 Dike Improvements Wilmington New Hanover County, North Carolina AEC Lines PLAN VIEW - Layout and Critical Linework Nolen 1. Fbhmnial Tatum_ NCSale FPale-Zene 3200 NAt20. Feet 2 Vectilaf Datum' NA1.093, Feet 3. Dataorllerted by 11 Ceaatel on apt ember 17-19, 2019 and morEsant conditions& that Lima 4. AEC Lines esiobit shed from 575' offset from M EMl Line on .N WJU sde and 75' offset of MI -SW line on Ocean 9de. Buffer shown eageen line end ma 30' offset of MI-M7 MG NAME: 220715 EA MC LInes.OWG ma RATE: July 15, 2022 SCALE, 1" = 200' SUES RATE: September 17-10a 2019 SKEET: 1 OF Mean High Water Contour TIC oasta TI Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 28405 916.821.1350 kayoss MLW Tide Datum Values Derived rem WOAA VDstum MATERIAL FOR DIKE CONSTRUCTION 'ON USACE SIDE OF ROW MUST BE EXCAVATED FROM USACE SIDE 3:1 SLOPE OUTFALL PIPE INVERT ELEV: +3.3' NAVD88 Old Outfall Pipe Supports (Can be re -used if practical.) 3:1 SLME 19' 46" STATE OF NORTH CAROLINA PID# R.07200-009-026--000 DB 6225 PG 796-80•; DA-254 Dike improvements Wilmington New Hanover County, North Carolina Proposed Layout ss PA. 017V PLAN VIEW - Construction Areas & Property BoundariW ISA!".-;t;{l`!'-riI if 3- wIL.' Graphic Scale • 25. 50. 100' G Scate: 1" = 100 AIWW ROW Line _7. SPILLWAY \ \ INVERT ELEV: \ ii-------- +9 0' NAVD88 +rfr `5. SEE SHEET 5 FOR DETAILS N/F FLYING TURTLE FARMS, LLC PID# R06700-004-009-000 DB 6225 PG 796-809 PB 215 PG 566 ..A 410,000 SF �(1 9.41 acres Notes: 1- Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88, Feet 3. Data collected by TI Coastal on September 17-19, 2019 and represent conditions at that time- 4. Soundings are expressed in depths and in feet and tenths- 5. Property boundary location shown in accordance with drawing entitled Turtle Farms 8oundory.dwg. All notes recorded on said work carry over to this document as well, DWG NAMES 211208 DA254 Dike Layout Johnson PropertyREV.dwg DWG DATES December 8, 2021 I SURVEY PATE:September 17-19, 2019 SCALE: 1" = 100' SHEET: 2 OF 9 8,4 8.7 8.6 (3.3 7,9 31 6.2 11,1 12.8 14,P 1.5,5 4.9 153 16,2 1'3.0- 1a4 16,7 1 C i 12.2, 11 -i 14;t 17,0 18,8 19.6 20,5 22,2 22.11 2C,8 20.9 Mean High Water Contour 7.9 14.8 1,,. 21, 21 21.0 20,2 19,9 16.9. P1,1 22,1 2) .8, 22,3 22,8 2,7 17,8 22.3 21.4 20 7 21,5 22,3 22.8 23,6 23,9 228 2TE 20,7 19,6 19.5 20.4 21.4 22.0 14.0 19.9 19,0 18.7 18.7 19.6 21.3 217 22.4 213 21,0 19,5 (7.8 18.2 19,1 200 21,2 22.4 23.7 253 25.3 24,9 2.4.4 25,E 21.8 20.5 19,9 19.8 21,0 20.1 17,4 17.5 18.1 18.9 19.7 20.7 . 21, 7 23,0 24,1 1,7 12.4 12f.4 18.4 16.6 17,1 17.6 18,1. 18,6 19,3 19,9 20.8 21,1 21,2 1 R 12,4 19.a 18.7 15R 16.1 16.5 16.5 17.4 179 18.4 18,7 19,4 19.5 19,3 18.9 18.7 18.7 17.8 15.6 15.6 OUTFALL PIPE INVERT ELEV: +3.3' NAVD88 12;' -137 24 v 5 13,0 15,3 11, T09 ;w 14.7 13,3 21:1.Ac..• 6 DISPOSAL AREA #9? 4 16,1 16,4 16,9 17,2 17,2 17.2 11.5 17,9 17,7 17,8 17.7 17,8 17,7 18.9 3.9 15,7 15,8 15,9 16.1 16.2 16,7 16,5 162 iv 16.6 15,5 16'6 BORROW A 16.5 Excavateltb 15,6 15,0 15 15 9 15,5 15,2 14,8 14.9 14,8 15.0 15.1 15,4 13,4 14.0 14,C, 14.2 14,4 15,1. 15.1 15,0 17.7 19.4 11,4 12,1 9,4 10;7 8.6 6,4 5,5 A A Old Outtall Pipe Supports (Can be re -used if practical.) 8)(� 8,7' B,4 8,4 8,3 >w�r . •+vim- .. __..._ ... .zmm _-_ 15.4 14.4 i1g 1 ° 1g 46' 8,5 12 SLu E 9,6 8,7 15,3 14,2 tad 11,1 qa ,,. 9.0 _P.. :.; _ 12,9 11.0 9,2 8 9 9,2 13.2 112 10,1 8,9 14.1 1.17 11,4 1-7 11, 0 14,8 13.1 1' , 13,4 7.7 7.4 State of NC Pro•ert 6.t1 9,5 10,0 10,7 10.7 16,1 p 17,8 , 19.5 16.3 1.6.5 12,3 9,6 F3,0 2 12.4 12.4 12.4 8.0 8 6 S�, AT OF N,ORTF `7CAR7( LlNA83 5P1D# ' 20A-009•7--O267-40O07:6 5.1 D(2,4 6225 PG Z 6-809 7,6 PB 5 PG -566 7,1 4,5 5,6 5,7 ti g 6,6 7,4 8.4 8.6 9.0 9,3 3:1 SL 4.8 17,1 ERT ELEV: ' f .1P88 ,.19,2' 7 E SHEET 5 FOR TAILS 5,3 6,4 5.5 6.0 6.1 7.0 6.6 6.8 7,4 6 6 6.9 71 10.2':` 7,4 8.6 2 e,, ,/F 6,9 o1 FL`�3 TURTLE6FAMS, l i2C PID# R067 0046' 09-4jf P I3,�B 79-809 6'6 g;'', PB 1%PG 6 �� 14,E 622 41 ,,Q00PG 5�,2 9.T' acres 6.4 1'5.0 81 6,2 61® 5$- 6.1 12.0 10,7 20,0 15,9 11..8 ,,1 S 1' 5.1 ,6 .7 5.2 TI oasta TI Coastal Services, Inc. 387-19 N. Green Meadows Drive Wilmington, NC 28405 910.921.1358 VCortrcal nverOsionm NNW 1.7 NAVDBB .2.4 MLW Tide Datum Values Derived rem NOAA VDatum DA-254 Dike Improvements Wilmington New Hanover County, North Carolina Proposed Layout PLAN VIEW - Existing Bathymetry and Contours oaprok. GCC°N Graphic Scale 25' 40lee- Scale: 1" = 100 Notes. 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 5. Vertical Datum- NAVD88, Feet 3. Data collected by TI Coastal on Septemher 17-19, 2019 and represent conditions at that time A. Soundings are expressed in depths and in feet and tenths. 5. Property boundary downloaded ttom New Hanover County GI5 page and converted frem.shp file to .dxf file and used as reference only. Professional land survey of actual parcel boundary needed to confirm parcel boundary location. DWG NAME: 211208 DA204 bike Layout Johnson Property_REV.dw9 DWG DATE: December 8, 2021 SURVEY DATE; September 17-19, 2019 SCALE: 1" = 100' SHEET: 3 OF 9 Note A: Material used for dike construction on USACE side of ROW line must come from excavation area on USAGE side. X: 2349914.28 Y:153474.72 .50.00 :::: A 0.00 50.00 10000 Length'' 379.89 Azimuth; 123.08 150.00 200.00 250.00 X2350232.58 Y' 153267.36 380.60 350,00 400.00 36.66 25.00 I - S�a I I I Note � t 1510 F I I I I 1 1 - TYPICAL SECTION A to A'-�15.0' i I i I I _ New Dike Construction _ ♦♦�♦♦♦♦♦ ♦♦♦♦ice +24 NAVD88 See Note B i \••-•. - -_ 1L 26.60 ••1• FVUltlal•in(.AreA O�♦!� i `t♦�.♦i'i♦ii4.NV'i. 11. 26.60 -1i♦Oi ,J •♦ ♦ ♦ ♦ ♦ ♦♦ ♦+♦♦•• • •.••+.%♦♦♦i+♦O♦♦♦♦♦♦♦♦♦.�•' �i�♦ 1 ,•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦�♦��•*.�•�.iii♦♦♦♦♦♦i♦i♦•• `+♦i♦i•♦♦♦♦♦♦i♦♦♦♦i♦i♦♦♦i•Oi♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦• 3i -- ExistingGrade = - _ 15.00 ` -♦4 40 1 `i ♦ ♦ ♦♦♦ • ♦•♦•♦♦♦♦♦i♦♦♦♦i♦►•+♦i 10 •�4♦O♦• . YJ - 15.66 ,(L4•,VG�♦• r , ♦•i�1h - +-12 *4• 4. Excavation Area •♦+♦♦Q = 10.00 - c2l� ♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦� ��♦♦,•♦0♦4��♦♦♦♦�♦�♦♦♦i 10.00 _ ;i 410 NAVD88 _ - +9' _ S)1 1 _ _ 5.00 5.00 1 = Mean Hlgh Water (1.7 1 _ 660 - i 1 1 1 1 1 T I I 1 I I I 1 1 1 I I 0.00 SURVEY TEMPLATE DBL 50,00 Ftle 2019 CND A Depth 15.00 FI:In X:2350151.67 B Length: 380.64 Azimuth. 121.31 X:2350476.88 Y:153856,81 Y:153669.01 -50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 30.00 30.00 _ I I I I I I I I I T I I._ TYPICAL SECTION B to B' I I I r 1 _ _ 25.00 1 .o' 15 01---- -+24' NAVD88 - 25.00 _ +24' NAVD88- - - See Note A i �- New Dike Construction - 1 4.00 20.00 _ 1 See Note B Existing Grade = .t! 15.00 15.00 _ - - _ ! Excavation .♦♦♦♦n♦♦♦♦.' �•�♦•�+♦.♦♦ �. . 1 a f .`♦�♦�♦�♦14♦�•in •♦•♦• ••' ♦ • •♦. •• ♦'• 3 4 L �♦♦♦♦♦ ♦♦♦♦♦� 3 Area 210 • �♦♦♦♦• ♦♦♦' - F1m �.♦♦♦♦♦♦♦♦ Excavation Area ♦♦♦♦♦♦♦,� - •♦♦♦♦ ♦♦•• ♦ ♦ ♦ ♦♦♦- _am 10.00 t.t,N.. Tia +9' NAVD88 - __ g1a -_ 1 5.00 5.00 _ = Mean HighWater (1.n 1 - = I I I I I T 1 I I I l 1 1 I i t - 6.66 6.66 2019 CND SURVEY TEMPLATE DBL 50.00 Flan g Depth 15.00 Ft In X: 2350379.05 C Length: 380,64 Azlmuth:121.31 X: 2350704.26 1'.154240.65 Y:154042.84 -5000 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 30.00 30.00 I I I I I ` � i III �a.a' I I I T I TYPICAL SECTION C to C' 1 I 1 1 - F- - 25.00 26.00 = +24' NAVD88- 1 1 i F� - New Dike Construction 15.0' - +24' NAVD88 _ - ,. ��Existing Grade - 25.00 moo See Note A _ = - �„/ �`t 1 •I See Note B y� - 15.00 15.00 I t1� _ 10.00 10.66 - Q 1 - 5.00 5.00 - I _ = Mean High Water (1.7 I - i I 1 1 1 I T 1 1 1 I 1 I 1 I 1 1 1 - 0.05 0.00 2019 CND SURVEY TEMPLATE DBL 50.00 Flln C Depth 15.00 Ft,In Note B: Material used for dike construction on property side of ROW line must come from excavation area on property side. TI , ' oasts TI Coastal Services, Inc. 387-19 N. Breen Meadows Drive Wilmington, NC 28405 910.921.1358 Vertical Datum Conversion MHW 1.7 MLW Tracer Datum Valves Derived from NOAA %Totem DA-254 Dike Improvements Wilmington New Hanover County, North Carolina RECEIVED Proposed Layout JUL 0 $ 2'. TYPICAL CROSS SECTIONS DCM WILMINGTC2 Graphic Scale Horizontal 9. 05' SO' Scale: 1" = 30' Vertical 0' 7.5' 15' Scale: 1" = 18' Notes: 1. Horizontal Datum: NC State Plane • 2one 3200, NAM, Feet 2. Vertical Datum: NAVOOO, Feet 3. Data collected by TI Coastal on September 17-19, 2019 and represent conditions at that time. 4, Soundings are expressed in depths and in feet and tenths. DWG NAME: 211208 DA254 Dike Layout Johnson Property_REV.dwg DWG DATE: December 8, 2021 SURVEY DATE: September 17-19, 2019 SCALE: As Shown SHEET: 4 OF 9 -50.00 30.00 25.00 20.00 15.00 10.90 5.00 - Mean Hitch Walerj1.TL 0.00 2010 CND SURVEY 0.00 50.00 100.00 Length: 380.64 150.00 200.00 250.00 300.00 350.00 TYPICAL SECTION - OUTFALL PIPE AND SPILL WA Y Existing Grade 400.00 450.00 WALKWAY - See Details Final Grade 500 00 550.00 600.00 Existing Grade ,rrr»rr/lllllll/////�,1�= 24" CMP PIPE e • ' 1' Vert.: 00' Holz, r �r„rrrrrlYl��1k'lnlrnl,lrr9p;"1llllll/��l��I�I��I��'��Illllll:''�l/IIIIIIIN �rut.� I/I'' ll]IlllllllllflllffllfllllllllIIIIIIIIIf111l1llllllllllllllr�x , � �xii11111 x - ��r�u�l, �„�,r,,,,,,,,,,,,,,,,,tt,. f � � f �y / I " INVERT ELEV,: �9.0 ��1��ll��1��/I��I�� SPILLWAY - See Detail OPEN TRENCH AREA THROUGH USAGE AREA P'0•T RAMES- See Details DBL. 50.00 Ft:In Depth 15.00 Ft:ln 30.00 25.00 20.00 15.00 10.00 5.00 0.00 - 0 p r- I ID G L a 0 I I J S "X 6" 10 GAGE CORRUGATED TEEL BACKING PLATE (TYP) 3"X 3" 7 GAGE CHANNEL S 2X2X3/16" (TYP) NOTE: THE SPILLWAY RISER HEIGHT FOR DISPOSAL AREA SHALL BE 16 FEET AS SHOWN ABOVE. LLWAY -LEVATIO -1/ N TS 24"DIA. 12 GAGE PIPE STUB WITH CORRUGATION 2"x 2"x 3/16" SQUARE TUBIN STARTING AT THE TOP AND DESCENDING VERTICALLY ON 2 FOOT CENTERS 3/16" BOTTOM PLATE 3"X 3" 7 GAGE CHANNEL 2 SD I LLWAY S-17 NTS DLA STOPLOGS SEE SHEET 7 Tl Coastal Services, Mc. 387-E N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 Vortical Datum Conversion 1.7 Miff NAVeVS MLW Tido! &alumValues DA-254 Dike Improvements RECEIVED Wilmington New Hanover County, North Carolina Proposed Layout JUL WS ?077 SPILLWAY & OUTFALL PIPE DETAILS DCM WILMINGTON, N Graphic Scale Horizontal Scale: 9" = 50' Vert:eat r• ]-5' 15' Seale: 1" = 15' ANCHOR GUY (TYP) 48"DIA. 10 GAGE STEEL PIPE WITH CORRUGATION 3" 3" 7 GAGE CHANNEL 3/4"X 6" EYE BOLT (TYP.) Notes, 1. Horizontal Datum: NC State Plane - Zane 3200, NAD83, Feet 2. Vertical Datum: NAVD88, Feet 3. Data collected by TI Coastal on September 17-19, 2019 and represent conditions at that time. 4. Soundings are expressed in depths and in feet and tenths. PWS NAME: 211208 DA254 Dike Layout Johnson Property_REV.dwg rota DATE: December 8, 2021 SURVEY DATE: September 17-19, 2019 SCALE: As Shown SHEET: 5 OF 9 2" 88" PLAN NOTES: 1. UNASSEMBLED ANTI —SEEP COLLARS SHALL BE MARKED BY PAINTING OR TAGGING WHEN NECESSARY TO IDENTIFY MATCHING PAIRS TO SECURE A PROPER INSTALLATION. 2. A 3/8" X 12" WIDTH NEOPRENE GASKET SHALL BE INSTALLED AT THE LAP BETWEEN THE TWO HALF SECTIONS AND BETWEEN THE PIPE AND COUPLING BAND. THESE LAPS SHALL ALSO BE CAULKED WITH BITUMINOUS MASTIC AT THE TIME OF INSTALLATION. 3. ALL WELDS AND HEAT AFFECTED AREAS ON ZINC COATED METAL SHALL BE THOROUGHLY CLEANED AND TREATED IN ACCORDANCE WITH ASTM A760. 12—GAGE ASPHALT COATED CORRUGATED STEEL 8" O. C. INSTALL ANT1—SEEP COLLAR WITH CORRUGATIONS VERTICAL WELD 24" 1/2" X 2" SLOTTED HOLES FOR 3/8" DIA BOLTS ANTI-S Q_17 NTS Ti Coastal Services, inc. 28743 N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 ELEVATION A in = ED COLLAR DETAIL Vortical Datum Conversion MNW 1.7 IAVO8s .2.4 MLW Tidal Datum Valelee DeAVsei hum NOAA VDafam SECTION A -A NOTE: ONE HALF OF ANTI —SEEP COLLAR SHOWN. OTHER HALF SAME EXCEPT SLOTS ARE VERTICAL. DA-254 Dike Improvements Wilmington New Hanover County, North Carolina STANDARD BAND ANGLES RECEIVFf JUL 0 8 2022 Proposed Layout SPILLWAY & OUTFALL PIPE DETAILS DCM WILMINGTON, NC Notes: 1. Horixonta l Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88, Feet 3. Data collected byTI Coastal nn September 17-1S, 2019 and represent conditions at that time. 4. Soundings are expressed in depths and in feet and tenths. DWG NAME, 211208 DA254 bike Layout Johnson Proparty_REKtlwg DWG DATE: December 8, 2021 SURVEY DATE: September 17-18, 2019 SCALE: As Shown SHEET, 6 OP 9 NOTES: 1. THE CONTRACTOR SHALL FURNISH AND INSTALL FOUR ANCHORS (TWO ON EACH SIDE OF RISER) AS SHOWN. NEW SPILLWAY RISER WITH 48" 2. ANCHORS, GUY CLAMPS, AND GALVANIZED STEEL STRAND SHALL BE WEIR AND 24" STUB OUT MANUFACTURED BY A. B. CHANCE CO., CENTRALIA, MO OR APPROVED EQUAL. 3. ALL CONNECTING HARDWARE SHALL BE GALVANIZED AND APPROVED BY THE 6"X6" 10 GAGE CORRUGATED CONTRACTING OFFICER. STEEL PLATE (TYP.) 30n 6" THIMBLEYE NO —WRENCH SCREW ANCHOR (TYP.) r4) SILLWAY ANCHOR DETA L \-1NTS TI Coastal Services, Inc. 387--B N. Green Meadows Drive Wilmington, NC 29405 910.821.1358 Vortical Conversion m 1.1 MNW NAVDas MLW tldar Oates" Val"ee earbod f nm HOAA VD$tam ALL HARDWARE SHALL BE HOT DIP GALVANIZED IAW ASTM A153. 4'-0" 2X10 (TYP.) 2X12 (TYP.) 8-0" MAX. UNSUPPORTED LENGTH 24" CMP -00 6X6 POST (TYP.) BOLT THRU WITH 1 2" DIA. BOLTS, NUS, & WASHERS (GALVANIZED) 6" MINIMUM EXTENSION BEYOND POST (TYP.) 6X6 POST (TYP.) 2X10 2X12 65 SUPOT FRAY ES EFFLJF\T -17 NTS 1/4" 7—WIRE GALV. STEEL STRAND (TYP.) 4" 3 BOLT GALV. GUY CLAMP (TYP.) DA-254 Dike Improvements Wilmington New Hanover County, North Carolina RECEIVED JUL O CS 2022 Proposed Layout SPILLWAY & OUTFALL PIPE DETAILS DCM WILMINGTON, R G Notes: 1. Horizontal Datum: NC State Plane - 2one 3200, NAD83, Feet 2. Vertical Datum: NAVd88, Feet 3. Data collected by TI Coastal on September 17-19, 2019 and represent conditions at that time, 4. Soundings are expressed is depths and in feet and tenths. DWG NAME: 211208 DA254 Dike Layout Johnsen Prrperty_REV.dwg DWG DATE: December 8, 2021 SURVEY DATE: September 17-19, 2019 SCALE: As Shown SHEET: 7 OF 9 N) 2X6 LONGITUDINAL BRACING SEE NOTE 6 4'—O" 0 2X6 2X4 1 /4" WELDED LINK CHAIN WITH EYEBOLTS, AT BOTH ENDS & BOLT SNAP HOOK AT ONE END. INSTALL AS SHOWN AT SPILLWAY END OF WALKWAY. ALL TO BE HOT —DIP GALVANIZED OR STAINLESS STEEL PROVIDE 2x2 TOEBOARD AT SPILLWAY RISER END 1X4 TOEBOARD 1 /2" ABOVE DECKING 2X8 (TYP) BOLT THRU WITH 1/2" DIA. BOLTS, NUTS & WASHERS (GALV.) TYPICAL 2X6 BRACING, ONE EACH SIDE r�J Tl Coastal Services, Inc. 387-B N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 Vertical Datum Conversion MHW 1.7 MAVD86 MLW Tidal Datum Values Derived from NDAA V0aWm PERMITTED POST SPLICE 6x6 x 8" BLOCK INSERT NOTES: 1. USE 16d GALV. NAILS OR 3" GALV. DECK SCREWS FOR ALL CONNECTIONS NOT BOLTED. TWO NAILS OR SCREWS AT EACH CONTACT POINT. 2. LUMBER SHALL BE TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS' ASSOCIATION STANDARD C-2 (.40 CCA). 3. STRINGERS AND RAILINGS SHALL BE CONTINUOUS TWO SPANS MINIMUM. 4. PLACE DECK WITH "BARK SIDE" UP (GRAIN CONCAVE DOWN). 5. LOCATE CROSS BRACING AS INDICATED ON PLATE S-1 AND AS REQUIRED BY DETAIL 3. 6. WHERE H > 12', PROVIDE LONGITUDINAL BRACING BETWEEN ADJACENT PILES. DA-254 Dike Improvements Wilmington New Hanover County, North Carolina STOPLOGS SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE SPECIFICATIONS AFTER MILLING AND CUTTING TO FINAL LENGTH. STOPLOG LENGTH SHALL BE AS NEEDED TO FIT THE SLOTS PROVIDED WITH NO MORE THAN 1 /2" CLEARANCE ON EACH END. 3ER STOPLOG DETAILS ( EW) RECEIVED JUL 0-8 ZOZZ Proposed Layout SPILLWAY & OUTFALL PIPE DETAILS DCM WILM1NGTOh INC N.T.S. Notes: 1. Horizontal Datum: NC State Plane • Zone 3200, NAD83, Feet 2- Vertical Datum: NAV099, Feet 3. Data collected by TI Coastal an September 17-19, 2019 and represent conditions at that time. 4. Soundings are expressed in depths and in feet and tenths. DWG NAME: 211208 DA254 Dike Layout Johnsen Praporly_REV.dwg DWG DATE: December 8, 2021 SURVEY DATE: September 17.19, 2019 SCALE: As Shown SHEET: 8 OF 8 7 2X4 HANDRAIL & GUARD WAL '<WAY POFIL 1 2' MAX. EDGE OF SPILLWAY RISER S-17 N.T.S. NOTE: WHERE POST IS LONGER THAN 16' THE CONTRACTOR MAY PROVIDE SPLICE AS SHOWN. ALL SPLICES SHALL BE WITHIN 2' OF A CROSS BRACE CONNECTION POINT. ALL SPLICED POSTS SHALL BE BE CROSS BRACED. r. I v) 2-1 /2" i PL 1/2"x 5"x 1' 8-1/2" BOTH SIDES (GALV) 1 /2" DIA GALV. BOLT, NUT, & WASHER COLUMN JOINT 6X6 TYPICAL SPLICE JOI N.T.S. NT trA IoastaI Tl Coastal Services, Inc. 387-E N. Green Meadows Drive Wilmington, NC 28405 910.821.1358 Vertical Datum Conversion MHW 1-7 r/A VeeB -xe MLA' Tidal' Oatant vase Derlwd ham HOAA VOatum DA-254 Dike Improvements Wilmington New Hanover County, North Carolina RECEIVED JUL QMa '022 Proposed Layout SPILLWAY & OUTFALL PIPE DETAILS DCM WILMINGTON; NC Notes: 1. Horizontal Datum. NC State Plane - 2one 3200, NADO3, Feet 2. Vertical Datum: NAVDBB, Feet 3. Data collected by Tl Coastal on September 17-19, 2019 and represent conditions at that time. 4. Soundings are expressed in depths and in feet and tenths, DWG NAME: 211208 DA254 Dike Layout Johnson Property _Rt: V.dwg DWG DATE: December 8, 2021 SURVEV DATE: September 17.19, 2019 SCALE: As Shown SHEET: 9 OF 9 Permit Class MODIFICATION/MINOR Permit Number 64-03 STATE OF NORTH CAROLINA Department of Environmental Quality and Coastal Resources Commission crmtt for X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to Richard Johnson, PO Box 1586, Wilson, WY 83014 Authorizing development in New Hanover County at adjacent to Masonboro Sound, at 7601 Masonboro Sound Rd, in Wilmington , as requested in the permittee's letter dated 7/6/22, including attached work plan drawings (9), Sheet 1 of 9 dated 7/15/22, and Sheets 2-9 of 9 dated 12/8/21. This permit, issued on September 19, 2022 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. USACE Conditions 1) Prior to the excavation or disposal of any newly excavated dredge material, 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, or by email at SAWWeb- Nav@usace.army.mil. This permit action may be appealed by the permittee or other Signed by the authority of the Secretary of DEQ and the Chair qualified persons within twenty (20) days of the issuing date. of the Coastal Resources Commission. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on December 31, 2025 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. For Braxton C. Davis, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Richard Johnson Permit No. 64-03 Page 2 of 3 ADDITIONAL CONDITIONS The permittee is advised to follow all required U.S. Army Corps of Engineers regulations whether or not such commitments are addressed by individual conditions of this permit. If the dredge material disposal site changes, the permittee shall contact the Division of Coastal Management prior to the initiation of dredging activities for additional authorization. Easement NOTE: Pursuant to N.C.G.S. 146-12, the permittee may apply to the Department of Administration's State Property Office for a voluntary easement for structures located over or upon State-owned lands covered by navigable waters. ) ) An Easement from the Department of Administration's State Property Office may be required under N.C.G.S. 146-12(e). The permittee shall contact the State Property Office prior to the initiation of construction of any structures over state-owned submerged lands to determine if such an easement will be required. Any required easements shall be obtained, and a copy provided to the Division of Coastal Management, prior to the construction of any new boat slips or other docking facilities authorized under this permit. The terminal end of the pipeline shall be positioned at or greater than 50 feet from any part of the dike and a maximum distance from spillways to allow settlement of suspended sediments. The applicant shall stake the surveyed Flying Turtle Farms, LLC. property boundaries before commencement of any development. Immediately following the completion of all spoil material deposition at the approved dredge material disposal area, the discharge pipe located within the USACE easement shall be removed and the constructed trench shall be restored to pre -disturbance conditions along with any other disturbed areas outside of the Flying Turtle Farms, LLC property boundaries. No dredge material shall be placed within 30 feet of the normal high-water line. The diked disposal area shall be constructed a sufficient distance from the normal high-water level or any marsh and sufficiently maintained to eliminate the possibility of dike erosion or dredge material deposition into surrounding wetlands or waters. All excavated materials shall be confined above normal high water and landward of regularly or irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any marsh or surrounding waters. The barriers shall be maintained and functional until the site is graded and stabilized. 10) The disposal area effluent shall be contained by pipe, trough, or similar device to a point at or beyond the normal low/normal water level to prevent gully erosion and unnecessary siltation. 11) A water control structure shall be installed at the intake end of the effluent pipe to assure compliance with water quality standards. Richard Johnson Permit No. 64-03 Page 3 of 3 ADDITIONAL CONDITIONS 12) If the crossing of wetlands with mechanized construction equipment is necessary, temporary construction mats shall be utilized for the areas to be crossed. The temporary mats shall be removed immediately upon completion of construction. 13) The dredge material disposal area shall be inspected and approved by a representative of the Division of Coastal Management prior to the commencement of any dredging activities. Sedimentation and Erosion Control 14) In order to protect water quality, runoff from construction shall not visibly increase the amount of suspended sediments in adjacent waters 15) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses or properties. General 16) The permittee and/or his or her contractor shall meet with a representative of the Division prior to project initiation. 17) This Minor Modification shall be attached to the original Permit No. 64-03, which was issued to the permittee on 5/27/03, as well as all subsequent modifications, refinements, and renewals, and copies of all documents must be readily available on site when Division personnel inspect the project for compliance. 18) All conditions and stipulations of the active permit remain in force unless specifically altered herein. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required, including but not limited to any authorizations required from the U.S. Army Corps of Engineers. NOTE: The Division of Water Resources assigned the proposed project DWR Project No. 20080238v2. NOTE: A minor modification application processing fee of $100 was received by DCM for this project. DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 ROY COOPER Governor ELIZABETH S. BISER Secretary RICHARD E. ROGERS, JR. Director NORTH CAROLINA Environmental Quality November 9, 2022 DWR # 20221255 New Hanover County Masonboro Yacht Club Attn: David Christopher 609 Trails End Road Wilmington, NC 28409 Subject: Approval of Individual 401 Water Quality Certification Masonboro Yacht Club Maintenance Dredging USACE Action ID. No. SAW-2006-40170 Dear Mr. Christopher: Attached hereto is a copy of Certification No. WQC005341 issued to David Christopher and Masonboro Yacht Club, dated November 9, 2022. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of this Water Quality Certification. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H .0507(d)(2)]. This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other required Federal, State, or Local approvals before proceeding with the project, including those required by, but not limited to, Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and Trout Buffer regulations. This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize any person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality Certification shall not be interposed as a defense in any action respecting the determination of riparian or littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality Certification to possess any prescriptive or other right of priority with respect to any other consumptive user. Upon the presentation of proper credentials, the Division may inspect the property. GDE NORTH CAROLINA DoprNm d of Emkonmenlil Ooa;Ns.4000..." North Carolina Department of Environmental Quality I Division of Water Resources 127 Cardinal Drive Ext. I Wilmington, North Carolink 28405 910.796.7215 DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 Residence at 9th, LLC DWR# 20221208 Individual Certification #WQC005208 Page 2 of 12 This Water Quality Certification shall expire on the same day as the expiration date of the corresponding Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the expiration date of this Water Quality Certification. Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water Quality Certification for the project and may also result in criminal and/or civil penalties. If you are unable to comply with any of the conditions of this Water Quality Certification you must notify the Wilmington Regional Office within 24 hours (or the next business day if a weekend or holiday) from the time the permittee becomes aware of the circumstances. The permittee shall report to the Wilmington Regional Office any noncompliance with, and/or any violation of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances. This approval and its conditions are final and binding unless contested [G.S. 143-215.5]. This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter 150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Additional information regarding requirements for filing a Petition and Petition forms may be accessed at http://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000. A party filing a Petition must serve a copy of the Petition on: William F. Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center Raleigh, NC 27699-1601 If the party filing the Petition is not the permittee, then the party must also serve the recipient of the Certification in accordance with N.C.G.S 150B-23(a). This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H .0500. Please contact Holley Snider at 910-796-7303 or hollev.snider@ncdenr.gov if you have any questions or concerns. Electronic cc: Debbi Wilson, consultant D_E Q 1 NORTH CAROLINA DP 1, Bnl MEMnrn nGI Quality Sincerely, DocuSigned by: vvb t.LL,a, Saaiali,1,—kit J E3ABA14AC7DC434... Morella Sanchez -King Regional Operations Supervisor North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 Residence at 9th, LLC DWR# 20221208 Individual Certification #WQC005208 Page 3 of 12 Greg Currey, USACE Wilmington Regulatory Field Office Todd Bowers, EPA LD_E NORTH CAROLINA ��`��` DP 1,Bnl M EMnnmonGl Ooal Filename: 20221255_Masonboro Yacht Club IWQC NHCo Nov.22 North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 Residence at 9th, LLC DWR# 20221208 Individual Certification #WQC005208 Page 4 of 12 NORTH CAROLINA 401 WATER QUALITY CERTIFICATION CERTIFICATION #WQC005341 is issued in conformity with the requirements of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC 02H .0500 and 15A NCAC 02B .0200, to David Christopher and Masonboro Yacht Club, who have authorization for the impacts listed below, as described within your application received by the N.C. Division of Water Resources (Division) on August 10, 2022 and subsequent information on October 24, 2022, October 31, 2022 and November 3, 2022, and by Public Notice issued by the Division of Water Resources on September 19, 2022. The State of North Carolina certifies that this activity will comply with water quality requirements and the applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL 95-217 if conducted in accordance with the application, the supporting documentation, and conditions hereinafter set forth. The following impacts are hereby approved. No other impacts are approved, including incidental impacts. [15A NCAC 02H .0506(b)] Type of Impact Amount Approved (units) Permanent Amount Approved (units) Temporary Plan Location or Reference Open Waters Basin Excavation 5.96 acres N/A Project narrative, project history and updated workplan drawings sheets 1 thru 9 and dredge footprint dated 12/17/2021 This approval requires you to follow the conditions listed in the certification below. CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]: 1. The marina docking facility is permitted for 130 wet slips, comprised of 120 permanent and 10 transient slips. Dockage of vessels other than the permitted slips will require re-evaluation by DWR of the use of the dockage facility. Handrails or other devices, including signage, should be used to discourage use of any dock space other than the 130 number of designated wet slips. Citation:15A NCAC 07H .0208 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. In determining that the proposed activity will comply with state water quality standards (including designated uses, numeric criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate if the activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards or would result in secondary or cumulative impacts. 2. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish NORTH CAROLINA ��`1 Ueprhnnnl of BMrunMnnfal Owl North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 Residence at 9th, LLC DWR# 20221208 Individual Certification #WQC005208 Page 5 of 12 spawning, or bird nesting), then biological monitoring may be required at the request of other state or federal agencies and coordinated with these activities. All moratoriums on construction activities established by the NC Wildlife Resources Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries (DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to this condition require written approval by the resource agency responsible for the given moratorium. Work within a designated trout watershed of North Carolina (as identified by the Wilmington District of the US Army Corps of Engineers), or identified state or federal endangered or threatened species habitat, shall be coordinated with the appropriate WRC, USFWS, NMFS, and/or DMF personnel. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 04E3.0125 Justification: In order to protect against impairment of water quality standards and best usage of receiving and downstream waters, water quality based management practices must be employed to protect against direct or indirect discharge of waste or other sources of water pollution. Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity, wildlife, secondary contact recreation, agriculture), and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 3. The Permittee shall adhere specially to 15A NCAC 02B .0221 Tidal Salt Water Quality for Class SA Waters (3)(g) pH: shall be normal for waters in the area, which generally shall range between 6.8 and 8.5 except that swamp waters may have a pH as low as 4.3 if it is the result of natural conditions; (I) Turbidity: the turbidity in the receiving water shall not exceed 25 NTU; if turbidity exceeds this level due to natural background conditions, the existing turbidity level shall not be increased. Citation: 15A NCAC 028 .0221 Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule [including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity (including fishing, fish, and Primary Nursery Areas (PNAs)), wildlife, and secondary contact recreation]; and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 4. The authorized boat basin shall not be dredged beyond the proposed depth and width. The area shall not be dredged to a depth deeper than the receiving water. In this case a boat basin is authorized to a connecting depth of -6 feet Mean Low Water (- 2 foot over dredge allowance) adjacent to the existing docking facility and access channel. Citation: 15A NCAC 02H .0506; 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and NORTH CAROLINP. ��`1 ueprlmenl of BMrunm9nfal Owl North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 Residence at 9th, LLC DWR# 20221208 Individual Certification #WQC005208 Page 6 of 12 that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 5. All dredge and/or fill material shall be placed on high ground and excavation shall not occur Primary Nursery Areas outside of the authorized maintenance dredging footprint. Citation: 15A NCAC 02H .0506; 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 6. The Permittee shall adhere specially to 15A NCAC 02B .0221 Tidal Salt Water Quality for Class SA Waters (3)(g) pH: shall be normal for waters in the area, which generally shall range between 6.8 and 8.5 except that swamp waters may have a pH as low as 4.3 if it is the result of natural conditions; (I) Turbidity: the turbidity in the receiving water shall not exceed 25 NTU; if turbidity exceeds this level due to natural background conditions, the existing turbidity level shall not be increased. Citation: 15A NCAC 028 .0221 Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule [including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity (including fishing, fish, and Primary Nursery Areas (PNAs)), wildlife, and secondary contact recreation]; and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 7. The effluent water from the dredge spoil should not (if at all practicable) be released into open shellfish waters. The release of the effluent of dredge spoil from a closed shellfish area into open shellfish water will cause a (temporary) closure of that water which in turn is a degradation of waters and a violation of tidal salt water quality standards for Class SA Waters. Shellfish Sanitation (252.726.6827) and the Division of Water Resources (910.796.7215) must be notified if this is to occur. Citation: 15A NCAC 028 .0221 Justification: In order to protect against impairment of water quality standards and best usage of receiving and downstream waters, water quality based management practices must be employed to protect against direct or indirect discharge of waste or other sources of water pollution. Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity, wildlife, secondary contact recreation, agriculture, and shellfishing for marketing purposes) and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 8. The permittee shall report to the DWR Wilmington Regional Office any noncompliance with, and/or any violation of, stream or wetland standards [15A NCAC 02B .0200], including but not limited to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a weekend or holiday) from the time the permittee became aware of the non-compliance circumstances. NORTH CAROLINP. ��`1 ueprlmenl of BMrunm9nfal Owl North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Residence at 9th, LLC DWR# 20221208 Individual Certification #WQC005208 Page 7 of 12 Justification: Timely reporting of non-compliance is important in identifying and minimizing detrimental impacts to water quality and avoiding impacts due to water pollution that precludes any best use on a short-term or long-term basis. 9. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the approved impacts (including temporary impacts). Citation: 15A NCAC 02H .0506; 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 10. When applicable, all construction activities shall be performed and maintained in full compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability of the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management Practices for the control of sediment and erosion so that no violations of state water quality standards, statutes, or rules occur. Design, installation, operation, and maintenance of all sediment and erosion control measures shall be equal to or exceed the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the North Caroline Department of Transportation Sediment and Erosion Control Manual. All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor -owned or leased borrow pits associated with the project. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. Reclamation measures and implementation shall comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA, WS- I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the sedimentation and erosion control designs shall comply with the requirements set forth in 15A NCAC 04B .0124, Design Standards in Sensitive Watersheds. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCACO2B .0200; 15A NCAC 02B .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) NORTH CAROLINP. ��`1 ueprlmenl of BMrunm9nfal Owl North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 Residence at 9th, LLC DWR# 20221208 Individual Certification #WQC005208 Page 8 of 12 Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 11. Sediment and erosion control measures shall not be installed in wetland or waters except within the footprint of temporary or permanent impacts otherwise authorized by this Certification. If placed within authorized impact areas, then placement of such measures shall not be conducted in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt fence installed within wetlands shall be removed from wetlands and the natural grade restored within two (2) months of the date that DEMLR or locally delegated program has released the specific area within the project to ensure wetland standards are maintained upon completion of the project. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 12. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along streambanks or within wetlands. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Justification: A project that affects waters shall not be permitted unless the existing uses (including aquatic life propagation and biological integrity), and the water quality to protect such uses, are protected. Protections are necessary to ensure any remaining surface waters or wetlands, and any surface waters or wetlands downstream, continue to support existing uses during and after project completion. The Division must evaluate if the activity has avoided and NORTH CAROLINP. ��`1 ueprlmenl of BMrunm9nfal Owl North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 Residence at 9th, LLC DWR# 20221208 Individual Certification #WQC005208 Page 9 of 12 minimized impacts to waters, would cause or contribute to a violation of standards, or would result in secondary or cumulative impacts. 13. If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 or NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit conditions including the erosion & sedimentation control plan, inspections and maintenance, self -monitoring, record keeping and reporting requirements is required. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B .0200; 15A NCAC 02B .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or Tong -term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 14. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and Local regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of contact between the fertilizer and surface waters. Citation: 15A 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 028.0200; 15A NCAC 028 .0231 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 15. If concrete is used during construction, then all necessary measures shall be taken to prevent direct contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts uncured concrete shall not be discharged to waters of the state. Citation: 15A 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 028.0200; 15A NCAC 02B .0231 NORTH CAROLINP. ��`1 ueprlmenl of BMrunm9nfal Owl North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 Residence at 9th, LLC DWR# 20221208 Individual Certification #WQC005208 Page 10 of 12 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 16. All proposed and approved temporary fill and culverts shall be removed and the impacted area shall be returned to natural conditions within 60 calendar days after the temporary impact is no longer necessary. The impacted areas shall be restored to original grade. All temporarily impacted sites shall be restored, stabilized, and revegetated with appropriate native species, including woody species. Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H .0507(c) Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Protections are necessary to ensure any remaining surface waters or wetlands, and any surface waters or wetlands downstream, continue to support existing uses after project completion. 17. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands shall be installed as outlined in the most recent edition of the North Carolina Sediment and Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual or the North Carolina Department of Transportation Best Management Practices for Construction and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during use of this Certification. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule, and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. Ensuring that structures are installed properly in waters will ensure that surface water quality standards are met and conditions of waters are suitable for all best uses. 18. All mechanized equipment operated near surface waters shall be inspected and maintained regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic materials. Construction shall be staged in order to minimize the exposure of equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and general equipment maintenance shall be performed in a manner to prevent, to the maximum extent practicable, contamination of surface waters by fuels and oils. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 028.0200; 15A NCAC 02B .0231 NORTH CAROLINP. ��`1 ueprlmenl of BMrunm9nfal Owl North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 Residence at 9th, LLC DWR# 20221208 Individual Certification #WQC005208 Page 11 of 12 Justification: A project that affects waters shall not be permitted unless the existing uses, and the water quality to protect such uses, are protected. Activities must not cause water pollution that precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present in amounts that may cause adverse impacts on existing wetland uses. 19. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to minimize soil disturbance and compaction. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 028 .0231 Justification: Wetland standards require maintenance or enhancement of existing uses of wetlands such that hydrologic conditions necessary to support natural biological and physical characteristics are protected; populations of wetland flora and fauna are maintained to protect biological integrity of the wetland; and materials or substances are not present in amounts that may cause adverse impact on existing wetland uses. 20. In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours. Citation: 15A NCAC 02H .0507(c); N.C.G.S 143-215.85(b) Justification: Person(s) owning or having control over oil or other substances upon notice of discharge must immediately notify the Department, or any of its agents or employees, of the nature, location, and time of the discharge and of the measures which are being taken or are proposed to be taken to contain and remove the discharge. This action is required in order to contain or divert the substances to prevent entry into the surface waters. Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. 21. The permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal Law. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Justification: Surface water quality standards require that conditions of waters be suitable for all best uses provided for in state rule, and that activities must not cause water pollution that precludes any best use on a short-term or long-term basis. The Division must evaluate if the NORTH CAROLINP. ��`1 ueprlmenl of BMrunm9nfal Owl North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 DocuSign Envelope ID: 54C9D85E-11 E6-497F-AA29-9DE16EF11464 Residence at 9th, LLC DWR# 20221208 Individual Certification #WQC005208 Page 12 of 12 activity has avoided and minimized impacts to waters, would cause or contribute to a violation of standards, or would result in secondary or cumulative impacts. 22. The permittee shall require its contractors and/or agents to comply with the terms and conditions of this certification in the construction and maintenance of this project, and shall provide each of its contractors and/or agents associated with the construction or maintenance of this project with a copy of this Water Quality Certification. A copy of this Water Quality Certification shall be available at the project site during the construction and maintenance of this project. Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c) Justification: Those actually performing the work should be aware of the requirements of this 401 Water Quality Certification to minimize water quality impacts. This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on the date of issuance shall remain in effect for the life of the project, regardless of the expiration date of this Certification. [15A NCAC 02H .0507(c)] D_E NORTH CAROLNA ��`��` Oapar4nanl M E Mn nmunGl Oual This, the 9th day of November 2022 1- DocuSigned by: vvb t A Scuiati5-Litn.1 '-E3ABA14AC7DC434... Morella Sanchez -King Regional Operations Supervisor 401 & Buffer Permitting Branch North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 919.707.9000 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 Peiiiiittee: General Public Effective Date: January 01, 2022 Expiration Date: December 31, 2026 DEPARTMENT OF THE ARMY REGIONAL GENERAL PERMIT (RGP) A RGP to do work in or affecting navigable waters of the U.S. and waters of the recommendation of the Chief of Engineers, pursuant to Section 10 of the Rivers of March 3, 1899 (U.S.C. 403), and Section 404 of the Clean Water Act (33 U.S 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 U.S., upon and Harbors Act .C. 1344), is 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 RGP. Operating Procedures a. Applications for joint state and federal authorization under this programmatic RGP 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 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 RGP. 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 U.S., including wetlands, the North Carolina Division of Water Resources (NCDWR) and the applicant will be infoiuied 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 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 RGP 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 RGP 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 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 RGP 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 peiinit 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 RGP until the issuance of the NCDCM permit and, if required, the Section 401 Water Quality Certification. 1. 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 RGP until the Wilmington District Engineer or his representative provides written verification that the procedures and conditions of the RGP 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 federal position, both the NCDCM and the Corps, in accordance with their respective regulations and policies, may take enforcement action. o. This RGP 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 RGP 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 RGP or any Corps approved modification to this RGP, 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 peiinit 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 RGP does not obviate the need to obtain other federal, state, or local authorizations. d. All work authorized by this RGP must comply with the terms and conditions of the applicable Clean Water Act Section 401 Water Quality Certification for this RGP 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 peiuiit 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 RGP must not interfere with the public's right to free navigation on all navigable waters of the U.S. No attempt will be made by 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 peewit 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 US to its former conditions. i. This RGP 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, jetties, 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. 1. This RGP does not grant any property rights or exclusive privileges. m. This RGP does not authorize any injury to the property or rights of others. n. This RGP does not authorize the interference with any existing or proposed federal project. o. In issuing this RGP, 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 RGP. (4) Design or construction deficiencies associated with the permitted work. (5) Damage claims associated with any future modification, suspension, or revocation of this RGP. p. Authorization provided by this RGP 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 RGP 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 RGP 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. 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 deteiiiiines 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 RGP, 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. Endangered Species. (1) No activity is authorized under this RGP which is likely to jeopardize the continued existence of a threatened or endangered species directly or indirectly 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 this RGP which "may affect" a listed species or critical habitat, unless Section 7 consultation addressing the effects of the proposed activity has been completed. (2) Federal agencies should follow their own procedures for complying with the requirements of the ESA. Federal prospective Permittees (and when FHWA is the lead federal agency) must provide the District Engineer with the appropriate documentation to demonstrate compliance with those requirements. The District Engineer will review the documentation and deteiniine whether it is sufficient to address ESA compliance for the RGP activity, or whether additional ESA consultation is necessary. (3) As a result of formal or informal consultation with the U.S. Fish and Wildlife Service (USFWS) or NMFS, the District Engineer may add species -specific endangered species conditions to the RGP verification letter for a project. (4) Authorization of an activity by a RGP does not authorize the "take" of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the USFWS or the NMFS, the ESA prohibits any person subject to the jurisdiction of the U.S. to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word "harm" in the definition of "take" means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding, or sheltering. (5) Information on the location of threatened and endangered species and their critical habitat can be obtained directly from the USFWS in Raleigh, North Carolina at the address provided below, or from the USFWS and NMFS via their world wide web pages at http://www.fws.gov/ or http://www.fws.gov/ipac and http://www.noaa.gov/fisheries.html respectively. The Raleigh USFWS Office covers all NC counties east of, and including, Richmond, Montgomery, Randolph, Guilford, and Rockingham Counties. US Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Telephone: (919) 856-4520 (6) The Wilmington District, USFWS, NCDOT, and the FHWA have conducted programmatic Section 7(a)(2) consultation for a number of federally listed species and habitat, and programmatic consultation concerning other federally listed species and/or habitat may occur in the future. The result of completed programmatic consultation is a Programmatic Biological Opinion (PBO) issued by the USFWS. These PBOs contain mandatory terms and conditions to implement the reasonable and prudent measures that are associated with "incidental take" of whichever species or critical habitat is covered by a specific PBO. Authorization under this RGP is conditional upon the Permittee's compliance with all the mandatory terms and conditions associated with incidental take of the applicable PBO (or PBOs), which are incorporated by reference in this RGP. Failure to comply with the terms and conditions associated with incidental take of an applicable PBO, where a take of the federally listed species occurs, would constitute an unauthorized take by the Permittee, and would also constitute Permittee non-compliance with the authorization under this RGP. If the terms and conditions of a specific PBO (or PBOs) apply to a project, the Corps will include this/these requirements in any RGP verification that may be issued for a project. The USFWS is the appropriate authority to determine compliance with the terms and conditions of its PBO, and with the ESA. (7) Northern long-eared bat (NLEB) (Myotis septentrionalis). Standard Local Operating Procedures for Endangered Species (SLOPES) for the NLEB have been approved by the Corps and the U.S. Fish and Wildlife Service. See http://www. saw.usace. army.mil/Missions/Regulatory-Permit-Program/Agency- Coordination/ESA/. This SLOPES details how the Corps will make determinations of effect to the NLEB when the Corps is the lead federal agency for an NCDOT project that is located in the western 41 counties of North Carolina. This SLOPES do not address NCDOT projects (either federal or state funded) in the eastern 59 counties in North Carolina. Note that if another federal agency is the lead federal agency for a project in the western 41 counties, procedures for satisfying the requirements of Section 7(a)(2) of the ESA will be dictated by that agency and will not be applicable for consideration under the SLOPES; however, information that demonstrates the lead federal agency's (if other than the Corps) compliance with Section 7(a)(2) / 4(d) Rule for the NLEB, will be required in the PCN. Note that at the time of issuance of this RGP, the federal listing status of the NLEB as "Threatened" is being litigated at the National level. If, as a result of litigation, the NLEB is federally listed as "Endangered", this general condition ("s") will no longer be applicable because the 4(d) Rule, and this NLEB SLOPES, will no longer apply/be valid. (8) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all requirements therein. The guidelines can be found at https://wvvw.fws.gov/raleigh/pdfs/ManateeGuidelines20 1 7.pdf (9) 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. v. 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 RGP does not authorize any activity prohibited by the National Flood Insurance Program. w. The Pennittee 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 cgd5waterwaysAuscg.mil. x. 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. y. It is possible that an authorized structure may be damaged by wave wash from passing vessels. The issuance of this RGP 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. z. Structures and their attendant utilities, authorized by this RGP, 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. aa. The Permittee must maintain any structure or work authorized by this RGP in good condition and in conformance with the terms and conditions of this RGP. 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 RGP will automatically transfer this RGP to the property's new owner, with all of the rights and responsibilities enumerated herein. The Permittee must inforrii any subsequent owner of all activities undertaken under the authority of this RGP and provide the subsequent owner with a copy of the terms and conditions of this RGP. bb. At his/her sole discretion, any time during the processing cycle, the Wilmington District Engineer may determine that this RGP 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. cc. Except as authorized by this RGP or any Corps approved modification to this RGP, 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. dd Except as authorized by this RGP or any Corps approved modification to this RGP, all excavated material will be disposed of in approved upland disposal areas. ee. Activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon this RGP will remain authorized provided the activity is completed within twelve months of the date of the RGP's expiration, modification, or revocation. Activities completed under the authorization of this RGP that were in effect at the time the activity was completed continue to be authorized by the RGP. BY AUTHORITY OF THE SECRETARY OF THE ARMY: ami A. Bennett Colonel, U.S. Army District Commander 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.0 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 measures 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), 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), 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. 02/2017): U.S. Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 919/856-4520 2 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. 3