The URL can be used to link to this page

Home My WebLink About20121003 Ver 1_CAMA Permit Application_201211014 201 2 1 00 3 NC®NR North Carolina Department of Environment and Natural Resources Division of Coastal Management Beverly Eaves Perdue Braxton C. Davis Governor Director Dee Freeman October 30, 2012 Secretary MEMORANDUM: TO: Karen Higgins 401 Oversight Division of Water Quality- Surface Water Protection FROM: Doug Huggett, NC DENR -DCM Major Permits Coordinator 400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09) SUBJECT: CAMA / D &F Major Permit Application Review Applicant: Ronald & Cyndi McNeill Project Location: 102 Magnolia Dr., adjacent to Hewlett's Creek, in Wilmington, New Hanover Co. Proposed Project: maintenance excavation within a shoaled access channel Please indicate below your agency's position or viewpoint on the proposed project and return this form to Doucy HuQgett at the address above by November Z_ 2012. If you have any questions regarding the proposed project, contact Robb Mairs at (910) 796 -7215, when appropriate, in -depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. SIGNED This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. DATE 127 Cardinal Drive Ext., Wilmington, NC 28405 Phone: 910 - 796 -7215 \ FAX 910 - 395 -3964 Internet: www.nccoastalmanagement.net An Equal Opportunity \ Affirmative Action Employer 14 1 �U1Z DENR - WATER QUALITY No thCarolina Nahmally DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: Ronald and Cyndi McNeill c/o Adam Knierim (Maritech, LLC) 2. LOCATION OF PROJECT SITE: 102 Magnolia Drive, adjacent to a channel off Hewlett's Creek, Masonboro Sound, in Wilmington, New Hanover County. Photo Index — 2006: 22- 7421:7 -9, L 2000: 22 -270: 7 -9, L 1995: 22 -252: 13 -15, L 1989: 4 178 28: 4 -6, P 1978: 16 -258: 19 -21, N State Plane Coordinates - X: 2336280 Y: 118982 Latitude: 34 °04'18.25471 "N Longitude: 77 °53'22.83312 "W INVESTIGATION TYPE: CAMA/D & F ROVER FILE # - 0- 101211A 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 01/13/2012 and 10/12/2012 Was Applicant Present — Yes No 5. PROCESSING PROCEDURE: Application Received — 10/12/2012 (completed) Office — Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan — Wilmington/New Hanover County Land Classification From LUP - Resource Protection (B) AEC(s) Involved: PT, ORW, ES (C) Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing - Municipal Sewer System Planned - N/A (F) Type of Structures: Existing — Single - family residence, check -dam, access pier, uncovered platform and floating dock. Planned — Maintenance excavation (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] (D) Total Area Disturbed: 19,630 sq. ft. (0.45 acres) (E) Primary Nursery Area: Yes (F) Water Classification: SA -ORW Open: No 8. PROJECT SUMMARY: The applicant proposes to perform maintenance excavation within a shoaled access channel to Hewlett's Creek. Ronald and Cyndi McNeill Page 2 9. PROJECT DESCRIPTION: The project site is a 5.8 acre residential tract at 102 Magnolia Drive off Masonboro Sound Road, adjacent to Masonboro Sound at the mouth of Hewlett's Creek. To locate the property from Oleander Drive (NC Highway 17), turn onto Greenville Loop Road and travel west approximately 3.0 miles. Turn left onto Pine Grove Road and travel south approximately 1.2 miles until you reach Masonboro Sound Road, which will be on your left. Turn left onto Masonboro Sound Road and travel approximately 1.0 mile east until you reach Magnolia Drive, which will be located on the left. Turn left onto Magnolia Drive and the property of interest will be the immediate driveway on the right. The applicant currently maintains a single - family residence on the property, which has elevations ranging from 5' to 25' above normal high water (NHW). This area is one of older homes occupying large tracts of land along Masonboro Sound. The property is vegetated with lawn grasses and ornamental landscape vegetation. The adjacent tract to the south is undeveloped and vegetated with oaks, pines, yaupon and wax myrtle. There is a fringe of Smooth Cordgrass (Spartina alterniflora ) averaging 25' in width along the channel. The upper edges of the channel are lined with Black Needlerush Juncus roemerianus), Salt Meadow Cordgrass S artina patens Sea Oxeye (Bonichia frutescens and Sea Lavender (Limonium carolinianum). The channel bottom is very silty, probably due to the stagnant nature of the channel terminus. The applicant currently maintains a private docking facility within the channel, which was authorized under CAMA General Permit No. 36908 on 12/01/2003. The docking facility includes an access pier, uncovered "L- head" platform and a floating dock, which runs parallel to the channel. The application states that the existing channel appears to have been artificially created, extending across several properties, including the applicant's, which ties into Hewletfs Creek to the north. This channel is parallel to the AIWW, and appears to be originally excavated in the 1950's. The application states that the dimensions of the original channel as originally constructed were approximately 535' in length by 35' in width. The channel terminates at the south end of the applicant's property and continues along the adjacent riparian property owners to the north (Paisley and Woodbury). This sandy material within the channel has apparently been associated with runoff from the existing ditches along the highground portions of the properties, which border the channel. The previous property owner (D. Batten) obtained State Permit No. 34 -97 on 3/24/1997 for maintenance excavation of the channel, with dimensions of approximately 215' in length by 14' in width to a final project depth of -2.0' @ MLW (US Army Corps of Engineers (USACE) Action ID No. 199704267). These authorized dimensions were within the limits of what appears to have been the historical channel that was created, aforementioned (See Sheet 1 of 5). The application states that this was accomplished through a dragline dredge methodology, and the excavated material was placed onto the highground portion of the properties along the channel. State Permit No. 34 -97 also authorized the stabilization of the ditch on the applicant's property through the means of three (3) check dams to address the shoaling within the channel. State Permit No. 34 -97 was transferred to the applicant on 11/13/1997, and was last renewed on 5/20/2005. This permit was subject to extension by the Session Law 2009 -406, as amended by Session Law 2010 -177, the Permit Extension Act. The new expiration date for State Permit No. 34 -97 is 12/31/2014. The Wilmington/New Hanover County Land Use Plan 2006 Update classifies the area within the scope of the project as Conservation. They ARE designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they are CLOSED to the harvest of shellfish. The Division of Water Quality has classified the waters as SA -ORW; however, the ORW designation stops at the mouth of Hewlett's Creek. Ronald and Cyndi McNeill Page 3 PROPOSED PROJECT: The applicant proposes to perform maintenance excavation within an access channel to Hewletts Creek. The application states that the owner proposes to modify the existing active permit to expand the authorized dredging limits within this channel, which appears to have shoaled with sand carried from a ditch between the applicant's property and the properties to the north. The proposed excavation includes the dredge limits as authorized under State Permit No. 34 -97 within the channel, aforementioned, along within the entire historical limits along the three properties. The dredge limits within the access channel outside of what was authorized under State Permit No. 34 -97 appears to have not been excavated for approximately 50 years, aforementioned, and has been determined to have regained the biological integrity necessary to consider this project as new dredging, hence, the major development permit process. The application states that existing water depths within the access channel range from approximately -0.5' to -2.0' @ MLW. The applicant wishes to excavate the channel within the shoaled area, measuring approximately 535' in length by 18' in width to a final project depth of -2.5' @ MLW, which would tie into connecting water depth towards Hewlett's Creek to the north (See Sheets 2 and 3 of 5). The proposed excavation would run along the location of existing docking facilities of the three contiguous property owners. The application states that the dredging limits would maintain a 10' setback from the existing coastal wetlands substrate. The material would be excavated mechanically by bucket -to -barge method, which would result in the removal of approximately 990 cubic yards (cy) of material. The excavated material would then be hauled to a privately owned spoil island located approximately 1.5 miles north of the project site at the confluence of the AIWW and Masonboro Inlet (US Army Corps of Engineers ( USACE) Disposal Site No. DA- 0251). The application states that the material would be off loaded and placed outside the USACE Easement Boundary on the eastern portion of the island. The proposed spoil site is commonly used as a disposal site by local marine contractors (See Sheets 1 through 5 of 5). 10. ANTICIPATED EVWACTS The project as proposed would remove approximately 990 cy of sandy material from approximately 9,630 sq. ft. of shallow bottom area within a created channel; and approximately 10,000 sq. ft. of high ground would be filled with the spoil placement, which would be located on an existing privately owned spoil island, aforementioned. The application states that the dredging limits would maintain a 10' offset from the location of the existing Coastal Wetlands substrate. Minor increases in turbidity should be expected during the dredging event; however no long term adverse impacts are anticipated. Although the channel is designated as Primary Nursery Area, and the expansion limits have not been excavated since the 1950's, site visits and historical aerial photography indicate that the material requested for removal appears to be recently deposited sand and the channel has been in continual use since it was excavated. Submitted by: Robb Mairs Date: 10/29/2012 Office: Wilmington DCM NP -1 APPLICATION for 1081or Development Permit (last revised 12/27106) North Carolina DIVISION OF COASTAL MANAGEMENT Pr�n �li� -,`�� x` j-°; s�Yf�S` ��` v�'.f��'3.'�4.�nR;��z'��:%c�r �•r.�`°x��'+-(ryta5�'.'s-`z_ r�E�c��z�r �.�f� >'.+ - ��_.`ai�:�z°. isua�t,ceb 'drar�A.:r Business Name -•`.4" _.a?,. as Project Name (if applicable) Business Name N/A N/A Applicant 1 First Name Agent/ Contractor 1 First Name MI as Name Last Name Ronald Adam McNeill Knierim Applicant 2 First Name Agent/ Contractor 2 First Name MI Last Name Last Name Cyndi Mailing Address N/A McNeill If additional applicants, please attach an additional page(s) with names listed. State Mailing Address PO Box City State 102 Magnolia Drive ZIP N/A Wilmington NC ZIP Country 28443 Phone No FAX No 910-270-4058 ext 28409 USA FAX No 910 - 395 - 5680 ext — - Street Address (if different from above) City State ZIP Email City m �..i'' s, Y�" .� �Y�,sm'.:��'y��3' -•`.4" _.a?,. as a`�`*$'�� Business Name Mantech, LLC Agent/ Contractor 1 First Name MI Last Name Adam C. Knierim Agent/ Contractor 2 First Name MI Last Name Mailing Address PO Box City State 108 Circle Dr. Hampstead NC ZIP Phone No 1 Phone No 2 28443 910-270-4058 ext 910 - 297 - 7710 ext FAX No Contractor # 910 270 4058 N/A Street Address (if different from above) City State Zlp Email adamknierim @gmail.com <Form continues on back> Z101 I r 130 ON 'NOlONIWIIA4 VVOCI 252 -808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit ti E VIA MOW� f - G 71 V County (can be multiple) Street Address State Rd # New Hanover 102 Magnolia Drive a. Total length of shoreline on the tract (ft) Subdivision Name City State Zip N/A Wilmington NC 28409 - Phone No Lot No (s) (if many, attach additional page with list) 910 - 392 - 0838 ext N/A, I I I a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Cape Fear River Basin Hewletts Creek, Atlantic Intracoastal Waterway c Is the water body identified in (b) above, natural or manmade? d Name the closest major water body to the proposed project site ZNatural ZManmade ❑Unknown Hewletts Creek, Atlantic Intracoastal Waterway e Is proposed work within city limits or planning jurisdiction? f If applicable, list the planning jurisdiction or city limit the proposed ❑Yes NNo work falls within N/A JS pad, W__ X INSIUM IN- � _w X M a. Total length of shoreline on the tract (ft) b. Size of entire tract (sq ft 203 227,163 c Size of individual lot(s) d Approximate elevation of tract above NHW (normal high water) or N/A, I I NWL (normal water level) (If many lot sizes, please attach additional page with a list) 15 ZNHW or ❑NWL e Vegetation on tract Oaks, Pines, Wax Myrtle, Upland Grasses and shrubs, Coastal Wetlands. f Man-made features and uses now on tract House, Garage, Driveway, Dock Facility. g Identify and describe the existing land uses adiacent to the proposed project site Residential Single-Family Dwellings. h How does local government zone the tract? i Is the proposed project consistent with the applicable zoning? R-20 (Attach zoning compliance certificate, if applicable) ZYes ❑No ❑NA j Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes [DNo k Hasa professional archaeological assessment been done for the tract? If yes, attach acopy ❑Yes ❑No ZNA If yes, by whom? I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ❑No SNA National Register listed or eligible property? sREci=_iVEQ DCM WILMINGTON, NU <Form continues on next page> C T 112012 252-808-2808 :: 1-888-4RCOAST :: vvwvv.nccoastaImanaqement.'net Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit m (i) Are there wetlands on the site? NYes ❑No (h) Are there coastal wetlands on the site? OYes ❑No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ZNo (Attach documentation, if available) n Describe existing wastewater treatment facilities Private Septic. o Describe existing drinking water supply source Community Water Supply p Describe existing storm water management or treatment systems N/A. a Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment SPrivate/Community b Give a brief description of purpose, use, and daily operations of the project when complete Provide water access to nearby Hewletts Creek and Atlantic Intracoastal Waterway Uses and daily operations will likely include launching kayaks and docking of small vessels at existing floating dock. c Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. Dredging operations will be performed utilizing bucket and barge methodology. A barge, pushboat, and skidsteer will be used during project dredging operations. Material will be placed offsite on nearby disposal island designated in planset. d List all development activities you propose Maintenance dredging of existing access channel to -2.5 (MLW). e Are the proposed activities maintenance of an existing project, new work, or both? Maintenance f What is the approximate total disturbed land area resulting from the proposed project? 13,375 sub-tidal bottom Sq Ft or ❑Acres g Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ENo ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state N/A i Will wastewater or stormwater be discharged into a wetland? ❑Yes UNo ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No UNA j Is there any mitigation proposed? ❑Yes ZNo If yes, attach a mitigation proposal RR�bEIVED DGM Wit-MINGTON, <Form continues on back> 0 C T 1 12012 252-808-L2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net Form DCM MP -1 (Page 4 of 4) APPLICATION for Major Development Permit �a ..a° 6: na"l.A MWI o ° } W-11 . w � � AE I ' •o bi „ �3 - ' �m s�d hcabo�% de �b w mush vpa bernnpl�t ; a (� ere afrVeYs� Iewt'rarmajonappl4'�`�bon .n, ,;„- ...�+; N'<" q•- y$''*,.m s a�vx �; zo•, z - ti o-, a '- �'.�'_�°9�.i�,. <��n7•fs'*s.�+ '._�'- w¢,�i"��t.&'; 4'7�':�, 'ii!.ci�''K�.C'- �j x`, � 'ia�it,,fi)',��,�.,�;''•i"r'�` 3 ��z^d "" � �� .' s'• rt 9x! �u: � *r` �"�°s��k_�. e;,� .'hrn;$ '� aS+'i >' � .eQc+�n' m* a A project narrative b An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties e The appropriate application fee Check or money order made payable to DENR f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. albsm3� ^y^ p• .... Y .:c+ 22d ��y ,✓, asq„w F..'; "k'='x �' .�"xf y e ` t �._- i., r.,�WWI -�- NafneSi, �L aStegKerrang 666 _5614 56153481 a�' ?•'''X�MAIN ��v"i`d •d,`•'e',�- `'F:i.�`y•`" Addre CIO Euro a brnre Suds 55Ctia 1`HiIINC 27517. �� °j _..z�"'°��.'x�'i s3�* v?- �`�rr�°�u�^�•,•4�fv�zm�.'�•s; �Z'g�-s� {�i�� kc��. Y. L�..^ :'�`rv„�'�.'"�>'�.�`•��"7,;�'c.3 Name John Orrnand Phone No 910 - 791 -5179 Address 118 Magnolia Drive, Wilmington, NC 28409 Se 4;„ R x: C f i►o No :. F_,• A, . �.ar. "^b: ,y`,... z, "X ;w�• , = -eH-+� ',tai �Lk- :dam` <++��`v''^ 4y.. q Vik�� .G. .,�i3� ��•�'��'fic g A list of previous state or federal permits issued for work on the project tract Include permit numbers, permittee, and issuing dates NCDENR Major Permit #34 -97 (AAA 0-3005 11111YO h Signed consultant or agent authorization form, if applicable i Wetland delineation, if necessary A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner) k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 -10), if necessary If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act "7p '�' :Y• � �+t. 6""C` �e�yr " Z�.r ;''J #t =��i �'S� .rte "v.9rr,iNZ. 3•,s F... ,k; ��.5`.-a.�'•°.�•�m 7 �r He 61r, +a_rfion anal',P£err .s �.�'fzr:x��;'s,�4.a�v. _.�323s *�£_ �.,!tv� -z j w '"�i"a.'a'�`?'. a, �'F..+^�+-fr7 :s��,. I understand that any permit issued in response to this application will allow only the development described in the application The project will be subject to the conditions and restrictions contained in the permit I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up monitoring of the project. I further certify that the information provided in this application isst�trutthful to the best of my knowledge. Date �2 Print Name �Y /J'1 Signature Please indicate application attachments pertaining to your proposed project. RECEIVED ®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Cub WILMINGTON, NO ❑DCM MP -3 Upland Development ❑DCM MP-4 Structures Information OCT 1 12012 252 - 808 -2808 1- 888- 4RCOAST :: www.nccoastaImanagement.net Form DCM MP -2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information Describe below the purpose of proposed excavation and /or fill activities. All values should be given in feet. c (i) Does the area to be excavated include coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected ❑CW ❑SAV ❑SB ❑WL ®None (n) Describe the purpose of the excavation in these areas* d High- ground excavation in cubic yards. 0 � ) �i4'L ` :; ` � '* � "' �� °` ^' _ �. p�irrs •secti �rtot•` p Ilcati/e a Location of disposal area b Dimensions of disposal area Shore Acres Site adjacent to Masonboro Inlet. 100,000sgft (approximately 500 x 200) C (i) Do you claim title to disposal area? ❑Yes ®No ❑NA (ii) If no, attach a letter granting permission from the owner e (i) Does the disposal area include any coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected ❑CW ❑SAV ❑SB OWL ®None (n) Describe the purpose of disposal in these areas N/A d. (Q Will a disposal area be available for future maintenance) ®Yes ❑No ❑NA (n) If yes, where? Designated Site (Q Does the disposal include any area in the water? ❑Yes ®No ❑NA (ii) If yes, how much water area is affected? 252- 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net 5 11 L74 I 0 C T 1 12012 revised: 12/26/06 Access Other Channel - Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL ) stabilization Length 535 Width 18 Avg. Existing -15 Depth - Final Project Depth -2.5 �a ` a Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards Muddy sand 990cy c (i) Does the area to be excavated include coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected ❑CW ❑SAV ❑SB ❑WL ®None (n) Describe the purpose of the excavation in these areas* d High- ground excavation in cubic yards. 0 � ) �i4'L ` :; ` � '* � "' �� °` ^' _ �. p�irrs •secti �rtot•` p Ilcati/e a Location of disposal area b Dimensions of disposal area Shore Acres Site adjacent to Masonboro Inlet. 100,000sgft (approximately 500 x 200) C (i) Do you claim title to disposal area? ❑Yes ®No ❑NA (ii) If no, attach a letter granting permission from the owner e (i) Does the disposal area include any coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected ❑CW ❑SAV ❑SB OWL ®None (n) Describe the purpose of disposal in these areas N/A d. (Q Will a disposal area be available for future maintenance) ®Yes ❑No ❑NA (n) If yes, where? Designated Site (Q Does the disposal include any area in the water? ❑Yes ®No ❑NA (ii) If yes, how much water area is affected? 252- 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net 5 11 L74 I 0 C T 1 12012 revised: 12/26/06 Forlr>re ®Cell MP -2 (Excavation and Fill, Page 2 of 2) a i ype or snoreune staomzation ❑Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other c Average distance waterward of NHW or NWL e Type of stabilization material g Number of square feet of fill to be placed below water level Bulkhead ball Riprap Breakwater /Sill Other I Source of fill material b Length Width: d Maximum distance waterward of NHW or NWL f (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ❑No DNA (ii) If yes, state amount of erosion and source of erosion amount information h Type of fill material �} D��,,�� ii�I pl {�S4�iLi� ( {iQfl �Ara.,i .1- R"yw �i ��c� `k3 �r'14T1` �' � � �• [ I (i) Will fill material be brought to the site? ❑Yes ❑No DNA b G) Will fill material be alacedAin coastal wetlands /marsh (CW). If yes, (ii) Amount of material to be placed in the water (m) Dimensions of fill area (iv) Purpose of fill a How will excavated or fill material be kept on site and erosion controlled Silt Fencing placed around the perimeter of the disposal area c (r) Will navigational aids be required as a result of the protect? ❑Yes ®No ❑NA (ii) If yes, explain what type and how they will be implemented submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (VVL)? If any boxes are checked, provide the number of square feet affected ❑CW ❑SAV ❑SB ❑WL ❑None (u) Describe the purpose of the fill in these areas b What type of construction equipment will be used (e g , dragline, backhoe, or hydraulic dredge)? Mechanical Dredge (i.e bucket and barge methodology) d (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes ®No DNA (u) If yes, explain steps that will be taken to avoid or minimize environmental impacts 252 - 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06 McNeill Maintenance Dredging Project Narrative The McNeill Project Site is located within Masonboro Sound in eastern New Hanover County, North Carolina. The project site is situated within a microtidal marsh - filled setting located adjacent to the Atlantic Intracoastal Waterway (AIWW) and Hewletts Creek. The site is backed by upland parcels situated primarily with residential single - family dwellings. Site history associated with the project is fairly extensive with the construction of the originally permitted channel occurring sometime between 1956 and 1966 as shown in Figure 1 and Appendix. Based upon historic aerial photographs, dimensions of the channel as originally constructed were approximately 535' in length by 35' in width. The originally constructed depth is unknown but is estimated to be near -4.0 to -5.0 Mean Low Water (MLW) based upon image analyses of orthophotos. Figure 1. Historic aerial photographs ranging from 1956 to 2006 showing project area. Tile A. Orthophoto (1956) showing project area prior to original channel construction (red arrow). Tile B. Orthophoto (1966) showing project area after channel construction as indicated by red arrow. Tile C. Orthophoto (198 1) showing lack of change in channel dimensions approximately 20yrs after construction. Tile D. Orthophoto showing modern day channel and creek complex. Large -scale tiles are shown in Appendix. r-b rr— r- 0 A DCM WILMINGTON, NG McNeill Maintenance Dredging Project MARITECH,LLC 0 P, 2012 {.'W The channel was originally constructed utilizing a dragline. Dredge spoil material derived from the construction process was placed on the eastern portion of the property immediately adjacent to the existing channel. After initial project construction, maintenance dredging was not implemented until 1997 when NCDENR Major Permit #34 -97 was issued to allow for the removal of material from the mid - portion of the existing channel. Material was again placed on the eastern portion of the parcel and subsequently graded to blend with the existing topography. It should be noted that despite the relatively long maintenance interval between dredging events the canal has been historically utilized since its original construction and serves as the only navigable channel for the residents in the immediate area. Use of the channel typically includes that of kayaks, sailboats, and small outboard - driven vessels. However, navigation of the channel has become increasingly difficult due to shoaling. Presently, use of the canal is limited to stages of high water. The present -day canal appears almost to be almost identical to the originally constructed channel present in the 1950's. The existing canal is relatively shallow with a muddy -sand bottom. Average depths range from minus 0.5ft along the channel toes to minus 1.0 -2.Oft within the channel thalweg. The canal appears to be void of abundant marine resources such as oysters, clams, and other shellfish. The channel has infilled since its construction but still displays key characteristics of a manmade canal evident in recent aerial photography. Most evident among these characteristics are relatively straight shorelines void of significant populations of shellfish and marsh grass (Figure 2). The transition between the spartina alterniflora and mud flat is well - defined with a straight -edged boundary that resembles that of the original channel footprint. Figure 2. Photograph showing north view of canal from the McNeill dock during an episode of abnormally low water. Please note the relatively straight canal and adjacent shorelines with lack of oyster inhabitance DCM WILMINGTON, NC McNeill Maintenance Dredging Project 1cl � ! 9,012, MARITECH,LLC The proposed project consists of removing approximately 990 cubic yards (cy) of bottom sediments that have infilled the access channel since the last maintenance event. The proposed dredge template is 535' in length by 18' in width and would establish a depth of 2.5' (MLW). The designed template seeks to remain a minimum of 10' from the existing coastal wetland fringe while mimicking the dimensions of the previously dredged templates. The project grade of -2.5 (MLW) was derived due to existing water depths of approximately -3.0' (MLW) within the connecting waters. No changes are proposed to the original footprint as indicated within historic aerial photography. Excavation operations will be executed via mechanical (bucket and barge) dredging to minimize potential impacts associated with material disposal onsite. Material excavated from the channel will be immediately placed on a barge and transported offsite to a private upland disposal area located at Masonboro Inlet (see plans). Material will be placed within the designated disposal area for dewatering and drying. Final site cleanup will consist of grading the material to blend with the existing elevations on site. Removal of silt fencing and any necessary erosion control measures will occur after material stabilization (i.e. seeding). RECEIVED DCM WILMINGTON, NC OCT 12 2012 McNeill Maintenance Dredging Project MARITECH,LLC �z IWOI AI �z APPENDIX RECEIVED DCM WILMINGTON, NC 0 C 1 12 2012 McNeill Maintenance Dredging Project MARITECH,LLC �Q � � C 9)lqj@ E" i "- LF fA f J t ';l • C ale A. Orthophoto (1956) showing project area prior to original channel construction (white arrow). RECEIVED DCM WILMINGTON, NC OCT 121012 McNeill Maintenance Dredging Project MARITECH,LLC Tile B. Orthophoto (1966) showing project area after channel construction as indicated by white arrow. 111111huy W1111 kh I I Lira (SVEM, OCT 12 2012 McNeill Maintenance Dredging Project MARITECH,LLC Tile C. Orthophoto (1981) showing lack of change in channel dimensions approximately 20yrs after construction. RECEIVE DCM WILMINGTON, NC ®CT 12 2012 h McNeill Maintenance Dredging Project MARITECH,LLC 0 0 , ; i , ::: I - -- I I 1, 11 - - , , " "- � -,-"- " �� 1, : , - --" _'Klll_p - 1-1 �i '�FF. �_'.; , -7-� -� -7c7� -? � f -;i �� _��,'-- _'�R___ir 77 —, - 7 - - —,- 7 , - '- ,� , :� - ��' —�-'�,-k� "- - -- TP- � ( —3 -.,-- TF-;k ��' - , , - � ' , " �_,i,�' " " � �'-'�.l _� I I "', �_-� -,-- , -�"_' - ' . f . •,,, •,a ' I 41 ' ,'4 '��, ,' . ',t, I � - �' I I- I -, , , ' I 'f'. I �� ' -- -- - - , , - I � �� 'i i t 1, -47 '� - ; � -1 I- I'll- I "I � �� 4'� - I � , �""_ I 1 I - . - -- -I " I., "I. I , --T, "- �"' � . "n, , , "�- , ,:. , 7 1 � I ' , � '-t'_� '-_�' "; '��' � � % . W- -'�' r'`• ,,, et' - , � "'-��' , '�� , - 1� � I I - I - t ?Fn- - " " '� ll"� - -� - - " � "'�- - - , l'!P'::v � - , I , � .' 1,t �p �' -" o 0, __ '� ' " , � 1. - �. i I - ' � fl� ' - - � , - . -".'�"" , ` .t '- 't� , "." , ,,, , , - ��. " ';'$"� - ' "'- , - " , - -, -, ' ' * " �" �� , � , .' .. -, --�i;" /3' t I ' < , �. I "', A'-,,!-. 'I- , 4. °- � , - '� __ - _f �' , I �" ' , _. I I - I - � � " , � � , " �_ , " ' ' _ I ' - ' ' � " " !� � 6' "1'1�1" ; ' ' i�"�.. �' - a -,- " -" I , '.�" I " � I ' ', - �'. - - I , , - . � I , , , � � 1 114-l", 1 • 1111, ' ' ' "' -"' • -� ,.-':, "z k� f -" - , '-: -, " , . , - ,,- �'- I , - I � , '� -� '� � , - 'y I I � , ,. - �'_' "� I I , 1, - ,- r,f �.' � , �, , , ' . � ' ��" ' , " " � - � .1 I , I � �' - : �"" , .. "�-� I-.- � A, � .- " . , � � ' ' ' _�� .. J I <� 'r, •, ;� - *. . ' ,'-' " ;� ", I - � F�' 4- X , . , , I � 1-1 i I � 11 , , I , :'f; " , , " '� � - - , I I - , , `'.yam � , -,- I � 1 -41 4 , ' � , k, I I'-, - �4' , -1 , , � 1, ,�4 " - 1, I , � - - ' ' ' � I , I . � - !y 4�1 1 - 1 9'- 1 ♦ . t , � - ;117 - - � � � .' - � ' '_ , -- '� , -, �' ' I . � -1 '; -'�� ' )k �' , 11 , , 11 � "� , � "I I's _: " " , "�' - , 11 '�' _ �� - ')�� , ' I �� - -; � �' -, , I I -1 : I I � " = �." � � � . , "', - t" -4" '� , . . i , , - I I I 'q- _!Wl '� _t , , '� li _' � ;�'� 1 ", , , . - 11 I � , "I -, - I - . I : . _ e, ; - ' - ' I , , ��; , ' "�' � _' 'Tt' � , , �' � , ��'� " , I ." � f, ' - I "� i - -, � " , '� 1� I I , , jj� , -_ - " � . -.1 j - 1� -'. - � , . I - - . - . � - � L � , - � ; 1%, � , '.i� -4 , � - I ` , - I ' "�" , I I � r ' � I `f� 'l-, -'----t-'-' , I .� � , I , • - �"J: lli�__5, �t ; , ". � , , '. " :' - , _-, ': ' ,,, - .� ��7 - - � � , .6 '- .7'4"' ' " 4'_� r � �' , " , I I - I , .. � lz ; �"� .'L , " � - I 1, '-�ki '� J.' '4 " � i��' -,"' '. �, ,,,,, - � � Z . -� , " , � _ -- , , '. , � �� , I I . , � . , l4k , - " ' , 4 '_W , , -" I , � - . . ' -� - - , ( , - -, �"" '_' - , , _ - ' I - , , , , ' ' * �� -_ : "I"; :,- ' , - � , � ,:e �"� � - 1. I 2, , - rte , � I . I "��' 'e t � I - - , ..' ,- , - MCNEILL PR Pei _-, -', '- ,'�'-' - -� '-1— �' , , ,, - '�' K- - 1$ - . - , �' I 1 -,"3 1. � I " t , ' I , -Z , � 1, �' , � � � _1� I- , . . � I I ".' I l , " - - "" * , - ";r " -:,-,: , - �'.'_�,-' ',- � � - .t' �� ' , 'j 1, � �' -_ 'lf�� ' .y. IR I " - � r'_.__'� , _'� - - I _�_'r4 ' ,,* I I I , " ;' - ,_ . , � �O � , � � "� 1 ' , , �. , '-� � '� � , '_'� - '� " - I I "'! li� " 14 ,�" `� " ' " , � , - � " - � y ,' - - , . , V. , "� , I � I 1: , " - " , - � , � - , I , , .�- ' '.-, - " - ", " , - - . � � . . � .' , -� " -, .' �' , * . - eL , "� - ; "P� " 11 - , t. - - ' - i, ""' '- , � , . � I "�� I N � �� , 6 , -_ ,_ .. � � , � "I , � I . . '',-N ,,,, , " , , ".' I '.'�* z I I - I , � l'- - ' "! "�' ' - - , � , • - , I ,I',,_ I !� �� 1� � � I , I , * . , - . �� , ". I 1, ' -; - � � - I '� , , � -1 - , I " � ' I , �-'�� , -, 1 ,,, , - _"' 1� , . - -1- I I . �% -,v' - - ' --� ,,-,. � , , I tt . � I , . " , , �' _`� 1_c " '�' -*, , � , . " " _ " , � - IT - I I I _ � 11 I f-' 11'1�_�'5� = � - , - -t - + -1 " -, , Y. , '. �"" �'�"' - - , _'�; , � . � . , - - I � I , , k I � " I— . 'v , 't'�"j ";' � , ' - - , "I I - I . I 'I , : - 11, � '. .' , .. ' '_ " - - � �" . , . � '- � ' " ' ' ).*_ � -', ,-It - ." -, 1, �' , � ��'-_-_--'-�-- , '�� I , , - # _'�__ �' �' � , -"4 -, -�`," :' - I �- � - . , I I , - , ' " , f , , " I - , , ? - ' 1� . -. - - '�" � ' ' I � �� _. . I , . - � . , - . � - . , " - I _-I � 4" ,r:, - "I " - I - 1. , , , I " "' - � , , . ,1_1� - . .. , � t - � . " .4 " - - - ' I I - � . - I � __ - I , I " - ' . i � : . I � , - I I I :'C> , . - � . , t,��% " . I . , , � , � � " ..' .' ir, ," 4 "_ , I __ __ ' I � ' , 7i, "� , �" � � , - -"'fit' , - I ' � . - , ' , " - " '�: � - : I � " � � , , " I � - I , --" - - I . , -, - . . I � , � - -"f - . I � � I- � ;� , . � - -, , � �' -1 � ' � I � .1 � � 'r - I 1, - , , - , I � " � - , , , I I . , - - - I I . - - " I " I - - , , , � I - , : - - � � . , , , - I -1 . I , - , � . " � �' k� , , - - , I I - , � . . � . - - , I - - � k � , � , - 4 � 1 ' .'� � I V . " . - . . � . � . I - 11 Q F " I I ' � � ' � ' "� - .. - I., . P � -11 . . . I. . I - - � - " ' - I , _e I I -o, - - .�� _ " - '� -, v, " 1� I � � I - ' -, I - , " -'�� , ", , '� , I : , •I � I I � .�" - '�:�' � , - " - , * -1 ' I I I �"%l lj"'-�k-' � " . '�" I , 1 . � . , - I - , � , , , � - I I - _'� � -1 % I f - � ' I , _; ' .t . � � , - � I �` 1� � � , , I I " "y.' � � I - " , - ... - , - 1-1 - -1 " .4 t �' -�' -,-- � ' �; �1� - I _' " '. " I 9 - - 11 - - . '�'_ 1� ,,, 1� , " � _'� � ' , , I I � - , - - .' 11 I - 11 ' I � � � , , . I * I. � - � _-4" " , I . 1, " ? ' -'- ' �'i _ - � ' - � '. � � I , q �� I , ' . -k 1, I I � _ -, I , ' - I . I- , - " - . , , � ' . , , , , ' ." - � ) � +' , .1 .1 ' , 6� -.,-, 4� 4 �"' '� I ' I . - ' I ,' - -, -'.". I � , . , , '- I ^ - '� , . -. .- 1� - � ' , , I I I , . , I I - ° " .S - . �� , I � I � . -.' I - , � � , . • I " . I . � , " " 1, , -, �' -, - " � - , ' , � ' � , : , � 1 7 " I , '� .x " �' , , � "� :'. , , �� , , - " - , , � " i '� . . - - I -- ' :'�_ --: • ' � �' , -" , , . - 1. . � 1, _" I � .1 - .1 , , ,:� '� . ". - , � , I � . I'- I � � �f , , , I � .' �-�� t, , 1, � - :-, � '�'�' , '_� , , " ". - . '�� "' 4� " - q 4y - , I I , - � . �� . ,,, t'.. -, � � �' '- I I � - - -1 -�� " - - I , , ' I - ,.I -, , � - - . - , .v , �Z' , �' - - - '- I I I ". I � I I , I I � '�t � � "'. -, ♦ u I '� _� ' - . �. , - , , -, � , � I , I - � ��_ " 4 '.- ,,, � " , . - � �' I I I I . , , - ' 1 " � , . -,- I I - I . , ", , . . , --., - �- � ,,, z� - ,� � .' ' 41 "J� , "', �' - , , � I � I �� '4 � . . � I I ' -r -- -1-9- - � - � , -- Dx " " � . - v , � �� 0 . � � - '_ I - � I � � ," ��' �'�� I I I -, '�� I '� " , , , . � � � �_ ", I . " - , Q, % � - * �L' •I 119 * _ . _ •.,r , , � � , , - , , , � -"' I - _ , -"__ -"'.' " _. . - I I �' I 1 � '- '. , 114, Q4vll* 1 , , 1 , " t' '� I " , " , , . � I � r- , , , � �. I I I - , I , ? -, -_ 11%, ' ..� ' ' , j , ; � -'. ,- %, . , ��' I I " ' ' ___* � _ - " � � I It � S, -,,- � . , , � 4'. -, �' . , z + , � � , ! I . " - - �. 17 �' - 1� I . I 1� .. , � - - I � * 1� � - - - __'O' , 11 I , " " _Z� �' , - - , , 1� . , , 11 '� , - ' � • 11 � � L I V , .'� I � . * -, , . I - � '-'_ ". 1� - " � '_ t - 11 - , � -' - . �'j - � 'I, • -� I � ' , - -'� - � , - � � , , , - , , , , � I - ��"' � , I � , -. - . �' - -k- , � __'� I , , � . I I � � - . - '. " : , , � � " �' " � , x . I I _� -..r - - %, , . .' - � � .� I_lk - " ` � , , -; ; �'- , I , - • ,- " : , - - I " � � - --,. " ' - -" �� - . :i "_ * - -, , , � � , � - , :� I - ' ' ' � t� � ' � . , -1 - - - , , 1'1'- � � . ': ,- -- -" - , , , - . I " : '- -�' �' -, .' - , -. , �:� "_,', , � �v , I , - , I I . " , _� I I , ", , k � , '_ 1, .. . ''•'s - . �- " " ' , -- -- ' -�� -- - , .. � - . � .' � ' � I � I __ . . �'- , I I I . �' . . � - , - I I "� , , " _) � ' " , �.'� , , - � I � 1. ' � -- ' , . , -� - - r� � " , � . I I , � �' � . ""� • � 1-1 I - � I I �' , t� , � � -'t , '� -T I ' - I - I - . I �' . I , . " - , � - - - - - , � I . - � , � � - I .. I -, - � � - _' -I-, , �' �A I I " • I - " I . , , � " I � , . 1, 'Z ' I � I '. ,� -� , I 11 , -'� , - �V '-_. -\��-- - I , � � � . "I � . � . I I- '�$'� - I - - - - � �' I � � - -- - . ' , - � ' '4� � , � I , I -1 1, , , , � I "', , I � ', "; ,'- , I - " . '� ' I I. - - - I I � - '� 1� • - � • 4-is - 4 '�'�' �'-�� t � , "� I . - , 7 � ', I , _� , . .' ) , � � - � ,I , I " , , I �' � '!( 'A� , I I, - - - - , '6i. - -G:. I , - , I - ' , , , - I I -'r 4� _" �, I I , � � " ,' 1: I � * - � - . . I �'� - _yam - �' -%n'�" �z : � , I i � I � - If . I - - , I 1 4- - � , - I I , ,I � - `Z, I �Z� I . '�� :'�_ " , - "� � "'� -�" � � " - � �!� r � _ , "I � � , � , , � �t�l I 'e- - I � , , I , - - . , - * * ` ' , � " I I - 'f �_ I � � " I - � � ' j� , .� I , - - I I " "� I � I , ".";" , , - '� • , . , _4 - ' -- '. -"-'.z'�l_ "�_' ' - -1 ' , " - ", If , I '_ I ,% r, " . - , , " - , . � , I �" - I ";� " I - . 'r , , , , , , , i - � , , I I - - * I I , . . " - - -, - I - . - , ,. � . P - �� - , � -,- - ?� -" , � � , - � I � I � I - - � , '- I . - j" � - "'S =_'- ______ - - I - I I ��' I , - I .t"� . - � �' I " - I '' - " , ; , , � - I "I.. r! � , I , - ' � � • - , � . I . I I I "� ' ; ,- " - .N'V4- I ' - . : � �.f' " c ' r " . I �' , - , � " 4", _'� I I , .!� , _�' I - QW.-mi , , . � 1. I � ' , , " , , 1- I I !WWR . _'. - " ! I � � " '- � . - , ; _. I , � Nl � . - " - , I, I -, -, , . , , ' �' * . - �' , : , - ' ' - -, , � . - , , , . � e -'-�' , -, ' I - - �4 9 , , . I - _' " , � . t , - , , - 'j -"* - *- , ' , '�' _' " � J -- 1� 1 4� " � � . - �" '� ', : 'e ' � , " f � - - I I �'e ""N,- _ ; - - , , .' I ,. , . - - � , " � � - � q . I , I- - Q-15 � ". � ..... , "? I � '. - I , . , , , � - �' - " ' � ", z - �' - - � - I -- -e I I , I ,. -1 - . �'_ , _. I - , , �_14� - 1. , I � I I I , I " I . I I , I I � , , -.,,,, '� . � '�' �(A' ' � "s".5_4. "z � - . : - , , , t�� I I , - , - � . e_i � � - � - -- ��: - , - - � - - - I I . � I - , -- , , '�� '; . '. � - 'Nl��- � � � - '� , f, " � � , , '�� , I - I I , 't - '� '� , , �_ '7'- , , _�� " , I - , I . - ' I I I - . I I � • � -�- 'K , ' 11 : z'- �' :'� , , I", , � , ` -, 'j ' ' '�- I - 11 . le I - . , �. � � -' � , " , - - __j , , , , . ' - I , , � I , - � - . . ' - - � , _� , , � I - - 4z_4i_ j , , � i I I -�_ _'� 11 I ; t " ' I - .'�� Z' �_ ,- -' �" 11, , t , • P" �"' " " -- ,,- -" .' I .' _� -1 "'� I I I I � ,3e3 , � , . ,,- , �' . - I � I � - � -, - , � . ' I -, . I . - . ' � I., j -, � .. 1. t - - t , f'. A . - - - - 1. . I . I I - , , � , � � - I � � I . - " � - - I :r, , . I I I ' ' f- _N_� . , - - - " -* � " - - , . � . .: - -_.� - -, , , _" , , -1 I " _- .' - 4f"V° I �' I - -1 � � , , , � -��_ __ � - I " 'Ire � I '- � :' - . , . � - . ' , . %4- ,- -, � �-� , -- I - . _ � � . I N -, , I I - .� - � 1� I -, - I � . , , , � I % - � � I I _'�" I 1, 1, ' ' . - � , - , � - , , "I I � - - ' . , � ". , - � - - " - - , , - , - � I � , : " � .-J� -'� - - " 4 �_ , ;� .' , � , 1� . � - . f - , � , . . , � - I I ' � ' - 1. . I � -, ,,, , � , - - � 1, 1� . � � I I � . I ", " . � � , , I I " ' *' -, , I � I . . ' - - - , - "';�6 " � . vt -, I- � � �� - .- I � I �'� - I - 4�- 1 - - � . I.- , � I . , - - 4 -": , , � I I 11 . � , - �'-' - k " - - 11 - - I- 1. - - I - I - I , - - . . � � ., , � . - . � , . . _. .' � - - -- -- - I I I ' �11� , . . � I I I �� , , , , , , , , , .- " , I � 11, I - � I I I .' I , , , , , , , � � � - : , -- I � - , -11 , . � I , � - '3 - - � , - - , Z" � - " - - - I I , . � " , , �' I I I I - _. • I t' " ' . - - - - f, - - �' I -r'_ft� _� -, ( , - , � __""' • , , I - - I _ 7 1 rT � 4 � '111� I , ' , , 4.1 I I , I .1 , - - -, - ' � �' - - 't , _ . I . , � � I - I - - - �p C�lll . , , ��---' '- , " " , - - ". � _�`� I - - --s"4cp' , - - � i , I � V�l - - ' ' * � I I - - . � I I - - - � I - , - - . � . . J� "� , � , , �J - - t_G��' ' /j, , -, ' , ' , . � , , - . _ 1, � 0 , , , • - � I . "'_z.,.. . I 1� I 11 - I 1� * * -� . , , � � - '- ' -: - - , ' , . , I •, , � , L�' - , , ��_' . - -1 - . � �" , 1: , � , "_ - - � - , �� 'ze%' , -- - , I I , - �' 4�'N�_ t, � (- ) 1� r .1. �' 'D .4 q , - 1 , *' , � - 'j , I I - I I � - �' - I , - '4N� 1 � , - " ' '�' � I -1 I I , - " - - I 1, 11 I I I . I , I � - " , .. - - - ' I " � - M LL -j -- � '-, _' Z-1 ��L I I , - , , � , I I � I _ - - - � -, ,_ _� - __K j � - A , . , ,_.s , I _� �" k , I 1�1 - - - I � �. . I I .: . , , , , I - I - " -1 I 1 , , • � - ; - ' - - �. . I , '' - - . -_ -, � I � 'I 11 � 1 5" I .- - I � " - � -- , -" -, �' � , t , _:� -, * - � . � , - - , - I , - . , , - , 1� � -- - , : ". - % ' - :' ,_ � : , - , , � I - I - .. - � I . ,I I � -, , �L � ' ! - 1, - - , . . - . , I" - 1� '. . ' ' ' I I " I . � ' ' � � I . � " " � - �> -_ - I I I I - I � I ' -* * I � . � I � ' "' ' r- " N""ps I ' I I I '* - , � - , � . , ." - I , - � , - • i ' . , _ . ,_, , , I I 7T;, �' . I I 1� ��' ,,,,. � 41, . � ' , � .'e' , I I i '-�'- " I I � � '� , . . I .. - I , - ' ' r � I - , �_' . � I , � �' � . - , . � I - '. -, -, I . I • '. � I � � I � - � .' , - --.:..-; , I .' ' , � I 1� , - - '�' - - � � - - , * " , , , I I - - � I I I I " - -- � - -, - I q� 1, " -E' 1� , I I _. � � , � 4 � , . � � � I :: 1, � , , � " - " , - - " � , � , � -1 �' e ,,, % , , t . . . ' ' - - . � I , . � _ � _ I - , - � . , ' .' , - . , " 'j' " 3; - - I 11 - '� I , '�" , - I " I - , - - , . - - , , , '." - ". ,I, , � "'., , . I " , - � I I I I I I . I _ I --' , -, , .: , � � I ' , - - ", - �:' -, ; I - - f � I , - - �1.1�' - . . - � : - I- , - - - , , .- � � I I., - � - , � I , - � , . � � � I �' I I I I 11 - � I - -, I , - . �' !" I - 1 � -)�,-" , - � I_ � - I - � . I - - ' - . � . �: , I � I 'Y'" ' ' - .: , - I �'_ I F , 1 ,��4' - - - t� � t . _�. � . -, � �. I - - , . %, I �,,3',-`�t�l - - I I,-, I I - I ""..' � I � I -1 I "�_'-' , " . , , - - I . - , , + ^i` -`'f � � I I '� -, �1�� '� 'i � w, " � 1, -�".-:-: _� " - I -31, , - A�� -- I -, 11 , , , � " ' F - �' � I : ' '� , I � 1� �.' I, t - I - - I - I : - - - - - - -1 c ` - -- r`? -,EA �' '\/' A ��_) IL _ i_ , jj 4 — , I . '� - - ."-, I- - -;�: "� , �'-' ' , � "', , I , r - , , , , i� I , - I " " I 1 '2' K , . t" �' I � ' , : �: , r':�' �tr_ --" , - , " ' y-, L_ - - - D - � - ,! , �, Y,:� i ,J� - t �� - , , , - -, � I , - � ' I , I _ , I I � .1 - � " .'", -. - r- _ '%�'�)b"?' � - �'' I � ,L.:), 6 ��ll �' � , , , � - , , , � :� , . � ,i . I - � 1 _� � +', - • .' �. ,�' " : -, - -� t' , � ". "� � 0� ' , I - ' - , " - " �_-\_ , I- - - I . :�_"�"'. , , - . -�, -'\ I , - - - �' , ". , _ . I - I , - - '�� ,-' ,- __ � I , - -, Z.-l- w, ____' - :-, _' I 11 . 11 " - - , _ , - '. - , -I- , 1. - �' .. ' , , � I - �l " . - . ,� . �n - '(" , , ' - , I I I .1. I I � � � , � '-.* . �. . '� � I � , - I � � '_ "I . ; I I - A .. , � " I � 1 -4� � , 1. - , I I � � . , — - �' - , " , -�' I I , , , : ,,, ' - , . 1, � , I � � , � I � 1� '__ , e 6, , � , , I - .-,--- �� - � ': , " .-� - . - e , . - ", =:;? - I - 1� I I I ',- , " '� '- , -"i I � -, � � -- --- , " . - - �.� - V' , -- " � ' � " ' : - I I , I I - , I 11 - , - '��Y� , ' , � . , - - - , ,-; 6 - ' �� - "'�'*i; '� ..' .,.' , " .. � � t�l - ��'. I - I . D_ , OU Rli, -. w:f(��,Tf(( ,,,,- I , z , , , -3,1, __ r.�� - '' � _' - 11�111 , I, -�-� � � - , � .; �_' " - " . �"" •� �' ',',I , I �' I � I �'� � * 1�� I � 1 4- -1 - "� I '.� , � I , - 0 1� 'N"Q 1�4'r , , - � ' � - - � , I " 11 , , , - . , , . , � � la? i p, - z , tF"' 1)" 11 � �. � - � I I D R_ _ �� UN � - - Z' R-" , , �11- '-, , . 1. — .. , � , . ;4 - , L41 ' -, I - , _ .� - I 1, ' , , " ' 1 4 " - , - � - I ' - - I � , .. - �-' - , , -,,-, - � - _ ' I , " - r, � ""' 1, A : , , " . � � , -- -, - -: _ - I .,;" . . I lll_'.�� , I., . � - , , � I � - � - s5s 1 ' m " - I . - '' -, I , �. � - "'&" "; � . r� _:.: . '' - - I - ��t � " I '�� " � , , �\ � .D I- - , �t -i'_-'4'_" '""'�, � ' I I ". ,'� ' * , . ,". . . c 11 �' c _'� I ' ' -, �' , *" I . .' " � 11 . — - �v I . , , , _- -, , '�' , , , , '�17 I I _' � , " - I - - - :-, �' t '.� - , I,, , . :'. . . , , ,,, P, ';�' " * I . � " I I . * - - BUT , . W ____ �_Xlts_ 11t; �._'_s - � , • 'z I ' . , 1, � � ,,,,, � - , I "I , -, , � � , � - -"' , �' I" - ." -�" � , .'. '. , I -:_- . - 1:'. I � -1 . � " , � � - 'il�� mWN , . - - - - .� I "'l"-.'-1 ;�-_ % �� , "_.:_�N ---,- , " �' , �% � , - I I � � - , " ., '�"�" � - . , • I . - I �4 - - -T''� I __ I . , I Q � I 11 F. - -1 I — , . "� I "�' �� " ' -"- , � . - 1, � -, _!�� - - * , , - � - .' � , I 9,11' � I , I . . . , " �.' ' I � " 1, . , � I -. - - �� I i4 W_ � � , - � I � , _",_ ,,,, '� I',- ,,, I 1, � . " -'� � 4'"' - 4" - ".' - " - - �l , 1, '� : _ �' �,' �" -, 5 - �'_ `�' - - - �' — ' I � . . I - ' - -;"�'-' -'�"' -'. , , ' _ '' � �' - , �';-- .'4"� -"':�! - -� --, Z - , . , , � ' � _ , I - , , " - I � I - � I I , - 'G - ;__ _2161- , " , , - - , � , , - - '. .' '.%: , -1, '�'_ � , ��_ " � , I , __ �' -" '-, �'."` - , . - � ', . , , u - m�*tr . ,-- - -.. _." 1, I -, � . I � �. I . I I , , � � � ; , ", - -I-, - - , , - �"� -�': -"-"'�'- - I � I , , I ' . k - I "tt , � �,' s � � I - I , , ' , I I I � I - - --, - , -:� _ � I p . �' , . � I , � � ':�_: , � � , - , - .: .� 'i I i � . - I - 1, , - , -1 - - , , � . I 11 j, .. -, ' '- I �' , I •� , - - I - , � A � I .. � I - - . I . . - - I �t " . 1. , - . �' -1 - - 1� � � � , I . I I � � . , '�' .' �. ; I � Q I I I , * , - ' " - - - " �� ' Z - � - . , , , i'�' � I , 9, - . , , . , - - , � , - z - , - ;� , , . I (0) . i . , , , , � -4, . �_' -1 - ' I I � - - ' --� -_ �� - � , I - I : ' :'� ' I I " � I " I I - - - , , ' '� '�_ � - , �' !;�x , , - , - - - . _ r . , � �' �' � � "? � � I - ° - - PD$ - . '- �: I - "'_ - , , , ". � --A, �.'_ il%, . " , , , . - . 1, 40- _'�_ _1 I - � � , '� , ' bYfW'':v0um '-tmq s' 0m?*ls"- -990,cosit'-Y, " - , I.' - " AV4 � i 'qvw , "�' A " � _� � - .1 .' -, , - • __'%�'N"' ' - '' '. I . "' , I _.' - _! , � - • � , . � � I ,j�: I - , . - - " � �'F �- , I � I , " � ' -, , -, -- -1 - , � - I �- Z , � " - , - - . - .f- I I - , 1. � �'� . , . .� � • �' , - " - � - I . - ' : - - - , ' ' : ' I I - - � . � _. , - �' ,,, e " " , 'W � , , I I . . '�� ' , , j '- , '- , , - � � - '; ', � � , �( " I_ - " i , , t� 11 - � , ___' J2 - " � , - � " "I � I � � - - - , , � , "'-� - ' ' - �. - '. ' , c - - - , , I , I , I - - , 'r I " '_' � '�o - 1 - � I .�' - �. - " I � ..: . -1 � 1� . I �. - I - - * - -, - ' , ; ' _+ , , - '_ � ." ';"� �' - � , " , - , , , .' , . I �zl� , .- - � - - ` - , � 11 , ! - � -" : . , ' , " �" � I - , r, , �� ' - . - -- - � ,. , _� � I , � . I �' ,4-, - /"\ _1 ;';gzl� " � I l --� (C;k � : - - _�' - � �' , I '� , . I I I 11 I > "- ". , , 1. q�' I I I � I � '11, L , , . - � . . " L - ' ' 2 - - � - - , . " , - - I . I - I " c ." " I � I I .� � I � '. I , , - -, " � -' - . . % - ' " , ' "t �') I "" ' , .. . � � I -1 ,' - - -� ' - I . � - - ' '� , " . I W: , - '� '? , :' - , - , � . � ; - . I - d , - A T'l ' N , , - I I , ' f I, I-P &'$ `�� I �'- , r 'I . - t - 1 __ I FrRK17 .7d , , , p CoR 0 � � , ' I , � � � I � I I I ' - -,- ,,-'--,,, i -, - - � � - I - - I "'� � I I I ", 4 �" I , - " - , � , - � �.-,u � 11 � ' -!_' �� ' �-'- I - - " I A , - 1, - � It ' "' , �' : " I � I t I - � - I � I " . � " I - � � f -�k� - ,,, � ,, _-,,-. -- � ' ] ' I 'mL ' _ ,. ' , � "',_ �' I =lr M�1*-__--' "�, �'-xiO!' V ( � V' - I 1 . � -- - --, , ."4 I I . ', - ' ' , �" � ' �' NN I - I . . ' �"'- 1 l, � I I _� , I - � - __7� & - - "', - — - 4-: " — �i ll�'; . - A!- �- _ � , _" � -, ; - 'i , De - , ', . � ': � , � I' 1'1!'��. -, '-._� '� , , "_' - " � � -.1 - � ��_ - ,,, . I feu . - - zrl ; 't I'll., - 11 -W " - ' , - i 4._ 1-: � "' - -'�i !� ' -, --' 1� �' �' ' ' ', I I%' - ^ ' % _ _. . � � " ", - "I ._z � , , � - " - , I �_ - " - I � 1 __ . AL� _ �_ , � _ r ' - � , - - �' - , , , _—, , , ' - — � -- - - , , - ♦ . .1 1- - " , . _-, I ' , � I - iii - f .'" . , -2.Wj W � _ " " __l '' . , , . I "I _t . � '� , - _4:�� - 4, � � , � t' iiii�7 t , , � � . '�� , , � , . � ", ,,, * �" ' � I 'm " , - I . • , , - - - - I " . � �' �:"' 4. *'" - �- ';' '. ,-,- , � -': ,,, _ , , , I - I - ; - . -i ''� , � ' , ,... , , - I � � ' 1� '—, - '2". 2 - - I - 11 L . '_'' _� "' - '___ - � _ '� - I -, � , - , � � � � I ' . '� , Il "� "I - - - I '-, '��" -' � I � ��:_ -"�,-- ""-''-�% � , ", " '. ", i �' , '�'� - I , - - , - - - --�' - . , I I " . I �%' - � , ' , � . I ''_l� '�'�-, � - - ,' . , , . - Z � MAR OTE C Hq LLO ' NOTES � ' ' ' ' ' _ ' " " - - __ - I ' - ' ' ' I - � I , ' ' * - �- -11 I - ' ' " ' ' - ' ' ' ' � - I __ � - � I - - - � I i ' -, * ' ' ' ' ' ' * ' " ' ' ' ' ' ' ' ' -, ' ' - '_ " * ' ' ' ' - ' ' ' - ' * I I I - - I I- - � � ' ' " ?� � ' - I �_ - - I ' � ' ' ' '_ ' ' - - ' � - r :;-- ' ' ' .i- - I - - I I _�' - 11 �z - , I __ I 1 I - . - I I - I .- _ I " "_� �.111__' - C _� - - " - ___ - -- __ ` Z, 11 - -, I � __ I " _ _'l , ` - - - - I � I 1.1 - l-` _ I ` I ` - _ - - " - -1 __' � I . � - -_ I - t � I - - - ` _ � � - - � , - � - � - "' � ', _ � - , - � , ".. M FM N EO LL MAO NTENAN C E DREDSOE3 DEPTHS ARE REFERENCED To LOCAL MEAN Low WATER (MLW) AS DEFINED BY USAGE I 08 CIRCLE DRIVE MEW HANOVER COuNTY, NORTH CAROLINA BEAUFORT DATUM. " , - , ,-_'. HAMPSTEAD, NC 22443 HORIZONTAL DATUM- NC STATE PLANE NAD83 & VERTICAL DATUM MLW - BFT DATUM b r-p E3FFir_E: 91 0.270.4135E3 , PROJEcT LAYOUT/FlRo POSED TEMPLATE AERIAL PHOTOGRAPHY FROM NEW HANOVER COUNTY (2006) FIELD: 9 1 0.279.77 1 0 - - *COASTAL WETLANDS, NHW, AND NLW DIGITIZED FROM AERIAL PHOTOGRAPHY [a Lbm FAX: 9 1 0.270.40SE3 SURVEY DATE DRAWING DATE DRAWING NAME HORIZONTAL DATUM I VERTICAL DATUM SCALE SHEET DmNam &It= for 0 — 1 2 1 6/15/2012 1 McNEILL DWG NAD 83 1 MLW - BFT I ill = 50' 1 1 OF 5 ` , I I � � " , , � , , . ." � , � - 11 A � � " , � - . �'- �p - "I " � , I , _� � - - - � � . -, , . - - � ::'4'F� ",, " -, ""�" , , - �' ' . , �' "!�' ." �� . I - � , , v I � � "I " ", ' � , I � � - ' t , �' � . � '�"' ""�' � � �� lt� - '. 4�_ - , 14 � I , . , . I 1, , . / � - � I '4 , , � " � , I ` � , _ -, - -, -_ I I , � -, - , _ J I I � "� " - I ' , , , - : i - � , , , , � _':' '. I ' � " .-�A: , J� ", .< , � � t . I , _' , ' , �' Z!, : . , ". , �z , . , , . I I, 9. , . , ' , 7 � . . , I I - � '� ." . I r � I I I . f , � , , . , , , , I ' ' '.'� I i - v AS ��- pu?�� - - S, PO" Et��-- I - - . ' . * - --- � , ' I - , - I '_ � � " I - I - I I � , - - I - I NOTES t." FiNA 6 M A ROT ERM H, LLC MON EO LL MAO NTEN AN C E DR FDES ON CS DEPTHS ARE REFERENCED To LOCAL MEAN Low WATER (MLW) AS DEFINED By USACE I I f,_ I 08 CIRCLE: DRIVE NEW HANE3VEF;Z Cr3UNTY, NORTH CARDLINA BEAUFORT DATUM. � -' * " - HORIZONTAL DATUM NC STATE PLANE NAD83 & VERTICAL DATUM' MLW - BFT DATUM fi� PROJECT LAYOUT/PROPOSEE3 TEMPLATE AERIAL PHOTOGRAPHY FROM NEw HANOVER COUNTY (2006) F\ 1-1 rp OFFICE: 9 1 0.270.405a --- — *COASTAL WETLANDS, NHW. AND NLW DIGITIZED FROM AERIAL PHOTOGRAPHY Aa wm FIE:LD: 910.279.771 0 SURVEY DATE DRAWING DATE DRAWING NAME HORIMNTAI DATTM7 VERTICAL DATUM SCALE 0. i SHEET APPROXIMIAT=_ Loc4710N, OF MARS.-i FRINGE APPROXIMATE LOCATION OF MARSH FRINGE CHANNEL TEMPLATE PROFILE A-A' 0 0 3 3 SCALE - 3'VEU 1. 5 HORI A 30, 15' 0, 15' 30, 6 A CHANNEL CENTERLINE APPRoxiv4T=_ Loc�N 10,N OF MARS-- FRINGE CHANNEL TEMPLATE APPROXIMATE LOCATION OF MARSH. FRINGE PROFILE 13-13 0 0 :3 3" LU A 18 SCALE - 3' VERT 5 Hmi B 30, 15' 0. 15' 30, B 6 CHANNEL CE�4iERLINE IN E L ;TE M PROFILE' C-C' CHANNEL TEMPLATE 0 :A14 J::r:—H 0 R E C E I V E D- a_ 18 J :3 G5'HoRi SCALE 3'VEM 30, f5' 01 15' 30, c CHANNEL CENTERLINE MARITECH9 LLC MCNEILL MAINTENANCE DREDGING NOTES 1 08 CIRCLE DRivE NEw HAr-40VER Cr3ur-4TY, N[3RTHI CAROLir-4A DEPTHS ARE REFERENCED To LOCAL MEAN Low WATER (MLW) AS DEFINED BY LISACE HAMPSTEAL), NC ZE3443 BEAUFORT DATUM. HORIZONTAL DATUM NC STATE PLANE NAD83 & VERTICAL DATUM MLW - BFT DATUM — m Ai& OFFICE: 9 1 0.270.4058 FIELD: 91[3.279.7710 CH IMP-OSS-SECTioNs AERIAL PHOTOGRAPHY FROM NEw HANOVER COUNTY (2006) *COASTAL WETLANDS, NHW, AND NLW DIGITIZED FROM AERIAL PHOTOGRAPHY SURVEY DATE DRAWING DATE- DRAWING NAME HORIZONTAL DATUM VERTICAL DATUM SCALE FAX: 9 1 0.2 7 0.4 0 5 E3 SHEET lamll III gnimnu In r a 1 2011 6/15/2012 NEILL.DW MC G _NAD_8 MLW - BFT 1. NVERT I. THom .3 OF 5 5 �O +7 ,OOZ 28 CIVN 9MCI ZIOZ /SI /9 IIOZ MWM03J14 q 31V�$ Wn1VQ 1VJ112J3n Wf11VQ lV1NOZ12JOH 3WVIN 9NIMtl2JQ 31VQ 9NIMV6(1 31VQ A3A?JnS 85 Db'D L'Z'D L 6 �X`o',j LJU� nn�j/�jj 133H$ ICU I U ILI/fE�wJI D L GG'6GZ'D L 6 :a 13�j (90OZ) A1Nn0� 2l3AONVH WIN W021d AHdVL10010Hd �V1213tj BSDb'DGZ'D l 6 :301-4-40 wnivQ 138 - M-jW Wn1VQ -d01183n 12 MWN ANV'1 31V1S � wn1VQ TVAIOZ180 3-,"' I S -1-VS ®CA S O® �3-1 N 0 ®?� ® B N 0 S V W S 3 H M V 3 N O H S Wn1VQ 1a03nv38d �(i 1 - H i eVvBZ CIN 'Od31S-IWVH A:)vsn A8 03NId30 SV (M1W) N31VM MOB NV3W 1V001 01 Q30N38:lJ;)! :2NV SH r�VNI- i�TlV� H121DN .11Nr10� LI3/�DNV�- { -{%M3N —{ `� ��{ ED N o� lvl a 3 M N V N 3� N 5 V 11 U 0 79 Il V O 3/�IZIQ 31�ZI1� 8D L S310N '�( \E, .''a �✓��5�1i��, y11�J`"� `oyn °, '.. b "g `r� °+«nc d,>°. ,n ,a F "ter • ° c, n�;r ,'y.a•t +;• f ` v ° "`� K.- a.`i�",° 'sr`,.�y ,1� 'a,'" ,!° , r 'a• �,h,,+":t,'� <,<'i »; :asv+ - ., �Q' �q'xr °� ,� s ° `:Ii•�� i3 °yi +; .3 `" "6_ :. ? 6d��,y n.. , 'N'- -' §.. -e. �,< ,. tr�,,:� >i'2", •_ �;-ur %° *:.�T..,�a° o`'�;� ° , v6. °s r ,z+'t'i° 'a`., �p.,� �� ;i.� .M�;3 °� ?�" • �•� °'3'� " ° °' >`t oF: " a = ''�°. K. `a'` ��.ti�`° '�N- �'..r,% 5 !'' - - ° - > °d ,1`t '. elf, ..S °R . ;fr ;�'o <,E•.+�,qa pt . „r tivz ° ° �° .a,.° °", ..' f A- 03, ' ' +30�. °�'.� ��+A _ F, t ° < <. 'a• ee - r3, ��v, e -i.'`: '' + 9 :,'`;,'..'.rw °a .'ry,.,_.- _ _ ,'°•�` �+1,'. x ,v�, �>> '' , < o. ' ^ak �'`$>.� ° ,�.�`- •sue. rr > °�t:,,e � � �� '�'�Aa+ °- ,_�'." ' , , A � 4 6�w.a�' "_ r, °1 ' . °.a� � "P;� �,�; °''� °� °ate oQ, . ^° °�° ° - p °c - °8 °- °� °r'r^ ,' 's �' }'ax; "�'.ia` `` �t; <, A - :�,:.� .. ,. �.•Y' - - ?' 'ov -a ° - < PPP q,.., a- �t - ° x-`? Tao, ,at e g^a• �•_v, " fl'r' " - ".c,''i� .ri r�,;, , , i � , e ° " _ '' � �' ° ' ' ��" `,Y�'- �r,�'•ga ,� . `.E'ilj, � c,. ^ t ., �'�. ,d'� -- �..,4 . �, f ' i >� .. `'�1,,, _ 3 , �y' � I• yY ,' 6 - ° ° �r4,t�,',c,. °�4p°+J „ nub `_�:�" g , ��'�°, " - a e �� - ;r1 �l Qyw„ m P }a a :v �".s •+,`',q > .° , ° a. . _ e ¢. o o..> �, 3'.iz 'S < M1^ .#�*, �~ x'i�`�.,,* .. ° . °� . ° v' Fk` *-��.t '..,*.°y Fe° v� _ ,Y Y . " ., 'yrt� P � 'MSC. „ `Y •'l R I a� ° M •f= m� `4 ° ,t.� ,�a'� .� ��° ,,, 8° �``•��' "3 °y?� .`� ,:°:rir" �� "n °�s'E K,,�4� ° ° < ° - p, � t ✓ 'o�sc�� „� s „ti. " �1^ ht- ` a•`,+ �>•'� , '� ` t ' ptia 'a m.' _�j�yv�,g P• -a °a� ° f��a��. c, " °� , - `r� ?'7� < " t. °� •- ''p�„i�# E<,.o `� -i? �- o ° Y`W t,i� ,� A'�`� �J^�€'f.� yP �� dd � ° '�� °. -� ?. °r •., °<o.zie ,�,, ,'.�y' <t, . ° " . ° °te , � ° ° � .,F #,�'�� ° j4 S,, ,t, b 'vt';ye, ��,° �:.,.1, ° ,�`�tl,;•;�.x,�_'^u�''�'li;' °{�.f� 0 '-� , " ' e �'° *� �" ° r , " ° < ° ' ., s� 'q. ' , vM 3 "a " ' r s% Y.t ., x` y � d `% ,7 9'2 'IN '1 4 AvOl q:' .a , " > ° a —4 ° , .�y�aa� ➢Fy+., �, .a" , h :tx° ��i , ...°>;..`'"+„ z, "` .y " `a a.r"7E- �'ESt -.S`°' w .v ^f-an,'':*ty'w : e y *yf _", _ .r y I • ,y t t p �, . a - .9. °2{ "�< .+F °_!' a. � sq= `a, , ^�.> .a_; �S� _ _ �F. "_ <�« �° ,{ r ,/y' �) .'t; _ •�_ Y71, k C�ii _ c��t}'ra�p,[ "y"y �, °4 r�r. $° _ .,y 'y5t. i,-3° f +•s' ,,.. ;. ,, k'4r', ♦ " -^i•• Qo �3sa�df °' ;�k, ; ,i °vir4`.e o8 �' :L �G ® `i, �i�4 ° - ° n .,°A1.s' ° °v.° ni „" ° >�ro c, � °P " , y,- .,ryo,,, =' Fs�at's't': ';'Ti: a!a„- • - 't , ' 1 J:� "';_ t . �;r $= f r3' r .. - +�..'"a� �' ' y "''i • T' 1',', ', ,. ° _ r�'� ' �� 3+a �'"Y - ^w�'+a'�'•9 'u ..Y t r..° � ';+iJ• 7`'`a �, . { a `• � "x ' �%5ji''i�� 7c� ,� ��' _ . , ° ` � : 7 r _ . o " „fa �e'i�- *a;.,, r3+, - .fF` -1 t .?fw_ P.�+ '-' n� - rR �c-..e, „¢:; tl .eff,..,. �: ... -.,. .s ,.. _..` <�• . -. ..- c.° .iss, ...~✓x `_' -.... Y r : a', -... ., mx,ti „' "-�.. •.a,...h,1:�� °. _ _a A-«'.: : -`$r' °� '�t'.,'.`, `a' s •;•' �4a'.V *`; Y' ✓.' -jam 5Y" J D' '�'° '� ,o ° n ''r�'��' n- '3.'_°'�a#��s•'�''`0.'�,iT ”, �'�`'� K >yr ' °S-v+<<ic,m, b °' ' II, I% V6 ' PS At 6 � t �z,` F�-T,i�` <, "•�' `;��' • w,,I �+.�.t ,+' <. 'i vY �••3f�ia �'7�- ° ° ,° �q4; e +',^l'F;�r :q'4•sP�sr; `-., .y "c- a'''+i'r'i': '' Al ;'P: w 'J •, -y�t;i w�' :. y�. t ° ".y, i.Y" F +, Y 3 r . _ - t s t si �7: fr t"'`'� ��.+' tsti �*•, +„� r `., ttii „� +- !``-;e '.� i - : ^�.,� r"_ y. •`;•` �.. < `' , '�A�': � � �.,� _ '^,_ • %��n -,w �+��,'_ %'',.,;� =,gib , ° � ° ' "•y Zr t � •- 'r•r, ".e? � -, aL�� :,,ry 5.a 1�.- `ia�4,irr " o£.r,3'.r �3 ^ ,,f 4 ° a .hfv, {T Ji,'.•s,� =% ..'',.2.'s -`'' "i.;e " f er =z: ^� r'` -t eta; 'qq > _ `. ,,M. - _ ,i'- f.^r "!. x� <i- .yy� =� - =':� s'.' ',�Y. "'� 'P^,•:f?.%�� ' ydc 9 ¢.. ° `"°rp°,`= a 4r; s,,,s:.� % +~' +• N x'; - 'i ° ° ..s" §ro �°, Zr N. zr 5y x - � � `a� , u :-+ f5'"•'- �",�- s:d;�j.to'�� f,..(X �t � o _ � ., ° , �, ° ° °° ° - ° `