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HomeMy WebLinkAbout20050111 Ver 1_Complete File_20050121 ~ o~ V'J A IE:/y o~~c.. (;j "P ~ 1JLlJQ).. ^=-'~} ~ o . " \~ Michael F. Easley, Govemor William G. Ross Jr,. Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division ofWatcr Quality March 28, 2005 Mr. A.P. Kimos United States Coast Guard Civil Engineering Unit 1240 East Ninth Street, Room 2179 Cleveland, Ohio, 44199-2060 Re: US Coast Guard Support Center, Elizabeth City, NC Pasquotank County DWQ #05-0111; USACE Action 10. No. 200510094 APPROVAL of 401 Water Quality Certification Dear Mr. Kimos: Attached hereto is a copy of Certification No. 3507 issued to Mr. A.P. Kimos of the United States Coast Guard, dated March 28, 2005. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Solid Waste, Sediment and Erosion Control, Stormwater, Dam Safety, Non-discharge and Water Supply Watershed regulations. If we can be of further assistance, do not hesitate to contact us. Sincerely, ~.~ r Alan W. Klimek, P.E. A WK/cbk Attachments: Certificate of Completion cc: U.S. Army Corps of Engineers, Washington Regulatory Field Office Wilmington District, USACOE Doug Huggett, DCM, Morehead City Tom Steffens, DWQ, Washington Regional Office DLR Washington Regional Office File Copy Central Files Tom Langley, 309 Lynnhaven Parkway, Virginia Beach, VA, 23452 Filename: 050111 USCG(pasquotank)401 N.lS'illicarolina /Vntllrnlly 401 Wetlands Certification Unit 1650 Mail Service Center, Ralei]h, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250. Raleigh, North Carolina 27604 Phone: 919.733.1786/ FAA 919.733-B893/lntemet htto://h20.enr.state,nc,us/ncwetlands An Equal Opportunity/Affirmative Action Employer - 50% Recycledl1 0% Post Consumer Paper ,. US Coast Guard Page 2 of 4 March 28, 2005 NORTH CAROLINA 401 WATER QUALITY CERTIFICATION TillS CERTIFICATION is issued in cOI:lformity with the requirements of Section 401 Public Laws 92- 500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500 to Mr. A.P. Kimos of the United States Coast Guard, to install 3,200 linear feet of riprap, remove 800 cubic yards of existing riprap, demolish two existing seaplane ramps, replace two existing riprap jetties, replace an existing boat ramp and construct teturn walls at the end of an existing bulkhead within the navigable waters of the Pasquotank River at the US Coast Guard Support Center in Elizabeth City, pursuant to an application filed on the 15th day of December of2004, and in additional correspondence received February 23, 2005. The application and supporting documentation provides adequate assurance that the proposed work will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 ofPL 92-500 and PL 95-217 if conducted in accordance with the application, the supporting documentation, and conditions hereinafter set forth. This approval is only valid for the purpose and design submitted in the application materials and as described in the Public Notice. If the project is changed, prior to notification a new application for a new Certification is required. If the property is sold, the new owner must be given a copy of the Certification and approvalletter and is thereby responsible for complying with all conditions of this Certification. Any new owner must notify the Division and request the Certification be issued in their name. Should wetland or stream fill be requested in the future, additional compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). If any plan revisions from the approved site plan result in a change in stream or wetland impact or an increase in impervious surfaces, the DWQ shall be notified in writing and a new application for 401 Certification may be required. For this approval to be valid, compliance with the conditions listed below is required. Conditions of Certification: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: 404 W etlands/W aters Plan Location or Reference Public Notice Sediment and Erosion Control: 2. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control .. US Coast Guard Page 3 of4 March 28, 2005 Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. 3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the 404/40 1 Permit Application. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur; 4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project; Continuing Compliance: 5. Mr. A.P. Kimos and the United States Coast Guard, shall c'onduct construction activities in a manner consistent with State water quality standards (including anY'requirements resulting from compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of State law and federal law. If the Division determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated, or that further conditions are necessary to assure compliance, the Division may reevaluate and modify this Certification to include conditions appropriate to assure compliance with such standards and requirements in accordance with 15A NCAC 2H.0507(d). Before modifying the Certification, the Division shall notify Mr. A.P. Kimos and/or the United States Coast Guard, and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 2H.0503 and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to Mr. A.P. Kimos and/or the United States Coast Guard, in writing, shall be provided to the United States Army Corps of Engineers for reference in any Permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project; Other Conditions: 6. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certificati<?n or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 40 1 /Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. 7. No Sediment and Erosion Control Measures in Wetlands Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources or locally delegated program has released the project. US Coast Guard Page 4 of 4 March 28, 2005 Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 Permit. If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written request within sixty (60) days following receipt of this Certification. This request must be in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. If' modifications are made to an original Certification, you have the right to an adjudicatory hearing on the modifications upon written request within sixty (60) days following receipt of the Certification. Unless such demands are made, this Certification shall be final and binding. This the 28th day of March 2005 DIVISION OF WATER QUALITY ~rx::~i r 3507 AWKlcbk O~~XWATI2I?Oc. (;j '7 -. , %~~~ \~ Michael F. Easley, Govcrnor William G. Ross Jr., Sccretary North Carolina Dcpartmcnt of Environmcnt and Natural Rcsourccs Alan W. Klimck, P,E. Dircctor Division of Water Quality March 28, 2005 Mr. A.P. Kimos United States Coast Guard Civil Engineering Unit 1240 East Ninth Street, Room 2179 Cleveland, Ohio, 44199-2060 Re: US Coast Guard Support Center, Elizabeth City, NC Pasquotank County DWQ #05-0111; USACE Action ill. No. 200510094 APPROVAL of 401 Water Quality Certification Dear Mr. Kimos: Attached hereto is a copy of Certification No. 3507 issued to Mr. A.P. Kimos of the United States Coast Guard, dated March 28, 2005. In addition, you should get any other federal, statc or local pcrmits before you go ahead with your project including (but not limited to) Solid Waste, Sediment and Erosion Control, Stormwater, Dam Safety, Non-discharge and Water Supply Watershed rcgulations. If we can be of furthcr assistance, do not hesitate to contact us. Sincerely, .~~ tAlan W. Klimek, P.E. AWKlcbk Attachments: Certificate of Completion cc: U.S. Anny Corps of Engineers, Washington Regulatory Field Office Wilmington District, USACOE Doug Huggett, DCM, Morehead City Tom Steffens, DWQ, Washington Regional Office DLR Washington Regional Office File Copy Central Files Tom Langley, 309 Lynnhaven Parkway, Virginia Bcach, VA, 23452 Filename: 050111 USCG(Pasquotank)401 N~~CaroJina .Alllllmll!! 401 Wetlands Certification Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786/ Ftv.. 919-733-6893/lntemet http://h2oenr.st8te.ncus/ncwetlands An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper Triage Check List Date: ;// /6'/ Project Name: US C G >' v'['fJcf t' Ct-1I kv - El, z~bdJ.. {.fl -I DWQ#: oT-oil/ County: PH/V.':'';'" JC To: D ARO Kevin Barnett D FRO Ken A veritte D MRO Alan Johnson D RRO Mike Horan From: Lt-,y('f ~" k", '12(I WaRO D WiRO D WSRO Tom Steffens and Kyle Barnes Noelle Lutheran Daryl Lamb Telephone: (919) 71;- - J'I 71 , \ The file attached is being forwarded to ~our for your evaluation. Please call if you need assistance. \ o Stream length impacted · o Stream determination " o Wetland detennination and distance to blue-line surface waters on USFW topo maps o Minimization/avoidance issues o Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman) o Pond fill o Mitigation Ratios o Ditching o Are the stream and or wetland mitigation sites available and viable? [g] Check drawings for accuracy o Is the application consistent with pre-application meetings? o Cumulative impact concern B1 pl.!.J( let'/1ft." f(hcivj{"t'f .-f-' he w.'tth 11.ti((o;f,-,,, C'., fr<),.,-,tr, t ( ~ J 'f /1 . '1 Avt /-";'1',' ?:...f,-'"" fer VI-'] 1<, IH<-c J .tc .) V~/'" "'" ;;!,,,..Ii - Comments: Co...l1" , C<.c .~ 3<i~ ~ '- ,.,..... Triage Check List Date: ;/1 /0)'- Proje6t Name: use G r VPpu( r ((11 itV' - EI {2../.1< fl.. Cdy . DWQ#: O~ -oil' County: PIi.J!t/ot.<YI}(..' To: 0 ARO Kevin Barnett 0 FRO Ken A veritte 0 MRO Alan Johnson 0 RRO Mike Horan From: La ( ('j ~{;tk^ '0 WaRO o WiRO o WSRO Tom Steffens and Kyle Barnes Noelle Lutheran Daryl Lamb Telephone: (919) 7/ ~- - 3 if 71 \ \ The file attached is being forwarded to ~our for your evaluation. Please call if you need assistance. \ o Stream length impacted · o Stream determination \ o Wetland determination and distance to blue-line surface waters on USFW topo maps' o Minimization/avoidance issues o Buffer Rules (Neuse, Tar-Pamlico, Catawba, R:andleman) o Pond fill o Mitigation Ratios o Ditching o Are the stream and or wetland mitigation sites available and viable? fgJ Check drawings for accuracy ~ Is the application consistent with pre-application meetings? o Cumulative impact concern E1 plt~J( It/'Aft", iO'fW .tl-vd J J'l.C: w.,...fr Yldi(C"f,-,,, ,'" f'r::,Jh/1, he IH..,,,,lj ft' ruiu.,,'t "",. Atil",'7 Avth;(') t;",-rilnfcrWl Comments: " 1f!&@&DPf'& JA,N 2 1 If) ll~ '?E^'R 2005 "VINas . 'YAlE: AND sro~ QUAJ./ DEPARTMENT OF THEi~~ Wilmington District, Corps of Engineers Post Office Box 1890 Wilmington, North Carolina 28402-1890 Action ill No. 200510094 December 15, 2004 PUBLIC NOTICE United States Coast Guard (USCG), Attention: Mr. A.P. Kimos, Commander, United States Coast Guard, Civil Engineering Unit, Cleveland, 1240 East Ninth Street, Room 2179, Cleveland, Ohio, 44199-260, has applied for a Department of the Army (DA) permit TO INSTALL 3,200 LINEAR FEET OF RIPRAP, REMOVE 800 CUBIC YARDS OF EXISTING RIPRAP, DEMOLISH TWO EXISTING SEAPLANE RAMPS, REPLACE TWO EXISTING RIPRAP JETTIES, REPLACE AN EXISTING BOAT RAMP AND CONSTRUCT RETURN WALLS AT THE END OF AN EXISTING BULKHEAD within the navigable waters of the Pasquotank River. The proposed project is located on property owned by the USCG, located off N.C. Highway 34, adjacent to the Pasquotank River, in Elizabeth City, Pasquotank County, North Carolina. Mr. Tom Langley, Langley and McDonald, 309 Lynnhaven Parkway, Virginia Beach, Virginia, 23452, is acting as agent for the USCG in the processing of this application. The following description of this project is taken from data provided by the applicant and from observations made during onsite inspections by representatives of the Corps of Engineers. The USCG owns approximately 800 acres on the Pasquotank River adjacent to Highway 34, four miles south of Elizabeth City. The USCG has used the property as an air station since 1940 when it opened as a seaplane base. The property has approximately 7,000 linear feet of shoreline used for various recreational and training purposes. A recreation area is located near the center of the property with a sand beach, pier and two boat ramps with an associated launch pier. There are two concrete seaplane ramps near the western property line and an associated concrete bulkhead all of which are in disrepair. In an attempt to slow erosion from storm events and wind tides, concrete rubble has been placed along a majority of the shoreline over the years. In 2003, Hurricane Isabel caused waters to rise above the existing material and erode the shoreline landward of the riprap. The area landward of the riprap has been impacted by past activities at the facility and is covered in concrete or maintained in a mowed condition. There are three small areas of wetlands in the project area that are vegetated with a mix of high marsh species including Spartina patens, SCirpllS ffi and Baccharis halimifolia. This project may result in temporary impacts to approximately 1,500 square feet (0.03 AC) of these wetlands. In 1993, the 2 USCG obtained a permit from the U.S. Army Corps of Engineers to remove a portion of the concrete riprap and stabilize approximately 4,000 linear feet of shoreline. At this time, the USCG proposes to remove the existing concrete material from the remainder of the shoreline, grade and install riprap material along 3,200 linear feet of shoreline. The proposed riprap would be placed an average of 10 feet waterward of the normal water level. The existing seaplane ramps and concrete bulkhead are to be removed. The applicant also proposes to replace the two existing concrete boat ramps on the property and to add riprap to two existing jetties adjacent to the ramps. The removal of the seaplane ramps would result in the excavation of 4,400 cubic yards of material from the Pasquotank River. The applicant proposes to utilize typical marine construction techniques. Equipment will include trackhoes, bulldozers, dump trucks, and other grading machines. All fill material will be obtained from an approved upland source. The applicant proposes the following conceptual compensatory mitigation for the proposed impacts: Creation of 0.97 acres of wetlands within high ground adjacent to the Pasquotank River. This represents a compensation ratio of 13: 1. Plans showing the work are included with this public notice. The plans and additional information provided by the applicant detailing avoidance and minimization efforts may also be reviewed at the Washington Regulatory Field Office, U. S. Army Corps of Engineers Wilmington District, 107 Union Drive Suite 200, Washington, North Carolina 27889. The applicant has determined that the proposed work is consistent with the North Carolina Coastal Zone Management Plan and has submitted this determination to the North Carolina Division of Coastal Management (NCDCM) for their review and concurrence. This proposal shall be reviewed for the applicability of other actions by North Carolina agencies such as: a. The issuance of a Water Quality Certification under Section 401 of the Clean Water Act by the North Carolina Division of Water Quality (NCDWQ). b. The issuance of a permit to dredge and/or till under North Carolina General Statute 113- 229 by the North Carolina Division of Coastal Management (NCDCM). C. The issuance of a permit under the North Carolina Coastal Area Management Act (CAMA) by the North Carolina Division of Coastal Management (NCDCM) or their delegates. d. The issuance of an easement to fill or otherwise occupy State-owned submerged land under North Carolina General Statute 143-341(4), 146-6, 146-11, and 146-12 by the North Carolina Department of Administration (NCDA) and the North Carolina Council of State. e. The approval of an Erosion and Sedimentation Control Plan by the Land Quality Section, North Carolina Division of Land Resources (NCDLR), pursuant to the State Sedimentation Pollution Control Act of 1973 (NC G.S. 113 A-50-66). 3 The requested Department of the Army (DA) permit will be denied if any required State or local authorization and/or certification is denied. No DA permit will be issued until a State coordinated viewpoint is received and reviewed by this agency. Recipients of this notice are encouraged to furnish comments on factors of concern represented by the above agencies directly to the respective agency, with a copy furnished to the Corps of Engineers. This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson-Stevens Fishery Conservation and Management Act. The District Engineer's initial determination is that the proposed project would not adversely impact EFH or associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine Fisheries Service. This application is being considered pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) and Section 404 of the Clean Water Act (33 U.S.c. 1344). Any person may request, in writing within the comment period specified in this notice, that a public hearing be held to consider this application. Requests for public hearing shall state, with particularity, the reasons for holding a public hearing. The District Engineer has consulted the latest published version of the National Register of Historic Places for the presence or absence of registered properties, or properties listed as being eligible for inclusion therein, and this site is not registered property or property listed as being eligible for inclusion in the Register. Consultation of the National Register constitutes the extent of cultural resource investigations by the District Engineer, and he is otherwise unaware of the presence of such resources. Presently, unknown archeological, scientific, prehistorical, or historical data may be lost or destroyed by work under the requested permit. The District Engineer, based on available information, is not aware that the proposed activity will affect species, or their critical habitat, designated as endangered or threatened pursuant to the Endangered Species Act of 1973. The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts, of the proposed activity and its intended use on the public interest. Evaluation of the probable impacts which the proposed activity may have on the public interest requires a careful weighing of all those factors which become relevant in each particular case. The benefits which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. The decision whether to authorize a proposal, and if so the conditions under which it will be allowed to occur, are therefore determined by the outcome of the general balancing process. That decision should reflect the national concern for both protection and utilization of important resources. All factors which may be relevant to the proposal must be considered including the cumulative effects thereof. Among those are conservation, economics, aesthetics, general environmental concerns, wetlands, cultural values, 4 fish and wildlife values, flood hazards and flood plain values (in accordance with Executive Order 11988), land use, navigation, shore erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership, and, in general, the needs and welfare of the people. For activities involving the placement of dredged or fill materials in waters of the United States, a permit will be denied if the discharge that would be authorized by such permit would not comply with the Environmental Protection Agencies' 404(b)(1) guidelines. Subject to the preceding sentence and any other applicable guidelines or criteria, a permit will be granted unless the District Engineer determines that it would be contrary to the public interest. The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies and officials; Indian Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act (NEP A). Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Generally, the decision whether to issue this DA permit will not be made until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification required by Section 401 of the Clean Water Act. The NCDWQ considers whether or not the proposed activity will comply with Sections 301, 302,306, and 307 ofihe Clean Water Act. The application and this public notice for the DA permit serves as application to the NCDWQ for certification. Additional information regarding the Clean Water Act certification may be reviewed at the offices of the Environmental Operations Section, North Carolina Division of Water Quality (NCDWQ), Salisbury Street, Archdale Building, Raleigh, North Carolina. Copies of such materials will be furnished to any person requesting copies upon payment of reproduction costs. Written comments pertinent to the proposed work, as outlined above, will be received in this office, Attention: Ms. Tracey L. Wheeler, Post Office Box 1000, Washington, North Carolina, 27889, until 4:15 p.m., January 15, 2005, or telephone (919) 975-1616, extension 24. ---::c ~ ------:z PURPOSE: SHOREUNE STABIUZATlON NEW &: REPAIR RIPRAP DATUM: NG't029 - 0.0 ADJ~CENT PROPERTY O'ffl<ERS ~ BENCHMARK DEVELOPMENT CO. ~ KENNElH BATEMAN IN : PASQUOTANK RIVER AT: PERIMETER ROAD CITY !COUNTY : EUZABElH CITY, N APPUCATlON BY: U.S.C.G.S.C. - E.C. DA TE: AUGUST 26, 2004 SCALE: l' - 3000' SHT. 10F 11 PERMIT APPLICATION VICINITY MAP Langley and McDonald, Inc El1t;Lneen runners Surveyon 309 LYNl';lIA\T...'l PARJ..."W'AY \1RGINI....llEAOI. VIRGINIA ~;.2 151--4~H3C6 (TAX)7S7-4GJ-lS(J ---=:c ~ -----=z <2) N/F KENNETH BATEMAN AREA ',' :1:800 LF. NEW RIPRAP EXISTING RIPRAP ~ ~ ~ tr ~"f d ~\J (S} ~ ~ ~1-G' Q. ~-<> ~ / "'Jt.. .;j'(V <<:-0 ~V SOME DATA SUPPLIED BY THE COAST GUARD HAS NOT BEEN VERIFIED BUT IS SHOWN FOR GRAPHICAL PURPOSES ONLY. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR THE TOP OF BANK. GRADE FILL AND SEED I>Nf DISTURBED AREAS. CONTRACTOR SI-W.L ALSO RESTORE I>Nf AREAS DISTURBED BY HIS ACCESS TO AN D FROM WORK AREAS. PURPOSE: SHORElINE STABIUZAnON NEW ell: REPAIR RIPRAP DATUM : NGVD29 a 0.0 ADJACENT PROPERTY OWNERS ~ BENCHMARK DEVELOPMENT CO. e> KENNETH BATEMAN @ <5> l& IN : PASQUOTANK RIVER AT: PERIMETER ROAD CITY/COUNTY : ElIZABETH CITY, N APPLICATION BY : U.S.C.G.S.C. - E.C. DATE: AUGUST 26, 2004 SCALE: ," - 750' SHT. 20F " PERMIT APPLICATION INDEX MAP Langley and McDonald, Ine EnginceIs Pbnnc.rs Survtyors 309 LYNNHAVEl\Il'AJU(WAY VlRGINlA DEACH, VIRGINIA D452 757..0463--4306 (FAX)n7-463.3SIiJ c -I Z < U CJ) CJ) o ~ aU <( CJ) INSTALL TURBIDrTY CURTAIN. TYP ,1__1_____;; . I I . . I 1 . a::.I 10.' ".0 1-11_._1_1_. ,,.,.., ,." ~_!l"'3'1,-r: 1 0000" 10+0<1.1.1 -- ,. . -- ...0 -+---- M:M:W CIII:IlICI: YO ~ T'!'It. \ II j::r'':-'-'-'~-'-''-'~:'_:_'-,-'.':_,-,,-,-''-._,_,-, :~.._._.--:_ . " . .. . " . " .. .' ; I i '-'-'--.-.-.-._._._._._._._._._._.--!;_._._.~. I '"/ 2!a 12.' 0 2S 50 1S .......-- I j' SCAl.t ,-. :;IS' ...1.2 ..1.0 c f:', 7"') L&!I' r -. ..-, 1 ",,~o , ~~~i;c' ~.PIaNr.s.r..;,;., 30'9 LynnhaYrG Parkway Vu,;nJa Beach. VA 2J.451 1'H:(l~7)~ 1'.lL(m)~ '<T o I u U. S. COAST GUARD X CLEYE1lIND USCG. cru CLEVElAND 1240 CAST 9TH STREET ClCVELANO, OH 44199-2060 Qol,1E 0(~1l1P1()~ A f'~GJ(C .. : ~' \ 00 filE "'""""'(: AAtA2-f'U,H"".JMO ()t~_IG"'lOO"l'~ , CHfC,-CD BY: 'TBL <;<......(. , -~. />tOT St'-lI(' 1 : 1 AREA - 11.1 NEW RIPRAP AND BANK STABILIZATION PLAN A SUPPORT C(N'T[R - [UZA9(TH CITY SHORELINE STAB!lIZATION "l'ill.._LD b'/; APPRO\ll..... OfflC[R ~ """"""........ ~-= C-03 SH(er" OF 1 1 TEMPORARY DISTURBANCE TO VEGETATED WETlANDS APPROX. 600 S.F. ~~ "'.l.~ 16'211;. r~'a u'~ Q~9: . O';~\ 'a>~ t') o I u TEMPORARY DISTURBANCE TO VEGETATED WETlANDS' APPROX. 600 S.F: REPLACE EX. RIP RAP WITH NEW RIPRAP. lYP. " 6 21+00 1B+00 ~~~~OO' _ L..l--+--- 11+00 --'--'--+-- II II II II II " II II II " """ " " ,. 12+00 -+--- 1,"+00 ,.' A ~;~ .., 50 L lfi(::;~~::) ',' ',' ',.. I i &\. ;,"";\1 ~~~~l~;~ LltiiGkJiPkDOaal.Lbc ~.1'IaroDrt.s.r..ftrt 3ll'J Lynnhaoeo Porlnny ~ Beach. VA234S:Z PHI (1-'7) 4IU-aOI; I'A.%: (7S1) 46W5U U. S. COAST GUARD X Cl..EVElAND USCG. cru ClLVELANO 1240 EAST gTH STREET CLEVELANO. OH 44199-2060 U,MII( CATE: OCSCRIPTIOloi A [ PRQ.JEC 1li0: 2Xo4-(l1 CAD ru NoUl(; ARfA2-~ ()[:ilCNED B1', Tl'L CHECKEO B1'; ,. - 25' PlOT SCAlE: 1 : 1 AREA - III NEW RIPRAP AND BANK STABILIZATION PLAN A SUPPORT CENTER - ELIZABETH CITY SHOR[UN[ STASIUZATION !\(VI(:fl'(O BY: REVI(w(O 6'1'; ...~(O BY; ~J(C ~G [\R.......CH HI APPRCMNG Of f ICER ---oor- COImIJ<:T ...."'" 1tSCGllJ-04--<;-= C04- SH([T4 Of11 v I-f/,~~ ~,(' ~~($l-11t, PASQu07J.tifK RIVER now -2.;> :; c o ~ /"x~ ~ "" S.;> S.8 30 15 r o 30 60 90 1 SCALE 1"= 30' PURPOSE: SHORElINE STABIUZATlON NEW ole REPAIR RIPRAP DA ruM : NGVD29 - 0.0 ADJACENT PROPERTY OWERS (j) BENCHMARK DEVELOPMENT CO. I KENNETH SA TEMAN IN : PASQUOTANK RIVER AT: PERIMETER ROAD CITY/COUNTY : EUZABETH CITY, N APPUCATlON BY: U.S.C.G.S.C. - E.C. DATE: AUGUST 26, 2004 SCALE: 1" - 30' SHT. 50f 11 PERMIT APPLICATION BOAT RAMP AREA PRo IMPROVEMENTS Langley and McDonald, Inc Engineen rlar:nus Su.rvqOnl 109 LYNNIIAYEN PIIJU....'WAY VIRGINIA nEAOI. VIRG1N1A 23452 7$7....63....306 (FAX)7S7-46l-3S6) KEY MAP SCAl..[ ,e . 1500' co o I u . ". " ,.' ~ w :r: (fl w z ::::i :r: u ~ ~ 16+00 .~ ~ --====== I I , , . -" ...~.t . .>. 1/" 'i'~ EXCAVATE 100 C'f TO +1.5 O.W.L -' a \--'3(" . ;'j:Y .. - 20+00 - ,.' ').1 ').f1 'l'CT BflASS BE","",", '-- : >I~ co,;~Ji~-'''f . .~~~ . ..., ~ ..' ------ :r: u ~ ~ J.. ..' 22.00 "',~ .. ..' .. CONe. IfAtU' --; 25 12.5 0 r---- ,. 50 " , -----.:..._- A5l"H4.tr SLWr"ACt . SCAl[ 1~_ 25' €I 9na1RlCI,fH ~'SLWACC "" L' &f ~,- 1 "'= ' t?IlT;;05':~X~~:f:~g ~iMcDaaa14. 11M: bti-ri-tol'faoi.tos...,;., 309 L,......,. P""""'r VuginUlkach. VA 2345.2. PH: (51) 4U-4J06 FAL (757) 4U.3!Q U. S. COAST GUARD X CLIVELAND USCG. CW CLEVElAND 1240 CAST 9TH STREET CL(V(lANO. OH 4.199-2060 ColT[ OCSCRfPTlQI.I A hlOJ(Cl NO; tAD rl.( ........(: Of"SICao(O frr' ... , , CHt:CK[O HY: >004-<), ARW-I'W<S-DWO TIl<. Till. SCAlE, ,. _ 23' PLOT so.L(~ t : , AREA - II NEW RIPRAP AND BANK STABILIZATION PLAN A SUPPORT CENTER - ELIZABETH CITY SHOR(UN( STABrUZATlON k(lll(lIIlO BY: -----c;;rr- """"'-'CTNJWll(J! HSCCa>-<>+-e-.-..:m C-07 SHITT I or 11 , . ,~' , ~~~.K '7. , . ,. \ ,. ,. , .. ..' 2J...OO . ,. ~ -.. ---- . ,. ---- 24.00 . "---";';' -.. ----- . .. ....,.., S~t t"Cl(/''''.Oo ~-..---- 2!1 12.5 0 r---_ " '0 " , SCAlt I~. 2~' --------- " ,.~ I , 'I " Lc-'M(,.:.'. '. '~, ,i l i t5'h :.1 =-= ~ - -" '~--~_..~-~.,_... . -~..,,- .~.~: . - -:.:-~: "-.'. ..... ~'"';Z>~'5~~-tiii: ~.n-i>c.s.w,;., 309~~:= V1~nt. BU~'~(m)~ m(i37}~ usee. cw c~~~ 1240 WT 9 44199-2060 ClEVElANO. OH "''' ~.DwO nw.. PlOT SI':..... f: , T 1 --...... --..... --..... .---- . ~..........-................... ~, "- '~~ ". '-"~........ '--. " ~~. ~..~:.t~i~~~::_:'::~-, :'.~:::.:::~:.,:;:~ ---- --...... --- .~-. ", ':::':'::':::.-... - I "'::::'':::~.~::~;~,] " KEY MAP SCAl.[ ,. - 1500' ...........-.. 0 I ~J..Oo 0 ~ w =-.:=--- :r: Ul JJ z -l ". . o , ./A .; ,/~-l , l]\-----/ " ... \/; /-~ \ \ .....--. \ ~ -.'& -- fi . ~- ". SCAlL ,". 25' \ 25 12.5 0 25 ....~ ...-----' "\~ ------. t:J "4. L" &~C. , -- ~~~= bzi-ri-l.~.~ . 309 Lynnhneo p........ Vu-ginia Bea,cllo VA n4S1 PH:(7J1)~ Pa:(7S7)~ U. S. COAST GUARD X CLEVELAND USCG. C(U CLEVELAND 12"0 EAST 9TH STREET CLEVElAND, OH 44199-2060 DUE O(s.c~IPTI()" A ROJ "0: 1 CAO fILE J<W.lE: ARf),2-Pl.J.Io.S.DWO D[SIl".Nf 9"0'- 01 "AI.. CH[CI([O BY: TilL ,. - 25' PlOT SCAlE: 1 : 1 AREA - I NEW RIPRAP AND BANK STABILIZATION PLAN SUPPORT CENTER - (UZABETH CITY SHQREUN( STABIUZATION '<(YI[W[!;l BY; APPROVlNG omcrR ~ """""'" ....... ~,."., C-09 SHErr I OF 11 KEY MAP SCAi..[ 1-. I~' (J) o I u }~ ~\ ." ",.' . y ...\.1 . ,\. 1 ,\' 1 ,\' "."It ,IV' ~-- \ , i -'" l./ "'~ Gl 0'/ '-~, ;: ,1 ~~yl-' Vo-~) '..... .......... ............. ~."..,.""'."."..~...,..."..,.~~~.,~" " Z' 12.' 0 r--- " 50 " , SCAlI '..2" ) " " o ; J<i /~--... e. L~I to:,""'f,.~~;:i-::.2.~~-:;>~, =,.'.::;-- :'-~::'r LaiigkJ' PIcDOaaIci; IDe Lrzi-mt.Plaad:.~ 309 L,.""...... P.m..y Vlt'R'inlaB-th"VA2l4S2 1'H:(751)~ PAL('7I1)~ U. S. COAST GUARD X ClE\'ELAAD USCG. cru CLEVELAND 1240 CAST 9TH STREET CUVElAND, OH .404199-2060 t.."vL ClATE CfSCOIIPTIC"" " "-~w('::T kU' I ~i:~~ ';;:(: ~-~[*'J CH((I(ED BY: ,. - 1~' ptOT SCAl.r, , : 1 AREA - I NEW RIPRAP AND BANK STABILIZATION PLAN SUPPORT CENTER - (UZAOfTH CITY SHOREuNE STA81LIZATIO~ "l.ll_tO ~f: ,,(Y\("UI fir; ...I.VIt..ll) 1:fT; r,~""rH c>-<rr APPR;MNG OflIClR ~ """"-'CT1IJVtlOO >=-o+-c-,.".7 C 10 $HC(1', or 1t ElEVAnON VARIES +6 TO +4 SEE PlAN TWO LAYERS OF RIP-RAP Wso - 46.31 c ExISTING STONE AND/OR BROKEN CONCRETE BACKnll SEE PlANS FOR WATER DEPTHS A ELEVAnoN VARIES +6 TO +4 SEE PlAN TWO LAYERS OF RIP-RAP W~ - :48.31 ~~~~ ~~~~~~D/OR___ UINIUUU J- nLTER STONE ORDINARY WATER .:. lEVEL +l.~ SEE PlANS FOR WATER DEPTHS B BANK SECTION REPLACEMENT REOUIRED SCAlE, 3/8' . "-0. FIlTER CLOTH CD SCAlE: J/8" - :1'-0" BACKFn..l 2 ORDINARY WATER. - LEVEl. +1.5 . 9" MIN. BURY DEPTH 2 ORDINARY WATER - lEVEL +1.5 W~~~$:::<? BACKFIll CD LOW LYING BANK SECTIONS SCAlD/B'."-O' EXISTING STONE AND/OR BROKEN CONCRETE BACKnll ORDINARY WATER - LEVEL +1.5 SEE PlANS FOR WATER DEPTHS E STONE JETTY REPAIR SECTION SCAlE: .3/8-":1'-0. ElEVA.TlON: VARIES +6 TO +4 SEE PlAN TWO LAYERS OF RIP-RAP Wso - 48.31 . EXTSTING STONE AND/OR___ BROKEN CONCRETE UINTUUW .3'" Fn..TER 'STONE F BANK .sECTION REPLACEMENT REQUIRED SCAlE, 3/8' . "-0. L'.:,.. leS?~)\~ ,J ; ~:""" " ~L ~;_ ~ ~ :, - - =: ::-;j:":=- .-. ~ ~1~~ ~.n-v.:.~ 3<I'lL,...",....Pomny Vlrginia Beach, VA 23452 PH: (/57) 4U-U06 PAX: (/57) ~ . . U. S. COAST GUARD X Cl.E.VEl.AND USCG. CEU CLEVElAND 1240 EAST 9TH STREET CLEVElAND, OH 44199-2060 ISSU( o,.,T( OCSCRlPTION A ( PRMC 1 CA.O ru t.lAY(: ARfA2-f'\NotS.DWO ()(JO,j( BY: ... C CIC 0 TII.. <;'cAlf' ,. _ 'S' PlOT SCAl(. , : , SECTIONS A SUPPORT CENTER - ELIZABETH CITY SHORELINE STAB1UZATlON 1(['0'1['/11I(0 81; R(VI['/III(D SY: fj[v'l,(W[D BY: APPRCMNC orflClR OA'E """"""""""'" 1lSCC03-<>4-<:-JWfJ57 o 01 !;HEn 10 ~ 11 6 " fiLTER STONE F BANK SECTION AT SEAPLANE RAMPS SCALE:1/4'.l' -0' :!: 0.67' /ELEVATION VARIES +6 TO +3 SEE PLAN SLOPE VARIES. SEE PLANS TWO LAYERS OF RIP-RAP WSO - 4836 ~ MINIMUM 3" FILTER STONE H TYPICAL DITCH REPAIR SECTION SCALE: 3/8"=1'-0' 6'-0' PROVlOE ANO INSTAlL NEW 2 X 6 CONTINUOUS TIMBER CURB ON NEW 2 X 6 X 1'-0' LONG TIMBER SPACER 0 4'-0' OC PROVIDE ANO INSTAlL NEW 2 X 12 CONTINUOUS r ASCIA EACH SIDE or PIER PROVIDE ANO INSTAlL NEW 2 X 10 TIMBER DECKING PROVIDE ANO INSTAlL NEW 3/4" THROUGH BOLT WITH WASHERS, GAlV, 1YP PROVIDE ANO INSTAlL NEW 2 X 12 CONTINUOUS STRINGER EACH SIDE or PIER PRO'~OE ANO INSTALL NEW 2 X 12 PILE eN' TOP or WATERt .;. PROYIOE ANO INSTALL NEW 2 X 12 STRINGER ANO GAlV HANGER BEr~EEN EACH PILE ~ PROVIDE ANO INSTAlL NEW TIMBER '8 X 8 PILES PROVIDE ANO INSTAlL NEW 2 X 6 'x' BRACING ED PIER REPLACEMENT SCALE:1j4"=I'-0' PURPOSE: SHOREUNE STABIUZA1l0N NEW & REPAIR RIPRAP DATUM: NGVD29 - 0.0 ADJACENT PROPERTY O'I.NERS <D BENCHMARK DEVELOPMENT CO. l2> KENNElH BATEMAN ~ ~ <ri> IN : PASQUOTANK RIVER AT: PERIMETER ROAD CITY/COUNTY : EUZABElH CITY, N APPUCA1l0N BY : U.S.C.G.S,C. - E.C. DATE: AUCUST 26, 2004 SCALE: I" - AS NOTEO SHT. IIOF II PERMIT APPLICATION SECTIONS Langley and McDonald, Inc En&ineen rl.umcn Surveyon J09LYNNHA\I"E."'PMK',vAY 'r,RGIN1A BE.hell, VlRGt:-lIA 2J..lSl H7--46}--UC6 (FAX)751-4G3-JXJ Michael F. Easley, Governor William G. Ross Jr.. Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality Division of Water Quality Department of Environmental and Natural Resources '401 OversightJExpress Permit, Program Development and Transportation Permitting Units Street Address: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260 Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650 Contact Information: Phone #: Fax#: 919-733-1786 919-733-6893 Fax To: ~VV1 0'-f-e ffC/t_f , \ Fax #: \ \ Company: Date: Number of pages including cover sheet: Notes or special instructions: --r=~- nu, L d(), I "" (1/ I / (J;V ~ I~ P b fuft--L "s,.--) / ra0/-- ,('r)//, +~ " tAJ 1)( ,1~ ,/ bcu: k s;,~1 e,I t1 S' (( ~.~ cl '" " (' ,r;v1 /' ~c. y.- lS/' ;j- JlJ6i ~ '. f\t=' (JC{: I) 'J /' , r\ ~.r J ~/-:l3~r. c tuck -fA / L-/h3/o~ ~'i1hCarolina /V1l/llrnll!! 401 OversighVExpress Unit 1650 Mail Service Center, Raleigh, North Carolina 27699.1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733.1786/ FAX 919.733-6893/lntemet http://h2o enr,state,nc,tIs/ncwetlands An Equal Opportunity/Affirmative Action Employer - 50% Recycled/1 0% Post Consumer Paper ~W'A MCDEMR North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Alan W. Klimek, P.E., Director February 7, 2005 DWQ Project # 05-0111 ('--, Pasquotank County CERTIFIED MAIL: RETURN RECEIPT REQUESTED Mr. A.P. Kimos Commander, US Coast Guard Civil Engineering Unit, Cleveland 1240 East Ninth St., Room 2179 Cleveland, OH, 44199-2060 Subject Property: USCG Support Center, Elizabeth City, Shoreline Stabilization Project REQUEST FOR MORE INFORMATION Dear Mr. Kimos: On January 21,2004, the Public Notice for your application to impact waters of the Pasquotank River in order to construct the subject project was received by the N.C. Division ofWatcr Quality. The Division will begin to rcview the project for evcntual decision. However, please be aware that beginning January 1, 1999 that the N.C. General Assembly passed legislation requiring paymcnt of a fee of $200.00 for this project. Also, applicants are required to provide to DWQ two copies of all application materials provided to the U.S. Army Corps of Engineers. The 401 Water Quality Certification cannot be issued until this fee is paid and the copies are provided. This projcct has becn assigncd DWQ Project No., 04-2069. Please, . rcfer to this project number in all future correspondence. Please note that as required by 15A NCAC 2H .0506 we will place this project on hold as incomplete until we receive this additional information. This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts rcquestcd within your application are not authorized (at this time) by the DWQ. Please call me at 919-733-1786 if you have any questions regarding or would like to sct up a meeting to discuss this matter. ;1.1, IDS J:L ~"-- Si~,~ Cyndi Karoly 401 Ovcrsight and Express Permits Unit :f-" t:.-~ -<.. i ~ G'1 '\ G:..-. J C+- fDlcci ~pGJ~L.l-L 3~?c One . NorthCarohna ;Vatllrally state .ne, us/ncwetlands I Post Consumer Paper The Public burden for this collactlon of information ia aastlmated to average 10 hours per response, although the majority of applications should require 5 hours or less. This Include a the time for reviewing instructions, seerchlng existing data sources, gathering and maintaining the data needed, end completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestiona for reducing this burden, to Department of Defense, Waahington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302: and to the Office of Management and Budget, Paperwork Reduction Project (0710-00031, Washington, DC 20503. Respondents ahould be aware that notwithstanding any other proviaion of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currantly valid OMB control number. P1eaaa DO NOT RETURN your form to either of thoae eddresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of tha proposed activity. APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT (33 CFR 325J OMB APPROVAL NO, 0710-0003 Expires December 31. 2004 PRIVACY ACT STATEMENT Authorities: RIvera end Harbors Act, Section 10, 33 USC 403; Clean Water Act. Section 404, 33 USC 1344; Marina Protection, Research and Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routlnll Uses: This Information may be alulrad with the Department of Justice and other federel, stata, and local government agencies. Submission of requested information ia voluntary, however, if Information ia not provided tha permit application cannot be evaluated nor can a permit be Issued. One sat of original drawings or good reproducible copies which show the location and character of the proposed activity mUlt be attached to this application (see sample drawing. and inatructlons) and be submitted to the Diatrict Engineer having juri&diction over the location of the proposed activity. An lIpplicat!on that ia not completed in full will be raturned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED 5. APPLICANT'S NAME :ommanding Officer, (ITEMS BELOW TO BE FlLLl'n BY APPL/CANn 8. AUTHORIZED AGENT'S NAME AND TITLE l.n'iJeIlti.notrOQult<d1 USCG-CEU Rm 2179 Tom B. Langley, PE 7, APPLICANT'S PHONE NOS, W/AREA CODE 3. Residenca 9. AGENT'S ADDRESS 309 Lynnhaven Parkway Virginia Brach, VA 23452 10, AGENT'S PHONE NOS. WIAREA CODE a. Residence 6. APPLICANT'S ADDRESS 1240 E. Ninth Street Cleveland OH 44199-2060 b. Business 216-902-6216 b. Busine:;s 757-463-4306 STATEMENT OF AUTl-lnRIZATION 11 I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information In support of this permit application. 1 . 1 /~' /tj',!i/vY~~ Jrx- APPLICANT'S SIGNATURE DATE NAME, lOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (.""inWuclions, Shoreline Stabilization and Boat Ramp Rehabilitation 16. LOCATION OF PROJECT pasquotank COUNTY 14, PROJECT STREET ADDRESS IIf.pplicobJ.1 USCG support Center Weeksville Road Elizabeth City, NC 27909 13. NAME OF WATERBODY. IF KNOWN Ijf.nnli<>ohHtl pasquotank River NC STATE 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, 1.".ltutJuctIonsl 17. DIRECTIONS TO THE SITE From Elizabeth City, travel SE on Halstead Blvd. Halstead turns into Weeksville Road. The USCG Station is located on the left approximately 3.5 miles outside of Elizabeth City. EDITION OF FEB 94 is OBSOLETE. (Proponent: CECW-ORI 18. Natura of Activity (D=;rlfXJon of projoct. incIuduU 'ei/nres! Repair riprap damage from Hurricane Isabel; Stabilize 3,200' of.eroding riprap; Demolish 2 seaplane ramps; Rehabilitate boat ramp and p~er; Add existing concrete bulkhead shoreline with new return walls to 19. Project Purpose (OO3Crlbe ,ho r....on or fJ<rpo.<O of tho {Xojoct. ."" instructions} Shoreline erosion stabilization and boat ramp rehabilitation USE BLOCKS 20-22 IF DREDGED AND lOR FILL MATERIAL IS TO BE DISCHARGED 20. Reason!s) for Discharge shoreline erosion stabilization 21. Type(s) of Material Being Discharaed and the Amount of Each Tvee in Cubic Yards Granite riprap 22. Su,face Nea in Acras of Watlands or Other Waters Filled (....lnsuucuonsl The new riprap alignment is located toward the upland: the area converted from upland to subaqueous is 42,200 SF; the area converted from subaqueous to upland is 3,000 SF. 23. Is MY Portion of tha Work Already Complete? Yes r:::I:l No L....-J IF YES. DeSCRIBE THE COMPlETED WORK -Approximately 4,000 LF of shoreline was stabilized with riprap in 1994 +/-. 24. Addresses of Adjoining Property Owners, lessees. Etc., Whose Property Adjoins the Waterbody (If more than can be entered here. plaas. attach a supplemental list). -Benchmark Development Group PO Box 791 Elizabeth City, NC 27909 252-338-9898 Kenneth Bateman 1284 Davis Bay Road Elizabeth City, NC 252-330-2720 27909 25. Ust of Other Certifications or Approvals/Denials Received from other Federal. State or Local Agencies for Work Describad in This Application. AGENCY TYPE APPROVAL. IDENTIFICATION NUMBER DATE APPUED DATE APPROVED I DATE DENIED I I I 'Would includa but is not rastrlcted to zoning, building and flood plain permits \ 26. Application is hereby mad. for a ptrmit or permits to authoriza tha work described In this application. I cartify that tha information in this application is complete and accurata. I further certify that I possess the authority to undertake tha work dascrlbed herein or am acting as tha duly /3ri~~8nt of ~e applicant. ./ j 09 _ 24 _ 2004 ~1' t'/~7~t';r- I ~'1 1(1 [' f SIGNATURE OF APPLICANT DATE DATE The application must be signed by tha person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agant if the statement in block 11 has been filled out and signed. 18 U.S.C. S.ction 1001 provides that; Whoever, in .ny manner within the jurisdiction of any department or agency of tha United Statu knowingly and willfully falsifies, conceals, or covers up .ny trick, scheme, or disguises a material fact or makes any fals., fictitioUS or fraudulent stat.m.nts or repres.ntations or mak.s or uses any falu writing or document knowing sam. to contain any f.lse, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisonld not more than five yaars or both. ~;h MCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G, Ross, Jr., Secretary Alan W. Klimek, P.E" Director February 7, 2005 DWQ Project # 05-0111 Pasquotank County CERTIFIED MAIL: RETURN RECEIPT REQUESTED Mr. A.P. Kimos Commander, US Coast Guard Civil Engineering Unit, Cleveland 1240 East Ninth St., Room 2179 Cleveland, OH, 44199-2069 Subject Property: USCG Support Center, Elizabeth City, Shoreline Stabilization Project ,. REQUEST FOR MORE INFORMATION Dear Mr. Kimos: On January 21,2004, the Public Notice for your application to impact waters of the Pasquotank River in order to construct the subject project was received by the N.C. Division of Water Quality. The Division will begin to review the project for eventual decision. However, please be aware that beginning January 1, 1999 that the N.C. General Assembly passed legislation requiring payment of a fee of $200.00 for this project. Also, applicants are required to provide to DWQ two copies of all application materials provided to the U.S. Army Corps of Engineers. The 401 Watcr Quality Certification cannot be issued until this fee is paid and the copies are provided. This project has been assigned DWQ Project No. 04-2069. flease refer to this project number in all future correspondence. Please note that as required by 15A NCAC 2H .0506 we will place this project on hold as incomplete until wc rcceive this additional information. This letter only addresses the application rcview and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requestcd within your application are not authorized (at this time) by the DWQ. PI case call me at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss this matter. Si~,~ Cyndi Karoly 401 Oversight and Express Permits Unit CBKlcbk 401 Wetlands Certification Unit 1650 Mail Service Center, Raleigh, North Carolina 27699.1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786/ FAX 919-733-6893/lntemet htto://h20,enr,state,nc,us/ncwetlands One . NorthCarohna ;Valltfally An Equal Opportunity/Affinnative Action Employer - 50% RecycledJ1 0% Post Consumer Paper c~ L_&. ~ .:-~:~:'... '- "".:::~:'~;~:':'::~~~:.~:~~~::2:~:' Langley &McDonald Engineering Planning. Surveying November 26, 2004 @~~&OW&@ L 2 3 2004 Dear Ms. Wheeler: ~\f7L2~~~iJ'r'ATER QUAL/~ STORl.f\\)4T, , r In response to your letter dated November 9, we are resubmitting the application to stabf{U~\CH 3,200 linear feet of eroding shoreline, demolish 2 seaplane ramps, replace an existing boat ramp, and expand rock jetties on property owned by the US Coast Guard adjacent to the Pasquotank River in Elizabeth City. Seven copies are enclosed herewith. Ms. Tracey Whceler, Regulatory Spccialist Washington Regulatory Field Office Post Office Box 1000 Washington, NC 27889 Re: USCG Support Centcr, Elizabeth City Shoreline Stabilization Project We revised thc application as follows: 1. TIle geographical location map more clearly depicts the project location relative to surrounding roads, towns, etc. 2. The plan view sheets are presentcd at 50 scale vcrsus the previous 100 scale drawings. 3. Cubic yardage of excavation is providcd on the plan view. The areas of excavation are cross-hatched. 4. Cross sections are providcd that dcpict the proposed work. 5. A complete description of the proposed activity is attached. We appreciate your commcnts and trust we have adequately provided answers. Please advise. Sincerely, LANGLEY AND MCDONALD J~ tD. Tom B. Langley, P.E., L.S. Prcsident Enclosure cc: Steve Rynas, NC Division of Coastal Managemcnt Paul Sakian, USCG CEU-Cleveland Robert Harris, JRH Design & Construction XORTII CAROLl:.'A OFFICE 211 N. Road Strcct Elizabcth City, North Carolina 27909 Tclephonc: 252.38,1.0100 Fa.x: 252.384.1008 ~ E'I~ 1/ J./ /01-;-' VlRGlt'o'lA OFFICE 309 Lynnhavcn Parkway Virginia Bcach, Virginia 23452 Telcphonc: 757..t63...1306 Fax: 757A6.3.3563 www.langlcymcdonald.com Toll-Frcc: 866,463A306 USCG ELIZABETH CITY STATION SHORELINE ST ABILIZA TION A TT ACHMENT TO CORPS OF ENGINEERS APPLICATION In general tenns, the USCG proposes to repair pockets of existing riprap revetment damaged by Hurricane Isabel in September 2003, stabilize 3,200' of eroding shoreline with new riprap revetments, rehabilitate existing boat ramp facilities, and add return walls to each end of an existing concrete bulkhead. To avoid and minimize impacts to the river and shoreline environment, the new revetment is located landward in a general smoothing of the shoreline. Upland areas that will be seaward of the new revetment will be graded to water level prompting natural wetland mitigation. Drawings submitted with the Corps of Engineers pennit application are attached for further clarification. ,.. The area converted from upland to subaqueous is approx. 42,200 SF ,. The area converted from subaqueous to upland is approx. 3,000 SF ,. Two seaplane ramps yield approx. 4,400 CY excavation ,. Excavation of three areas from upland to ordinary water level totals approx. 280 CY ,. Excavation of existing riprap totals approx. 800 CY -,. Approx. 1,500 SF of vegetated wetlands will be temporarily disturbed ,. Approx. 6,000 CY of new riprap will be placed along the shoreline ,.. Two riprap jetties will be rehabilitated in their current location ).- Approx. 50' of temporary sheeting will be installed as a cofferdam to construct new concrete ramps in the dry ,. Approx. 2,000 SF of new concrete ramps will be constructed in the dry C 2 / ~ 3 4 TEMPORARY DISTURBANCE TO VEGETATED WEnANDS APPROX. 600 S.F. ,,"'" ~O~ -0 ,,"0 ~~~ =t~~ ~~ <t>~q. ~ ~~~~ . (S) ~ ~~ 1'0 o I () TEMPORARY DISTURBANCE TO VEGETATED WEnANDS APPROX. 600 S.F. REPLACE EX. RIPRAP WITH NEW RIPRAP, lYP. :r:~ () ~ ~--- ~~.6 5,9 6' 69 48" ClASS . 5 R.c.,P. AKJ\ )~~ . ' "------PlPE... .. 199. 5' ~ COWR 6 1 I I c(.t,,.9~'2 50 6 0 I I 6 666 60 6' I I .t,;,. 6 21+00 Cq", .......... .1:;pcrca... 1~ '9,,/.t- '- A 17+00 ~ r;-:r:-N ,6'.256"1 ~~ 5 61 ~ fP'll \6' IIIIIM 5 16 / CllNCMII 5 9~ 596 -x-xl ' i 18+00 555' 13'26"E 1100.00'_ - SURVEY e.LstUNE I--- I 7 5.6 "--~ 5, "- STATION 19+70.75 ) orFSET: ON-UNE S~ 01'. 10 tr: n.. "'27 8 5,6 v"~LI,.jt9 ',4+00 I 12+00 I 25 12.5 0 25 50 75 2 1".25' 4 C ,.(""-"" ~:, ~ Ifill ~~ ~~~~~ 1.-gIeJ~1IIr.DoMId. lie ~.~.s.rw,a., 309 Lynnbaven Parkway Vuginia Beach, VA 23452 PH: (/57) 463-4306 PAX: (/57) 463-J563 . . . . . U. S. COAST GUARD X CLEVELAND B USCG. CEU CLEVELAND 1 240 EAST 9TH STREET CLEVELAND. OH 44199-2060 ISSU IolARK DATE DESCRIPTION A E PROJ C NO: CAll FILE NAME: DESIGNED BY: WN : EOIT 0 BY: CHECKED BY: 1 ARfA2-PlAHS.DWO 18L 18L SCAlE: 1. - 25' PLOT SCAlE: 1 : 1 AREA - III NEW RIPRAP AND BANK STABILIZATION PLAN A H. APPRO\IING OFFICER DATE CON1RACT NUYIIER HSCGll3-04-C-3WF357 C-04 SHEET 4 OF 11 / - u.t-. , 'V-.) " ~~ ~ ~ Q: ~ ~~~ ~~~~~ 'fS~ I{.Cj 0. ~ JC) VJ ~ co OJ. I ~ ( ( (/) ';< ~..... '. u!<~ ~!::::f- .....:::! . -lIlO f-~L5 :::l.....:::c ~o:~ Zo:::> _f-lIl Co <t). ~~ ::r <t) <t) ((; <t) "- <t)' OfZ\\}t. t.'~t. t-lcfZ CO :;; "- ~. cP 'l,X .... "J ~. Co ';< '" ~~\ "- <t)' ( ~. \ ~ rv " <t) ~ / o (J) o 1O o Ll) o I") Z <( (/) o WI- I- lY:Z g N <( <(~ ;~ ~ >-~~ () ~ <<l ~~:S~ I o...W g ~ ~G~ --' > Q Vl o...,,:r- 0... ~O .g ~ ~~~ 0... ~ ;<u <(rv '"O:;::~~~ <( rvLL c ~zal", LLo... ~ t>--:5;A >- OJ ..J Z '" I- ~ ~ .~~~~ I-~ Mu:) _r- - - C > ~ <( j lY: 0 ci w mo... 0... o I") II ~ (3 0: ~ ~olIl -<< O:ON ~O:::J z ..... <0:.. b~~ :::>~z 0_:::> ~ffio o.o.~ ....~ zf-(3 -< - .- Zo. 0< Fo: ~Q: :JO: iDo: ~<~ (/)a.O ~~ II :J~m W N ~~~ Viz" .. z ..... lB ~ 0. F 0: < ~ 0 W -.J <! U If) z .... .... ~ o o N La... o I{) . t-= .(0 :::c UN b(/) . ,., .......f- ~ I ~ II III ,,: ZU:::> .... 000< F. .. <" U '.. ..... :J ~ ~ ....J 0.(/)....< 0. ..... U <:::>O(/) ci U f- Z ..... ~ 0. gz ~< .....~ O~ ~< o:lIl ~F :::c..... UZ zz .......... lIl~ 860000 I ~~ /. -- f:----, ~ <D 0 I u ~ w :r: B (/) W Z -.J A C KEY MAP SCAlE I" . 1500' \ .9 / ....' .9 :r: u ~ ~.--.,._" 16..00 ......k. CONC. VAULT: ~ 1 I . -r-_ . T"-' r .. 2 3 4 /~.'I> /~,'I> /~.~ /~.o "-- PRQTECT BRASS : htpo BENCHMARK C~ ~/.. "--------_-------- TJ>.:;:: 19' {I' . ""<:TIOtyS/1' :~ ~.~ . ~-:-+- Utoi ~,~ ------- ~ W ~.1 ~.O :r: (/) ~-W Z -.J 22"00 -+-- ~ ,1 ------- 0.0 0'\' . . ... . ... . . . . . ... . . . . . ........................................... ,. ..-- 25 12.5 , 75 , o 25 50 - ---------: .- SCAlE I". 25' ~T SURrIlCC -- - -----'- -- - -- - 8 @CLCCTRIC I./H '7"- ~ -r-- -------A5PH4i.~c (':) 4 3 C r"- L ~'- \ -. ~,. &~~ ~ : _II ~,,~ .......,~ ~:fllJcDf?-ItIJ. IIIc 309L ~.~ Vi ,~Parkway PH: ~~ach, VA 23452 PAX: (T57) 463-3563 . . . . . . . . . . U. S. COAST GUARD X CLEVElAND B :r: u ~ ~ USCG. CEU CLEVE 1240 LAND CLEVE~~ 9TH STREET . OH 44199 2060 ISSU MARK DATE DESCRIPTION A EC' CAD FILE NAIoI ~. DESIGNED BY' E. INN .' E ITED BY: CHECKED Bv: , ARt:A2-PWIS.DWO Ta. SCAlE: ,. - 2ll' PLOT SCAlE: , : 1 A AREA II NEW RIPRAP A BANK STABILlZ ND ATlON PLAN SUPPORT CENTER SHORELINE Sf ELIZABETH CITY REVIEWED BY' ABILlZATlON . REVIEWED BY: REVIEWED BY: PROJECT ENG. BRANCH CHIEF H. APPROvING OFFICER DATE COHIRACT NUMBER HSCG8J-04-C-JWF357 C 07 SHEET II OF 11 2 3 4 c KEY MAp SCAlE 1" . 1500 c r.......\.. LM ~'" ",-J I ~ ,~. ", .... it -'co'" ~ <- -~~!,::~ ~~-~~ L:;;;~Ndia...d. ~ ~.PIattittf.s.w,;., 309 Lynnhaven Parkway Vi .. Beach, VA 23452 PH: ~~ FAX: (757) 463-3563 :r: u ~ :;E : . . . . . . . . . . . . . . . . . . . . ., ~. / . . . . . . U. S. COAST GUARD X CLEVELAND -----r:-'______ PROTECT ~ 1oION. WEU ~ ' FROM OISTURB & @ ~ . B USCG. CEU CLEVELAND T 1240 EAST 9TH STREE CLEVELAND. OH 44199-2060 1 ~, ISSUE ----- 2J..00 -I-. 9 ~ . ~ ----- -I-. ----- .24"00 -I-. . ----- & ~ . lWlK DATE DESCRIPTION b ~ . -I-. S~00.2S"00 -I-. _____ -I-. _____ CAD FILE _: DESIGNED BY: 1 AREU-PIANS.IlWO , I . 2f00 -I-. . ~b ~ . , . CHECKED BY: ,. - 25' llL PlOT SCAlE: 1 : 1 25 12,5 0 . 25 50 75 , , r r r r ~ I I ~ I : -------- 9 ~. / 1 ~. / 9 ~' / A '---..~ /' SCAlE 1". 25' H. APPRO\IINC OFFICER DATE COIf1'RACT NUMBER HSCGllJ-04-C-3Wf'J57 2 3 I I 4 C 08 SHEET 7 OF 11 2 3 4 C KEY MAp SCALE I" . 1500 .............. ................ .............. --I-- , ...... ~ 11~,,^' ,...,........ ............<-~ - ------ . '2"'00 PRCMDE 2If SlJ~foI8tJ.O{j2."E: 'a' R.ep. cO"'Si'IirJC~'eoo,Oo. F PI'E IS 1'IQ>t 8l~ FOUND IlUIIINO . ) .'r'1 I"'E: '9' ""'- CONSTRIJCllON · ~. ~" :J.' ~ . ,').. " ------~ -- ft' , ~4' ~ '^ q , PRCMDE 2If RlPRAP MSE UP 10 HE'ADWALL. ELLVAllOH NOr 10 EXCEED INYERT '."'00 --I-- ............... '--.. ,. --I-- B .,. Q (jj' @ @-/- ., -3 ~"'4. L.j if G '(,.'.',.,N."", :\.. .. .. ~\ ~-------: ... ViJJJ; . ". 25 ", 12.5 D 25 --- //1J ~ .. ........ SCALE I". 25' ~ " C (~ L&~M'. J' .,. ~ .. - " ~ -:::tl...= :: - -~- ~,~~~ =~--~~~ ~"-~iiCDo.lki. IIIc LIIIgIeJ ,~---- ~.PIa1rPtz._-"., 309 Lynnhaven Parkway Vi .. a Beach, VA 23452 PH: ~ 463-4JG6 FAX: (757) 463.3563 . . . . . . o U. S. COAST GUARD X CLEVELAND ..-- I u W w :r: (f) Lt z ---1 USCG. CEU CLEVELAND 1240 EAST 9TH STREET CLEVELAND. OH 44199-2060 ISSUE MARK DATE DESCRIPTION A PROJECT NO: CAD fiLE NAME: DESIGNED BY: WN EDITED BY: CHECKED BY: , AREA2-PINlS.DWO 1a. 1a. SCALE: ,. - 25' PLOT SCALE: , : , A AREA I NEW RIPRAP AND BANK STABILIZATION PLAN PPORT CENTER - ELIZABETH CITY SU SHORELINE STABILIZATION BY' REVIEWED BY: REVIEWED BY: REVIEWED . H. APPROII1NG OffiCER NUll DATE WI N Iol CONTRACT IUIBER HSCG8J-04-C-3WFJI57 C 09 SHEET a Of 11 <C 2 3 4 C KEY MAP SCALE 1. . 1500' 0> o I u q }' 1 /' . o , . / o /' . 1 , . / .f) /~ . q /' ' 15"00 -+-- NO NEW WORK IN IIUlJCH[AD MEA --- ...--0"- 1 , . / '> , . / ---- 1 , ' / .-"'-- LJ w I If> w Z -l o , . / 4--.,._' O. CJJ ,.~. 0 , 0 .-:-~~\.~/\. ,,,. o -+-- t:l\.\ ~"'T< l1i ZKHEAO / ~;7~ l;FFSCr 15"92 -+-- -.>.,,~!- ~..,.'"T- I --____ ________ / COIV ~Qoo ________ 10 , IlIIaI ~,'-_ ---_---- -____.... q 'S7Rucr 'Ql>,-'8~00 ... : ~ ~'~><:_ -----___ -------!)~ 1OIv- .'f ') ~'> ---__ --- E:I.JIVE:~ 0 O' 0 ~ . .----------~--~'~--~~~~:::::---'--~~:::::':::::::~:::~::;=~0/, ~ ..... . ------_'___~~~~:..:~ 0' \ \. · ~ -----<~~>-~/~..oo : @] "l:'~"::::::::'>"~. ~,\~~ : ; /7 / '\\.~ / l~iJ .~ ~~ ~A &$ / / : \( J ~/ I . JI ~ 25 12.5 0 25 50 75 , , I / / I PROYIIlE TOE OF RIPRAP TO FllU.OW EXIS1lNC TOE ~--::\ \--.,1\ ..,.7- ,\0 10 , IlIIaI ) 1 A 4 @ SCALE 1'.25' ., ., &$ k' ~~ /p~------- v 2 !iJ!p; ...... ~ L&~ ~ll.l ~~~~ ~i-IIIc~~ IIIc ~.PIa1tUtz.s.w,;., 309 Lynnhaven Parkway Vuginia Beach, VA 23452 PH: (757) 463-GI6 FAX: (757) 463-356l . . . . . . . . . . . . U. S. COAST GUARD X CLEVElAND B USCG. CEU CLEVELAND 1240 EAST 9TH STREET CLEVELAND. OH 44199-2060 ISSUE MARK DATE DESCRIPTION A E PROJECT NO: CAD FILE NAME: OESIGNED BY: WN EOITED BY: CHECKEO BY: , MEA2-PI.NlS.IlWO TBL TBL SCALE: ,. - 25' H I L PlOT SCALE: , : , AREA NEW RIPRAP AND BANK STABILIZATION PLAN SUPPORT CENTER - ELIZABETH CITY SHORELINE STABILIZATION REVIEWED BY: REVIEWED BY: REVIEWED BY: PROJECT ENG. BRANCH CHIEF H, APPRO\I1NG OFFICER DATE NUll WIN NUll CONTlW:T NUMBER HSCG83-04-C-3WF357 C-l0 SHEET 9 OF" C B A 2 EXISTING STONE AND/OR BROKEN CONCRETE MINIMUM 3" FILTER STONE SLOPE VARIES, SEE PLANS / :I: 0.67' BACKFILL ORDINARY WATER LEVEL + 1.5 SEE PLANS FOR WATER DEPTHS SCALE: 3/8"= i' -0" EXISTING STONE AND/OR-- BROKEN CONCRETE MINIMUM 3" FILTER STONE :I: 0.67' ORDINARY WATER - LEVEL +1.5 SEE PLANS FOR WATER DEPTHS SANK SECTION REPLACEMENT REQUIRED SCAlE: 3/8" - 1'-0" ED 6,0:1: OF RIP-RAP g" MIN. BURY DEPTH BANK SECTION SCALE: 3/8" = : I' -0" 2 BACKf'lLL \J ORDINARY WATER: - LEVEL +1.5 3 4 g" MIN. BURY DEPTH BACKFILL ~~~~~'~y>~."'Y' ',~~00,/,(,/""" / RIP-RAP \J ORDINARY WATER - LEVEL +1.5 EB LOW LYING BANK SECTIONS SCALE:3/8"= l' -0" EXISTING STONE ANDIOR BROKEN CONCRETE I TWO LAYERS OF RIP-RAP W50 = 4831 2.5' :I: 0.67' BACKFILL ORDINARY WATER LEVEL +1.5 SEE PLANS FOR WATER DEPTHS STONE JETTY REPAIR SECTION SCALE: 3/8"":1'-0" ELEVATION VARIES . . . . . . . . . . . . . , . +6 TO +4 SEE PLAN TWO LAYERS OF RIP-RAP W50 = 4831 2.5' :I: 0.67' EXISTING STONE AND/OR-- BROKEN CONCRETE MINIMUM 3'" FILTER STONE GRADE DOWN TO + 1.5 WIDTH VARIES ORDINARY WATER - LEVEL +1.5 SEE PLANS FOR WATER DEPTHS BANK SECTION REPLACEMENT REQUIRED SCALE: 3/8" = l' -0" 3 4 C "') t , ' L&:.:~' ; ~,,--_. . '. _. ~. - -- . ~~~ .......,.lIIdJr...... lie ~.~.s.n.,;., 309 Lynnhaven Patkw2y Vuginia Beach, VA 23452 PH: (157) 463-43G6 PAX: (l57)-.J563 . . . . . . . . . . . . U. S. COAST GUARD X CLEVELAND B USCG. CEU CLEVELANO 1 240 EAST 9TH STREET CLEVElANO. OH 44199-2060 ISSUE IoIARK DATE DESCRIPTION A E PROJECT NO: CAD flLE NAIoIE: DESIGNED BY: WN DITED BY: CHECKED BY: 1 AREA2-PlANS.DWO TIlL SCAlE: l' - 25' PlOT SCAlE: 1 : 1 SECTIONS A SUPPORT CENTER - ELIZABETH CITY SHORELINE STABILIZATION H. I APPROVING OfFICER DATE CONlRACT NUMBER HSCG8J-04-C-JWF357 0-01 SHEET 10 Of 11