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HomeMy WebLinkAbout20130179 Ver 1_CAMA Application_20130225�� 20 130 17 9 rUENR North Carolina Department of Environment and Natural Resources Division of Coastal Management Pat McCrory Governor February 21, 2013 MEMORANDUM TO: FROM: SUBJECT: Applicant: Braxton C. Davis Director Karen Higgins, Webscape Unit Supervisor Division of Water Quality - Raleigh Doug Huggett Major Permits Processing Coordinator John E. Skvarla, III Secretary CAMA/DREDGE & FILL Permit Application Review TOWN OF KITTY HAWK Project Location: Byrd St. & Lindbergh Ave., Fonck St., Bennett St. & Lindbergh Ave., Hawk St., Starfish Lane & Lindbergh Ave., E. Kitty Hawk Road & Hurdle St., & Tateway Road & Goosander St., adj. Atlantic Ocean Proposed Project: Install infrastructure for 7 emergency floodwater pump connections Please indicate below your agency's position or viewpoint on the proposed project and return this form by 03/14/13 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any questions regarding the proposed project, please contact Ron Renaldi at (252) 264 -3901. When appropriate, in -depth comments with supporting data are requested. REPLY: This agency has no objection to the project as proposed. 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. SIGNED DATE 1367 US 17 South, Elizabeth City, NC 27909 Phone: 252 - 264 -39011 FAX: 252-264-3723; Internet: www.nocoastalmanagement.net An Equal Opportunity 1 Affirmative Action Employer DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: Town of Kitty Hawk (Kitty Hawk Floodwater Management) 2. LOCATION OF PROJECT SITE: The project is within the Town of Kitty Hawk, Dare County, adjacent to the Atlantic Ocean. There are seven proposed location areas within the Town as follows: Area one is located along Byrd St. and Lindbergh Ave. Area two is located along Fonck St. Area three is located along Bennett St. and Lindbergh Ave. Area four is located along Hawk St. Area five is located along Starfish Ln. and Lindbergh Ave. Area six is located between East Kitty Hawk Rd. and Hurdle St. Area seven is located along Tateway Rd. and Goosander St. Photo Index — Area One - 1998:43 -1091 (O,P 6); 1995:185 -1939 (M,N 3); 1989:142 -49 (M,N 5) 1984 138 -443 (H, 113) Area Two - 1998:43 -1091 (OR 10); 1995:185 -1939 (N 6); 1989:142 -49 (M,N 8) 1984 138 -443 (G, H 10) Area Three - 1998:43 -1091 (N,O 18); 1995:185 -1939 (M,N 12); 1989:142 -49 (M,N 14) 1984:138 -443 (G, H 5) Area Four - 1998:43 -1088 (O,P 8); 1995:185 -1938 (N,O 10); 1989:142 -47 (L,M 10) 1984:138 -444 (F, G 8) Area Five - 1998:43 -1088 (O,P 23); 1995:185 -1938 (M,N 22); 1989:142 -47 (M,N 23) 1984:138 -445 (E,F 15) Area Six — 1998:43 -1085 (N -P, 7,8); 1995:185 -1937 (N,O 14); 1989:142 -46 (K,L 13) 1984:138 -445 (E, F 6) Area Seven — 1998:43 -1085 (N -P 21); 1995 185 -1936 (O,P 8); 1989:142 -44 (J -L 4) 1984:138 -446 (D -F 13) State Plane Coordinates Area One - X: 2971873 Y:870722 Area Two - X: 2972272 Y:869970 Area Three - X: 2973066 Y:868463 Area Four - X: 2975084 Y:864653 Area Five - X: 2976754 Y: 861667 Area Six - X:2978092 Y:859386 Area Seven - X: 2979817 Y:856450 Quadrangle: Kitty Hawk, NC (UL -SLR) 3. INVESTIGATION TYPE: CAMA Lat/Long 36.0981140 °, - 75.7098165° 36.0960131', - 75.7085511 ° 36.0918034 °, - 75.7060344° 36.0811590 °, - 75.6996368° 36.0728084 °, - 75.6943250° 36.0664235 °, - 75.6900574° 36.0582047 °, - 75.6845559° 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 1/24/2013 Was Applicant Present - Yes 5. PROCESSING PROCEDURE: Application Received Complete — 2/12/2013 Office - Elizabeth City Town of Kitty Hawk (Kitty Hawk Floodwater Management) Field Investigation Report Page 2 6. SITE DESCRIPTION: (A) Local Land Use Plan — Kitty Hawk Land Classification from LUP — Conservation and Beach Residential (B) AEC(s) Involved: OH (Ocean Erodible Area & High Hazard Flood Area) (C) Water Dependent: N/A (D) Intended Use: Public (E) Wastewater Treatment: Existing — N/A Planned - N/A (F) Type of Structures: Existing — Roadways, parking areas, sand dune system, beach access points Planned - Seven emergency floodwater pump connections (G) Estimated Annual Rate of Erosion: 2 ft. to 2.5 ft. Source — NC Division of Coastal Management 2011 Erosion Rate Map 7. HABITAT DESCRIPTION: [AREA, square feet (SF)] DREDGED FILLED DISTURBED (A) Ocean Hazard AEC 23,925 SF (B) Uplands 63,195 SF (C) Other (D) Total Area Disturbed: 87,120 SF (2.0 Acres) (E) Primary Nursery Area: No (F) Water Classification: SB Open to Shellfishing: No 8. PROJECT SUMMARY: The applicant proposes to install the infrastructure for seven emergency floodwater pump connections along the oceanfront to facilitate the pumping out of flood prone areas west of NC -12 due to ocean over -wash and severe rain events. Proiect Setting The sites of the proposed development are located between the US -158 bypass and the east shoulder of NC -12 within the Town of Kitty Hawk, Dare County, and are adjacent to the Atlantic Ocean. The oceanfront is ±19,000 feet long, and has an erosion rate of that varies from 2 feet to 2.5 feet a year. A frontal dune line is located on the east side of NC -12 and varies in height from 10 feet to 12 feet within the project areas. Existing beach material consists of medium to course sand with shell fragments. Vegetation along the oceanfront is sparse to nonexistent, with sea oats and American beach grass growing within the dune area. The properties adjacent to the oceanfront consist of mixed residential, commercial and public uses. . a , - Town of Kitty Hawk (Kitty Hawk Floodwater Management) Field Investigation Report Page 3 The area between NC -12 and the US -158 bypass has lower elevations than that of the roadways creating basin areas that flood in ocean over -wash events as well as heavy rainfall events. These areas do not have a formalized drainage system to remove the water. The majority of the structures within these areas are residential homes with septic systems, but there are also beach access parking areas as well as some commercial structures. The adjacent beach to the north is the Town of Southern Shores, and the adjacent beach to the south is the Town of Kill Devil Hills. The waters of the Atlantic Ocean in this area are classified as SB by the Division of Environmental Management, and are closed to shellfish taking. Development Proposal In the past, the Town of Kitty Hawk has been allowed to bring in pumps after severe ocean over -wash events and pump the water out into the Atlantic Ocean. In order to pump out the flooded areas, the pumps discharge lines had to be placed over NC -12, which effectively blocked the use of NC -12 until pumping was complete. In order to facilitate the pumping out of this water in future events while still allowing the use of NC -12, the Town is proposing to install 7 pump connection systems at various locations along the oceanfront area. The connection systems will consist of a grated 4 foot x 4 foot concrete collection sump within the flood prone areas that will be connected by 12" HDPE underground piping to a removable 8" standpipe located within the NCDOT right -of -way shoulder area on the east side of NC -12. The collection sumps are to be located within Town and NCDOT right -of -ways or easements and will be constructed at grade so as to not lower the water table. The sumps will be protected by filter fabric or other methods to keep sand and debris from entering the system. The 12" HDPE piping will be installed through conventional excavation and trenching; however, directional boring may be utilized if possible. The 12" HDPE piping will vary in length depending on the location area as follows: Area 1 will have ±420 feet, Area 2 will have ±280 feet, Area 3 will have ±840 feet, Area 4 will have ±280 feet, Area 5 will have ±490 feet, Area 6 will have ±560 feet and Area 7 will have ±730 feet of piping. Also, within Area 5, a combination of ±424 feet of 12" culvert and swales will be installed along Lindberg Avenue to direct water to the collection sump. The standpipes will be designed to be removable with an at -grade mechanical joint connection such that when the system is not in use, the standpipe can be removed and a blind flange can be bolted to the pipe fitting located at ground level. This will prevent vehicle collisions while also keeping sand out. The applicant anticipates that the installation of the collection system will have minimal impacts to Town roads or NC -12. When a flooding event occurs, temporary wheel mounted 8" suction pumps will be placed within the northbound lane at the standpipe connection points. There will be no dune disturbance associated with the placement of the temporary pumps. Discharge piping from the pumps will be made up of flexible and rigid sections and will be routed over the frontal dunes for discharge into the Atlantic Ocean. The ends of the discharge piping will be anchored in place and positioned as close to the tide line as possible. The Town has indicated that Public Works personnel will monitor and make adjustments to the discharge piping to prevent any scour within the beach area or frontal dunes. When pumping is complete, the Town will remove the pumps, standpipes and discharge lines and repair any damages to the dunes. Town of Kitty Hawk (Kitty Hawk Floodwater Management) Field Investigation Report Page 4 The applicant has indicated that the operational parameters of the proposed systems are concurrently being developed with the assistance of NCDENR agencies and that the systems would not be utilized without prior approval from NCDENR agencies after a flooding event. Anticipated Impacts • The overall disturbance associated with the installation of the pump connection systems, culverts and swale will be ±2.0 acres; however, if directional boring is utilized, disturbance will be greatly reduced. The disturbance within the Ocean Hazard AEC is ±0.56 acres. • During pumping events, temporary stormwater outfall may result in water degradation within the adjacent waters of the Atlantic Ocean. Submitted by: Ron Renaldi Date: 2/20/2013 MAJOR PERMIT FEE MATRIX Applicant: t;+14 Naas I, �-- Selection Development Type Fee DCM % DWQ % (143001601 4351000931625 6253) (243001602 435100095 2341) I. Private, non - commercial development that does not $250 100%($250) 0%($0) involve the filling or excavation of any wetlands or open water areas: II. Public or commercial development that does not $400 100%($400) 0%($0) involve the filling or excavation of an nds III. For development that involves the filling and/or excavation of up to 1 acre of wetlands and/or open water areas, determine if A, B, C, or D below applies: III(A). Private, non - D commercial development, if $250 100%($250) 0%($0) General Water Quality Certification No. 3490 (See attached ) can be applied: III(B). Public or commercial development, if General $400 100%($400) 0%($0) Water Quality Certification No. 3490 (See attached) can be applied: III(C). If General Water Quality Certification No. $400 60%($240) 40%($160) 3490 (see attached) could be applied, but DCM staff determined that additional review and written DWQ concurrence is needed because of concerns related to water quality or aquatic life: III(D). If General Water Quality Certification No. $400 60%($240) 40%($160) 3490 (see attached) cannot be applied: IV. For development that El involves the filling and/or $475 60%($285) 40%($190) excavation of more than one acre of wetlands and/or open water areas: . . 'q6W, & ASSOCIATES, LTD. r• r s i r RECEIVED FEB - 4 2013 COASTAL MANAGEMENT ELIZABETH CITY Town of Kitty Hawk Flood Water Management System Narrative January 25, 2013 The Town of Kitty Hawk, NC has a unique oceanfront landform which creates several large basin areas between NC 12 (North Virginia Dare Trail) and US 158 (Croatan Highway). During major storm events such as hurricanes and nor'easters, ocean water breaches the frontal dunes and inundates large areas of this portion of Town to flood depths exceeding five feet. In addition, there are rainfall events or series of rainfall events which inundate these areas as well. The Town has no formalized drainage systems within these areas and flood waters have been historically allowed to be pumped back into the Ocean after these flooding events. Many dwellings and yards are at elevations below NC 12 and US 158 so that when flooding occurs in these areas, private homes, onsite septic systems, wells, driveways and local roadways are affected. Flood waters can only recede by infiltration and evaporation. Flooding causes property loss, restriction of access for emergency services, malfunction of on -site septic systems, roadway damage, and health concerns for residents and dean -up workers. Flood waters have taken weeks to recede and usually pumping is the only solution to alleviate these conditions more efficiently. When pumping is allowed, the discharge lines must be located across NC 12 which makes this vital Town corridor impassible for days at a time. This condition creates greater difficulties for emergency service response, storm dean -up efforts, property owner access, and hinders damage assessment efforts. Access to property for storm damage repairs cannot be initiated until flood waters recede. This project includes the permitting and installation of seven emergency floodwater pump connections located along the oceanfront areas of Kitty Hawk. The system will include a concrete collection sump with grate connected by 12° HDPE underground piping with an fr standpipe located on the east side of NC 12. The collection sumps will be located within Town and State right -of -ways or easements and are designed to be located at the lowest elevations within each area of Town. All standpipe locations will allow for the conveyance or the discharge lines to pass through Town right -of -ways or easements to discharge into the Atlantic Ocean. Once permitted, these systems will be installed over a period of several year;. The method of collection inlet and piping installation will be by conventional excavation and trenching operations but Land Planning — Engineering — Environmental — Construction Management P 0 Box 3989 115 W Saint Clair St. 1011 Devil Hills North Carolina 27948 North Carolina License No C -1027 Phone 252 -aa1 -2113 w4m A/yemarfeQssmates com Fax 252 - 4414965 Town of Kitty Hawk Flood Water Management Systern Narrative January 25. 2013 may also include directional drilling and jack / boring. NCDOT may allow some areas of NC 12 to be open cut on a case by case basis. It is anticipated that most road crossing will be by directional drilling or jack & bore. There should be minimal impact to town roadways or NC 12 during the installation of these various piping and standpipe locations. The stand pipes are to be located along the east side of NC 12 in all locations. These standpipes will be designed to be removable with an at -grade mechanical joint connection. When the system is not in use, the standpipes will be removed and a blind flange will be bolted to the pipe fitting located at ground level. This will protect the piping from vehicular collisions and Will also keep sand from entering into the piping. The collection point drop inlets are set at grade and no groundwater lowering is proposed or intended for these systems. The inlets sumps too will be protected with fitter fabric and other methods to keep sand and debris from entering this end of the piping system. The operational parameters of these systems are concurrently being developed with the assistance of NCDENR Agencies. Ideally, the pumping of ocean over wash and other flood waters will begin as soon after the flooding event occurs. This historically has been allowed when significant amounts of floodwater are standing beneath dwellings, over septic systems and roadways within the affected areas. These systems will only be used when ocean over wash or severe rainfall events flood this area of the Town and are approved for use by NCDENR. When the system is needed, temporary pumps will be rented or borrowed and Will likely be no larger than wheel mounted, 8° suction pumps. These will be placed on the eastern northbound lane of NC12 at the stand pipe connection points. There should be no disturbance to the dunes for pump placement or locations. The discharge piping will be routed from the pump and over the frontal dunes for discharge back into the Atlantic Ocean. The discharge piping will be anchored at the discharge end and will be positioned as dose to the tide line as possible. Town Public Works personnel will monitor and make adjustments to the outlets to prevent scour of the beach areas and frontal dunes. Any damages to the beach or dunes Will be immediately rectified and pumping will cease in these locations until suitable and safe discharge can be reinitiated. Discharge hoses are anticipated to be a combination of fle)oble and rigid sections and will be placed to minimize any impacts to the frontal dunes or the flat beach areas. During pumping operations, the Town Will utilize temporary signage, the Town website and other public information resources to inform the public of the status of pumping operations, Nations, durations and other pertinent information. Upon completion of pumping operations, the Town will remove the pumps, standpipes, and discharge lines. Any damages to the dunes or scour that has occurred due to the pumping operations Will be repaired as necessary. . ,,l�Il1l41li��� RECEIVED FEB - 4 2013 COASTAL MANIAGEMENT ELlZACETH CITY 7 r ' M W4 RFUCAMINUr ffislorIM1910911rw.N (last revised 12127/06) MANAGEMENT 1. Primary Applicant/ Landowner Informadon Business Name Project Name (it applicable) Town Of Kitty Hawk JAN 31 2013 1 MI Last Name John MANAGEMENT 1. Primary Applicant/ Landowner Informadon Business Name Project Name (it applicable) Town Of Kitty Hawk Kitty Hawk Floodwater Management Applicant 1: First Name MI Last Name John Stockton (Town Manager) Applicant 2: First Name MI Last Name ff additional applicants, please attach an additional pages) with names listed. Mailing Address PO Box City State 549 Kitty Hawk NC ZIP Country Phone No. FAX No. 27949 USA 252 -261 - 3552 ext. 252 -261 - 7900 Street Address (if different from above) City State ZIP 101 Veterans Memorial Drive Kitty Hawk NC 27949 - Email jtockton@kittyhawktown.net 2 Agent/Contractor Informadon Business Name Albemarle & Associates, Ltd. Agent/ Contractor 1: First Name MI Last Name John DeLucia Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State 3989 Kill Devil Hills NC ZIP Phone No. 1 Phone No. 2 27948 252-441 - 2113 ext. 204 _ _ ext. FAX No. Contractor # 252 441 0965 Street Address frf diftmnt from above) City State ZIP 115 West St. Clair Street Kill Devil Hills NC 27948- Email johnd @albemarteassociates.com <Form continues on back> 252- 808 -2808 :: 1- 888- 4RCOAST :: www.nccoastalmanagement -net Form DCM MP -1 (Page 2 of 4) r IJAN 31 2013 APPLICATION for Major Development Permit u 3. ProjedLocaflon Ct ASI-X- County (can be multiple) Street Add(ess - J State Rd. # Dare Various NC #12 Subdivision Name City State Zip N/A Kitty Hawk NC 27949- Phone No. Lot No. (s) (if many, attach additional page with list) 252 —261-3552 - ext. N/A, I , a. in which NC river basin is the project located? b. Name of body of water nearest to proposed project Pasquotank Atlantic Ocean c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ❑Manmade []Unknown Atlantic Ocean e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ®Yes []No work falls within. Town of Kitty Hawk 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 19,008 ft. 228,602,880 sq. ft. c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or N/A, I I NWL (normal water leveq (if many lot sizes, please attach additional page with a list) 8 -10 ft. ❑NHW or ®NWL e. Vegetation on tract Lawn Grasses, Black Pine, Live Oaks, American Beach Grass f. Man -made features and uses now on tract Residential & Business g. Identify and describe the existing land uses adjacent to the proposed project site. Residential & Business h. How does local government zone the tract? L Is the proposed project consistent with the applicable zoning? BR - BC (Attach zoning compliance certificate, if applicable) Was []No ❑NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA National Register listed or eligible property? <Fotfn continues on next page> 252 - 808 -2808 .. 1- 888- 4RCOAST :. www.nccoastaimanagement.net Form DCM MP -1 (Page 3 of 4) JAN 31 2013 APPLICATION for Major Development Permit m. (i) Are there wetlands on the site? ; ❑Yes ®No (ii) Are there coastal wetlands on the site? c i - _: ❑Yes ®No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? []Yes []No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. On -Site Ground Absorption (pre- dominate) o. Describe existing drinking water supply source. Municipal p. Describe existing storm water management or treatment systems. None 5. Acth4dies and Impacts a. Will the project be for commercial, public, or private use? []Commercial ®PubliclGovemment ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. (See attached Town of Kitty Hawk Floodwater Management System narrative.) 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. (See attached Town of Kitty Hawk Floodwater Management System narrative.) d. List all development activities you propose. (See attached Town of Kitty Hawk Floodwater Management System narrative.) e. Are the proposed activities maintenance of an existing project, new work, or both? New f. What is the approximate total disturbed land area resulting from the proposed project? +/-2 ❑Sq.Ft or ®Acres g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA that the public has established use oft h. Describe location and type of existing and proposed discharges to waters of the state. Sheet flow discharge across sand beach to Atlantic Ocean I. Will wastewater or stomtwater be discharged into a wetland? ❑Yes ®No []NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ®NA j. Is there any mitigation proposed? ❑Yes ®No ❑NA If yes, attach a mitigation proposal. <Form continues on back> 252- 808 -2808 .. 1- 888- 4RCOAST .. www.nccoastaimanagement.net Form DCM MP -1 (Page 4 of 4) APPLICATION for Major Development Pe"it ; & Addidonallnformadon In addition to this completed application form, (MP -1) the hollowing items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application instruct/on booklet on how to properly prepare ttre required Items below. 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. Name (SEE ATTACHED) Phone No. Address Name Phone No. Address Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. None h. Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. j. 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. 17. CerlOcadon and Permission to Enter on Land 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 is truthful to the bes f my knowledge. Date December 12, 2012 Print Name O --1- ; dJ t„ k1-Z , , I% Please indicate application attachments pertaining to your proposed project. k , ,M % J ' ' _-1 ❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges aid Culverts - ®DCM MP -3 Upland Development ❑DCM MP-4 Structures Information i JAN 31 2013 I � 252 - 808 -2808 .. 1- 888- 4RCOAST .. www.nccoastaImanagement.net Form DCM MP-3 UPLAND DEVELOPMENT (Construction and/or land disturbing activities) REC'I :I%'rD JAN 31 2013 COASTAL NIANAGr=MENT ELIZABETH CITY Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be surela complete all other sections of the -Joint. Application that relate to this proposed project. Please include all supplemental informa$on - -- •- -- - -• - -- —_ _.._ GENERAL UPLAND DEVELOPMENT a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels. proposed. N/A 7 - Floodwater Management Systems c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads, ate). ditches, etc. N/A 1.7 to 2.0 Acres e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete) Division of Land Resources must receive an erosion and to be used for impervious surfaces. sedimentation control plan at least 30 days before land- disturbing Metal activity begins. (i) If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? ❑Yes ®No ❑NA (ii) If yes, list the date submitted: To Be Submitted g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also be covered by impervious and/or built-upon surfaces, such as require a Stomrwater Certification. pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of or parking. Water Quality for review? Less Than 1% ®Yes []No ❑NA I. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted: 11 -5-12 and/or built-upon surfaces, such as pavement, building, rooftops, or to be used for vehicular driveways or parking. Less Than 1% j. Describe proposed method of sewage disposal. k. Have the facilities described in item (i) received state or local N/A approval? ®Yes []No ❑NA If yes, attach appropriate documentation. So- r- r- r4 -;4;ea-+ton re e�� I. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stonnwater state (e.g., surface runoff, sanitary wastewater, industrial/ design? commercial effluent, 'wash down* and residential discharges). []Yes ®No ❑NA Surface Sheet Flow Across Sand Beach to Atlantic Ocean If yes, attach appropriate documentation. 252 - 808 -28082 :: 1- 888- 4RCOAST :: www.necoastaimanagement.net revised: 12/26106 Form DCM MP -3 (Upland Development, Page 2 of 2) m. Describe proposed drinking water supply source (e.g., well, n. (I) Will water be impounded? []Yes []No ®NA community, public system, etc.) (ii) If yes, how many acres? N/A N/A o. When was the lot(s) platted and recorded? N/A December 12, 2012 Date Kitty Hawk Floodwater Management Pro Name a J A r, Mil 1. p. If proposed development is a subdivision, will additional utilities be installed for this upland development? []Yes ❑No ®NA t ts-. ,..r,a .. ... •... v.w r- .-e-rc r � Y. • a r�N� JAN 31 2013 COhb AL !t) '! -r 1, C T 252 - 808 -2808 :: 1- 888- 4RCOASF :: www.nccoastaimanagement.net revised: 12126/06 0 N'6MAIM VANAU150 MALL AREA NAP 1 I A, �`:\ E" . ! I I G iTITu N HILTON GARDEN INN .. .. .. AE EL 9) (EL �m VA..0 FEB 12 2013 COASTAL NINNAGFNIENT' El -1ZAW einf *- a �S US 158 BYPASS TORN OkTIY HA NC- DFAFNa imkmmem C(SfESIMAE BYFDSTEEf& I.�AwLE PH�TVIO- PFQIOE PLMPCQJ�IW �t`"t'��� - .�� N CAI? TOW `'` < ptu m 11, d. ��(�S`�! PIMPCWH7W 1 $2000 EPW = $2000 ; 1� Cdub� VSLINPBASIN(IfK" 1 ® 3800 FAai =" 5800' 1Y HOPE ($DR 17) 390 @ $57 PER IF = $22,230 HOPE (DIRECT BORE SDR 11) 30 IF = $3,750 S�IhG& MUCtING 0.2 � $2.500_ SE @ ,500 AIR PBi AC = ES00 _ PEFmrh G DES001 8MP = IMP = $3,200 51.700 = tr t �� COJIN2*f.Y j6%) ILMP = $1,624 ; ,,!VG ,o _ TOPLESIMANDCClif $35.804 �,�/�/ ;'«,,,.t,,,�..•, =``�� �• AREA 1 — UNDBERGH AND BYRD — 5.5 ACRES ALT. #2 PROVIDE PUMP CONNECTI6W A&anmh a llfmMW U& PRONE -TO 0 100 20 1 OW 400 R MM OF IV 1 0 4 HAWK ttsw.us,.aaasu..t PO 9.3M '�c ---•� imomw..acmw DARE 00MR, NOM CAROLMA �)M,s„� QTTY HAWK SiIOmWAm IIAANACBIB)IT PLAN 6A LUL 16emarle Abwnsft & ASSOCIATES, LTD. UM 8'L AND L MMM AW- WT. #0 a•> b SCADS 1-1, JDATE 01/29/2013 07322D KHSW CAMA SHEET 2 OF 9 ATLANTIC OCEAN FE 112 2013 COA�-''FlI M1r: 1ri4i MAN O'k(W HAW - 136NNACE QW0MEMEN6 CC6fESIMAE UN3EO1AW E& FOCKS7IEET PR &SWO& PUMPCQmr�U7J - - TOPLESIMA'EDCC67 $32.272 AREA 2 - LINDBERGH AND FONCK - 4.0 ACRES U.S. 158 BYPASS TM OF KM HAWK DARE COUNTY, NOM CAROLM TY HAWK BTOIIWAIM MANAGEMENT PL L WBEFIGH AVENUE AND FONCK SWEET L111111111111J//l CARp''!�, ASS i SE � /I.JJ1111111l11 X11111` AREA PRONE TO FLOODING ml. OINRID 6CAI L+ I� 2Wrt Ab—b AA=odt ,W 115Pfaff3LQ*sb w PA 9.3ms Im DM M& NC Z7818 R—c - -_� P_UNPCUIEGIM - 1- @ $2.000 EPOi = 32.000 COIH.7W SLMP BASN 1 ' @ $2,500 mH = $2,500 12' HDPE (SDR 17) 250 (s� 357 PER IF = $14,250 12' HDPE (DIRECT BORE S_ DR 11) 30 @ $125 , PER IF = $3,,750 SANG& MUWPG 0.1 @ $2.500 Phi AC $2_50 ,DRIEIMY OPEN CUfB REPAIR 9 @ $65 PER SY' _ $585' P6iAf1M' IMP = $3.200 DE90Y _ - - [IMP _ $_4,200 COJ<ILN(5 %) IMP = $7,537 TOPLESIMA'EDCC67 $32.272 AREA 2 - LINDBERGH AND FONCK - 4.0 ACRES U.S. 158 BYPASS TM OF KM HAWK DARE COUNTY, NOM CAROLM TY HAWK BTOIIWAIM MANAGEMENT PL L WBEFIGH AVENUE AND FONCK SWEET L111111111111J//l CARp''!�, ASS i SE � /I.JJ1111111l11 X11111` AREA PRONE TO FLOODING ml. OINRID 6CAI L+ I� 2Wrt Ab—b AA=odt ,W 115Pfaff3LQ*sb w PA 9.3ms Im DM M& NC Z7818 R—c - -_� F�c �i)M7-0888 CM) 44149M C.Lw1b.�Ni/.C•1VO b�emarle 11b AoamoY b M ftk Ltd AmaMlb6d MyW ULw "°, & ASSOCIATES, LTD. M /CHKD KCI\/JMD l n lvvnn - vul vv n l - "I lu rIC DATE 01/29/2013 07322D KHSW CAMA SHEET 3 OF 9 2013 -02 -08 REVISED TO SHOW FIRM VE (EL FEB 7 2 2013 1 An ANRC — rI - - -- r WATERM s nr Ail N CROATAN HWY Tom cFKrnYHAWK -DSWN IMFRMMMC03fESIMAE LIr[WWAN E& BEMEWSIUT' PRaRE SUMP & PIMP Ca#f0CN PUMPCaffcm I @ $2,000 EWA = 82,000 COIEC"SIMPBA§N 1 (dj 82,500 WH = 82,500 12' HOPE (SDR 17) - r 8.10 'Q 857 FOR IF _ ' $46,170 12' HDPE (DW&BORE SDR 11) 30 @1 5125 PER IF = $3,750 SE®PG& MUCHIG 02 $2,500 PEF AC = i $500 6ffih*Y OPBJ CM RB*R 32 , � - 8_65 PER SY = $2,080 PEWIft6G OMP = 83,200 O6 2k - ILMP = 84,200 CQJIKI3[N(5 %) OMP = 83,010 - TWLESim*15 Sf $67,410 AREA 3 — LINDBERGH AND BENNETT — 3.7 ACRES mm US 158 BYPASS `\,(11un1onrriii 2, 2� ARE PRONE TO FLOODING 9 ' �,� ti''v i,u,o, nun,•• V .� Orb �: 0 100 200 ON 1 Na -200 rt TOWN OF y�y HAWK ���y Amnnwb &Amcbbm 1m NI 11 fY1�11� +swwsLaN9 PO Bm NC2 ��0�y������� �w�w`0 �s ID! OM W) 411:7018 ^� DM E oaKr% ■ O X00 0 CA OL X0'0 Phu,c QIQIHtd119 \ :aRSxru,aesa . emarle KIM HAWK 81710E MA-M AAM�If PLAN 6 bA L11 " o"--°°'"^Y"°"°° & ASSOCIATES, LTD. U DBBM AVBM AND BB#ETT emmu ul .&%Wonb Palmlatl ' FIMW NO 5A DWN /CHKD KCA/JMD En ineerin - Surveying -Land Plannin SCALE r-W DATE 01/29/2013 07322D KHSW CAMA SHEET 4 OF 9 2013 -02 -08 REVISED TO SHOW FIRM ZONES r) F E B 12 2013 _ AI — v AXAMIIG OCEW I c owl w N VIRGINIA DARE TRAILv� wA W US 158 BYPASS N CROATAN HWY Tom 01Q11Y HA* - D6NNvE impR Hi m OCbTESIMAE AM-"E AsWdstW Ua .a'.�.. „sWo8IBAB PO ot KO Dsd NE; NC 2181E F=M"14M A LINEHO•IMSLI BE1fl1PLMPdMECIEN HAW( . C. L d Lk— Nw 0102, A<$fi41E PRM>r SLMP & PIMP CO�IW OY HORS ST '" E "Aa..btMLa Y»RddO.mlhQ 010El� fEM DWN /CHKD KCA/JMD _ PLMPC0iW9N 1 @ $2,000 ECH = $2,000 C003a0U SLMP BASIN 1 ' (d1 $2.500 661 = $2.500 1Y HDPE (SDR 17) 250 (dj' $57 RR IF; = $14,250 IT HDPE (DRECTBORE SD_R 11) 30 @ $125 P92 IF = $8,750 SEECIN38 1AUCHh3 6.2 @ $2,500 PER PC = $500, D(IIaIAYOPBVCN'8, REP/VR 15 $65 PER SY = $975 P6MIIRG - W1gP $3.200 DESIM WP' = $4,600 COYII�[.Y(5 %) ILMP = $1,359 TOWLESIMAibcd F ' $33334 AREA 4 — LINDBERGH BETWEEN BLERIOT AND HAWK — 11.7 ACRES 073220 KHSW CAMA SHEEP 5 OF 9 �`t�lttluli rrrrr N CA „Ro `' SS AREA PRONE TO FLO V ONtfto I” TM OF KM HAWK DARE COUNTY, NORTH CAROLNA AM-"E AsWdstW Ua .a'.�.. „sWo8IBAB PO ot KO Dsd NE; NC 2181E F=M"14M A . C. L d Lk— Nw 0102, OM HAWK STOMMATIM MANAGEMO f PLAN U DBE iM BETW M BL9BDIr MD HAWK (ALT.42) '" E "Aa..btMLa Y»RddO.mlhQ 010El� FIMM NO. 813 DWN /CHKD KCA/JMD SCALD r -M DATE 01/29/2013 4:A 16emarle & ASSOCIATES, LTD. 2013 -02 -06 REVISED TO SHOW FIRM d PUMP ATLANTIC OCEW CONNECTION � — - w gAEC--r-----lC PUBLIC BEACH COLLECTION , OSUMP BASIN U.S. POST OFFICE T (WJcFKriYHAW(- DBMN&--IMWOEI1eMCCS ESIMAE EASfW11YHNKRM& HWESNET PWdE SIMP & PIMP C0NKlE J @ SEA DLN3 rEfA PUNPCaiam i 1 0 $2.000 SkCH = $2,000 COIEOOMSUNPBA9W 1 @ $2,500 EAM = $2,500 12' HDPE (SDR 17) 530 @ $57 PER IF = $30,210 17 HDPE (DIRECT BORE SDR 11) 30 '@ $125 PER IF = ' $8,750- 12' HDPE (DIRECT BORE SD_ R 17) 210 Q $115 PER IF = $24,150 SBON3& MUCHM 02 @ $2,500 PER Pb = $500, FBNEREMOE& RESET 1 (d $500 EPpi = $500 PEimnim IMP = $3,200 DESIGN IMP = $3,700 _ L H�L(EAS6NBJl5) WNP CO11NErCN(5 %) - ILMP = $3,651 TORtSCMAIEI)COSE $78,681 AREA 6 - PERRY TO HURDLE - 7.3 ACRES TOWN OF KM HAWK DARE COMM, NOM CAROLINA QM HAWK STORMWA70 MANAGBIMT PLM EAST KM HAWK RD: AND HL DLE ST. F IMM NO: 8A SCAM ir-W 07322D KHSW CAMA SHEET 7 OF 9 f FEB 12 2013 I US 158 BYPASS �,111uunnu)�� S Q� ` '- AREA PRONE TO FLOODING �5 mvpw em" i A• RGG �• 0 Im Too 1 RM TOO R. Abe "AA- bd.I.Aui 116WW8Lo*Bb" P,O 3M 1m OM IM, NC MG Ff. AM)"J_-Y113 � FaQ M)441NI em are Cmtdu- N0.410a ilit doo.MbQr p.pwyd ob.mmb a #-.ww , LW "' �« P & ASSOCIATES, LTD. DATE 01/29/2013 2013 -02 -08 REVISED TO SHOW FIRM ZONES - -- -PCWdN SlfgT& C<M*CE tSlE3ET - - „ _ 0 9.3W ' l0 CsN 1� MC 2113 AOm^T:: PmMmSUMP& PUNPcdmL-ICN@j WEQFG TAl3Af1Y nEM ' ; PIMP CCNE= 1 C1 $2,000 EkCH = $2.000 caabicNsLmPBAsN 1 @ $2,500 &CH = $2,500 12• HDPE (SDR 17) 590_ @1 $57 PER IF = $33.630 1Y HDPE (DIRECT BORE SDR_ 11) 90 @ $125 PW IF = $11,250 PAI8Mg4fOPEWC 41i REPAIR 14 @ $72 PER SY = $1,008 SEECIN3& MUWKB 03 @ $2,500 PER AC = $750 DRJ-9AAY OPEN cum REPWR 41 6 $65 PER SY = $2,665 114MEISVIWE 11006 $6 RR 0= _ $6.600 PE3 Muni IMP = $4,700 DEEM IMP = $6.200 WJiIG3C.Y(5 %) IUAP TOPLESIMA73)0XE , $74.868 FEB 12 2013 f r WATER M d� �, sue' �i±rt♦�� Kim zs �1 ���1 LJUKAUL MUMMY aeALL ROATAN HWY r9R GREATER VOLUME mom) 7 - POSEIDON AND GOOSANDER - 15.9 ACRES 3 ZEMTiON - .`�` CAR d",,, i .` 22 Qom• ®���5 /p "!� �: S A- _ = AREA PRONE TO FLOODING ALT. #2 PROVIDE SUMP AND pUlllif�` w m AT INT. OF GOOSANDER AND TATEWAY ,woM R AOempls A Amrltlet, w. TOM OF KITTY HAWK „ _ 0 9.3W ' l0 CsN 1� MC 2113 DARE COIIRY, NOFM CAROL W ' ; Ca�G12 (M MW 81-0FWAM MAM03,11PLAN ` —atA emarle POWDON ST. AND GOO64CIM 8T. C&T. #10 tl4 loft Mtlmb Wnftl. ""°°'°""°° t- "ar-d- &ASSOCIATES, LTD. KCA/JMD GOALS r -W IDATE 01129/2013 O 1ca, u - vw vv u 07322D KHSW CAMA SHEET 8 OF 9 2013 -02 -08 REVISED TO SHOW FIRM ZONES LINDBERGH AVE '—l`-, w aMAN17C MEW I 1 N CROATAN HWY Taws Of Katy tl" - Orehuge hrr�s Cost Eit mete GRAFyy y���pw- SC r•• •mil• r YV SCALE U KDeMb Avenue between ltistak Street d Markh Lane ne. 1. a /womn ue 131Po 0.3 �' Im De�8 r8f14 NC 27918 " ftmcB Pmdde Sump & Pang Camaclon a Sta ft lane THE PREPARATION OF THIS 0 Lem um Fa�c �)N11�63 Dmp idol 1 ® $2.500 each a AREA PRONE TO FLOODING collection rmws Basin 1 ® S&SW each a $2.500 IT HDPE (SOR 17) 400 ® $57 per M a 96.220 Ir HDPE (DIRECT BORE SOR 11) 30 ® $125 per e a $3.750 Sewing & Wild g 0.2 ® $2.500 per ac a $500 D Open Cd & Repair alb ® $65 p� a $5.72 0 pemdft a ,► oesioh km w a $3.140 Y (5%) koM ° A Tdd Esudlo d Cost $49.185 „m,,� DWN /CHKD KCA/JMD 1 INCH = 200 FT. 6 FKXM NO. 7A DATE 41/29/2013 Engineering - Surveying - Land Planning SCALES 1' - 200' aMAN17C MEW I 1 N CROATAN HWY Taws Of Katy tl" - Orehuge hrr�s Cost Eit mete GRAFyy y���pw- SC r•• •mil• r YV SCALE U KDeMb Avenue between ltistak Street d Markh Lane ne. 1. a /womn ue 131Po 0.3 �' Im De�8 r8f14 NC 27918 " ftmcB Pmdde Sump & Pang Camaclon a Sta ft lane THE PREPARATION OF THIS 0 Lem um Fa�c �)N11�63 Dmp idol 1 ® $2.500 each a AREA PRONE TO FLOODING collection rmws Basin 1 ® S&SW each a $2.500 IT HDPE (SOR 17) 400 ® $57 per M a 96.220 Ir HDPE (DIRECT BORE SOR 11) 30 ® $125 per e a $3.750 Sewing & Wild g 0.2 ® $2.500 per ac a $500 D Open Cd & Repair alb ® $65 p� a $5.72 0 pemdft a $3.200 oesioh km w a $3.140 Y (5%) koM ° $2.195 Tdd Esudlo d Cost $49.185 AREA 5 — LINDBERGH BETWEEN HISTORIC ST. AND STARFISH LN. — 16.1 ACRES 659—M A I FEB 12 2013 �rtti>pl� U.S. 158 BYPASS ``�h�hu a urrrrrrr CAR, � O � ,�; ''''rrrrrr�rrrrDtf`�''. melon vwcw roue cucc-r a nc a , I GRAFyy y���pw- SC r•• •mil• r YV SCALE Tan d Kitty Hoak - Drainepe Improverrherds Cost Estlhnate ne. 1. a /womn ue 131Po 0.3 �' Im De�8 r8f14 NC 27918 " ftmcB Lehmarglh Atum between Hstak SL & Starlsh tare THE PREPARATION OF THIS 0 Altemos- Pmhide 0 e Caareation 4om Hkstak Street to SMMsh Lane um Fa�c �)N11�63 Dmp idol 1 ® $2.500 each a $x.500 IT HOPE 450 ® $21 per M a $9.450 Clearing 0.5 ® 53.500 per ac - 51.750 Grade svwde 750 So per M a $4.50D odiewar open ON d Rep* 90 ® $65 Per sy = WAM SeedlM 3 Mhddrng 0.5 ® W-500 per ac a 51250 0-IM karw a 53.000 Contingency (5%) kslw a $1.415 Total EsMuM Cost- 715 melon vwcw roue cucc-r a nc a , I GRAFyy y���pw- SC r•• •mil• r YV SCALE DAFT COI M, NORTH CAROLINA ne. 1. a /womn ue 131Po 0.3 �' Im De�8 r8f14 NC 27918 " ftmcB _ THE PREPARATION OF THIS 0 100 200 400 �e -- ' TOM QF KM ■ AWK Fa�c �)N11�63 ,ti FIGURE WAS FINANCED tN '` ' ro` KITTY HAWK STOMWATM MAN GB43 r PLAN PART THROUGH A GRANT Ol•A.e. Ml l p.•w0ld 116emarle PROVIDED BY NCDOT. LWDB�'I BETWEEf�I HWOFW AND STAFMH nb.—M a �e..dMM r.• "°'': &ASSOCIATES. LTD. (IN FEET) „m,,� DWN /CHKD KCA/JMD 1 INCH = 200 FT. 6 FKXM NO. 7A DATE 41/29/2013 Engineering - Surveying - Land Planning SCALES 1' - 200' melon vwcw roue cucc-r a nc a , I 0 COLL.EC71M SIB R480V A11® PUMP 1. USE 4,000 PSI CLASS CONCRETE THROUGHOUT WITH REINFORCEMENT PER NCDOT 840.45. STRUCTURE SHALL COMPLY WITH ASTM C913 2. REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX DIMENSIONS. 3. PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT FENCE UNTIL STABILIZATION IS COMPLETE. TRAFFIC RATED PRECAST REINFORCED LID FRAME SHALL BE 32" SLOTTED MANHOLE AND RING. COORDINATE OPENING WITH NCDOT 840.14. THE PREPARATION OF THIS FIGURE WAS FINANCED IN PART THROUGH A GRANT PROVIDED BY NCDOT. (SEE PLANS) 6" (TMP) v REMOVABLE SINGLE OR DUAL STAND PIPE CONNECTION 6' -8' EXISTING PAVEMENT SECTION — NC 12 ------- .L------- 230 LF 12" SDR 11 HDPE r '. • i W �.i CONCRETE ANCHOR COLLAR 3' 12" SDR 17 (SIZE AND SPACING AS HDPE PIPE RECOMMENDED BY THE PIPE MANUFACTURER) 12" SDR 17 HDPE PIPE DAFT COUNTY, NORTH CAROLM TOWN OF KITTY HAWK KITTY HAWK STORMWATM MANAGOWE 11' PLAN s r DETAIL FOR AREAS 1-7 AND 9 Abonwb 6 Auochow L11 117 West 9. Cbtr smd PA. 8. 7880 Xo ee,81®1. NC 2791! Phw 982)441-2117 FQ MM N14M C "L mlt— No. r-iov 7Lb Aonst" d b O"'o W ty a1 Ab-.ft s Apodebl, lffi AorVw1nftWrv.Wd Any m> dbrAn, b PMieed. 01 E E 0 12 2013 I I , J MECHANICAL JOINT WITH BLIND FLANGE WHEN NOT IN USE CONCRETE COLLAR 12 "X8" REDUCER ````1111u1tttn7,,,�� CAS SS / � % '�� emar e & ASSOCIATES, LTD. Engineering - Surveying - Land Planning