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Home My WebLink AboutSW8110706_APPLICATION_20110713 (3)sS>Js /10170C-:�' F DENR Ube ONLY �� North Carolina Department of Environment and Reviewer _J6 ._ IR* Natural Resources Submit: �1 NCDENR Request for Express Permit Review Time: I ! 2 Confirm: ^ I LJ FILL-IN all the Information below and CHECK the Permit(s) you are requesting for express review. FAX or Emau the completea Corm to Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same Items expected in the application I of the project location. Please include this form In the application package. • Asheville Region -Alison Davidson 828.296.4698;allson.davidson alncmafl.net • Fayetteville or Raleigh Region -David Lee 919-791.4203; davld.feear cmall.net • Mooresville & -Patrick Grogan 70"63.3772 or paildck.groaan aAncmail.npt O C • Washington Region -Lyn Hardison 252-946.9215 or Ivn.hardisonfincmail.net • Wilmington Region -Janet Russell910-350.2004 or janet.russell(rDncmail.net NOTE: Project application received after 12 noon will be stamped In the following work day. Project Name: THE SNEADS FERRY INN County: ONSLOW Applicant: MARK MAYNARD, MANAGER Company: THE SNEADS FERRY INN, LLC Address:1510-A SOUTH FRONT STREET City: WILMINGTON, State: NC Zip: 28401- Phone: 910.612.3633 Fax:: - Email: MLEEMAYNARO@GMAIL Physical Location:_ Project Drains into MILL CREEK waters - Water classification SA: HOW (for ciassl0caton see-htto://h2o,enr.state.nc.usibims/reports/reportsWB.hini) Project Located in WHITE OAK River Basin. Is project draining to class ORIN waters? N , within Yr mile and draining to class SA waters N or within 1 mile and draining to class HOW waters? Y Engineer/Consultant: DAVID L. MENUS, P.E. Company: STROUD ENGINEERING, P.A. Address: 102-0 CINEMA DRIVE City: WILMINGTON State: NC Zip 28403-_ r.t �,TV]CD Phone: 910-815-0775 Fax::910-815.0593 Email: LMENIU ()STROUDENGINEER.COM SECTION ONE: REQUESTING A SCOPING MEETING ONLY i JUL 13 2011 ❑ Scolding Meeting ONLY ® DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING 171401 Unit ❑ Stream Origin Determination: _ If of stream calls - Please attach TOPO map marking the areas in questions ❑ IntermittentiPerennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions ❑ 401 Water Quality Certification ❑ Isolated Weiland (_linear It or _acres) ❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance ® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site (SW _ (Provide permit #)) ® High Density -Detention Pond 1 # Treatment Systems []High Density-Infiltrallon _ #Treatment Systems ❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density-Stormwater Wetlands _ # Treatment Systems❑ High Density - Other —# Treatment Systems /❑ MODIFICATION: ❑ Major ❑ Minor ❑ Revision SW _(Provide permits) ❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront ❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use)) SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request) Wetlands on Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: _acre(s) Wetlands Delineation has been completed: ❑ Yes ® No Isolated wel and on Property ❑ Yes ® No US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit Received from US ACOE ❑ Yes ® No For DENR use only Fee SolltformulliDleoermits: (Check# 1 Total Fee Amount t SUBMITTALDATES Fee SUBMITTAL DATES Fee CAMA S Variance (❑ Mal; ❑ Min) $ SW (❑ HD, LD, ❑ Gen) I $ 401: $ LQS I S Stream Deter— $ —Aq-06 f s 0 n u S Gr S NCDENR EXPRESS September 2008 SCALE 1:24 000 Glmf6Ri -��ED I JUL 1 3 2011 Project Narrative The Sneads Ferry Inn 7/13/2011 Project Summa The Sneads Ferry Inn, LLC is proposing to construct a 23 unit hotel on approximately 1 acre of land on NC 210 just south of its intersection with NCSR 1518. Proposed access to the hotel will be directly onto INC 210 by a single driveway. The proposed driveway location has been shifted 60' south from the existing driveway location to minimize the width of the gore striping in the center turn lane. The site will be afforded public water via a tap on the adjacent ONWASA main. Additional taps will be made to facilitate a new hydrant and a fire suppression system. Sewer service will be provided by an onsite grinder station pumping to a Pluris force main in the opposite shoulder. Site Description The topography of the site area is generally flat, with slopes ranging from 0 - 5% in most areas. An unnamed tributary to Mill Creek is located to the east of the property. The site was recently occupied by another commercial use, which has now been demolished. A driveway, gazebo, and concrete slabs remain onsite. These items are to be removed prior to construction of the hotel. The site is cleared of most woody vegetation. Adjoining property is to the south and west is primarily undeveloped woodland. The intersection of NC 210 and Old Folkstone Road lies 500' north of the site and feature a number of commercial uses. Properties to the east are a mix of undeveloped parcels and residential. Soils Soils in the project area are mapped in the National Cooperative Soil Survey as primarily Baymeade Fine Sand, which is characterized as a well drained soil with rapid infiltration, moderately rapid permeability, and slow surface runoff. The northern corner of the site is mapped as Onslow loamy fine sand. Planned Erosion and Sedimentation Control Practices The proposed stormwater pond will be used as a sediment basin during construction. Silt fencing will be used around the perimeter of the site to help divert runoff towards the pond and establish the limits of disturbance. Silt fence will also be used around flared end pipe sections. Stone and hardware cloth type inlet protection will be utilized at the drop inlet and outlet structure. A temporary gravel construction entrance will be located at the proposed driveway. Planned Stormwater Manaaement Practices A high density stormwater permit will be sought as the site will have a built upon area of 65%. The site drains to an unnamed tributary of Mill Creek (SA; HOW), which is In excess of miles away. All runoff from impervious surfaces is directed to the pond by way of a parking lot with an inverted crown section. A single drop inlet is located in the northern corner of the parking lot to convey runoff to the wet detention pond's forebay. The curbing in the vicinity of the drop inlet is depressed to allow emergency drainage to tho forebay should the inlet become clogged with debris. The pond is sized to provide 90% TSS removal a 1.5" storm. The pond outfall connects to an existing pipe in the southeast corner of the property which outfalls at the property line. An existing corrugated metal driveway culvert in INC 210 will be removed and replaced by a concrete pipe of the same length and diameter 60 feet to the south to facilitate the new driveway location. — JUL 1 4 2011 Name o/ Stream Description Curr. Class Date Basin Stream Index # Intracoastal From northeastern SA;ORW 01/01/90 White Oak 19-39-(0.5) Waterway boundary of Cape Fear River Basin to oaybeacon 917 including all unnamed bays, guts, and channels Intracoastal From Daybeacon #17 to SA;HQW 06/01/56 White Oak 19-39-(3.5) Waterway New River including all unnamed hays, guts, and channels , Rogers Bay Entire Bay SA;HQW 06/01/56 White Oak 19-39-1 Goose Bay Entire Bay SA;ORW 01/01/90 White Oak 19-39-2 Alligator Bay Entire Bay SA;ORW 01/01/90 White Oak 19-39-3 -Mill Creek From source to SA;HQW 06/01/56 White Oak 19-39-3-1 Alligator Bay Chadwick Bay Entire Bay SA;HQW 06/01./56 White Oak 19-39-4 Fullard Creek From source to SA;HQW 06/01/56 White Oak 19-39-4-1 (Salt Branch) Chadwick Bay Biglins Creek From source to Fullard SA;HQW 06/01/56 White Oak 19-39-4-1-1 Creek Charles Creek From source to Fullard SA;HQW 06/01/56 White Oak 19-39-4-1-2 Creek Bumps Creek From source to Fullard SA;HQW 06/01/56 White Oak 19-39-4-1-3 Creek Hell Gate Creek From source to SA;HQW 06/01/56 White Oak 19-39-5 Intracoastal Waterway Cowhorn Swamp From source to New C;NSW 08/01/91 White Oak 19-4 River Juniper Swamp From source to Cowhorn C;NSW 08/01/91 White Oak 19-4-1 Swamp Bear Prong From source to Cowhorn C;NSW OB/01/91 White Oak 19-4-2 Swamp Margaret Branch From source to Cowhorn C;NSW 08/01/91 White Oak 19-4-3 Swamp Jenkins Swamp From source to Cowhorn C;NSW 00/01/91 White Oak 19-4-4 Swamp Wards Channel From Intracoastal SA;HQW 06/01/56 White Oak 19-40 Waterway to New River Intracoastal From New River to SA;HQW 06/01/56 White Oak 19-41-(0.5) Waterway northeast mouth of Goose Creek Intracoastal From the northeast SA;ORW 01/01/90 White Oak 19-41-(14.5) Waterway mouth of Goose Creek to the southwest mouth of Queen Creek Intracoastal From the southwest SA;HQW 06/01/56 White Oak 19-41-(15.5) Waterway mouth of Queen Creek to Whiteoak River Howard Bay Entire Bay SA;HQW 06/01/56 White Oak 19-41-1 Bear Creek From Shacklefoot SA;HQW 06/01/56 White Oak 19-41-10 Channel to Intracoastal Waterway Page 6 of 11 JUL 1 4 2011 Y:-_ i 11-07-09 07:12:16 TYPICAL PANNING LOT SECTION I— TNCEENLN BDG9 emENALN P PAYE 8T NT S8 AT-.o b. uuro n'7.^MLhP144:4£,ioN GA'�J�IJ�.�FJLIL a_ _...- ............... . _ :YS N.C. HIGH WAY 210�— m�'�' OUTLET STRUCTURE SPILL CURB IU) I 1T0 PRELIMINARY NOT FOR CONSTRUCTION NS TRA6H'6CREEN Zi) JUL 1 3 2011 RECEIVED JUL ] 4 Z011 BY: