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HomeMy WebLinkAbout20051169 Ver 1_COMPLETE FILE_20050624O?O? W A T ?q?G 7 r Q liiio?vwmvilw C Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources September 19, 2005 Mr. Hubie Tolson New Bern River Station TTMAM, LLC 227 East Front Street New Bern, NC 28560 Subject Property: New Bern River Station Neuse River [030410, 27-(96), SC, SW, NSW] Approval of 401 Water Quality Certification with Additional Conditions Dear Mr. Tolson: Alan W. Klimek, P.E. Director Division of Water Quality DWQ Project # 05-1169 Craven County You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 0.08 acres of wetlands for the purpose of developing a residential subdivision at the subject property, as described within your application dated May 13, 2005 and received by the N.C. Division of Water Quality (DWQ) on June 24, 2005, with more information received by the DWQ on September 12, 2005. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use Nationwide Permit(s) NW 18 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge, and other regulations. 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 or CAMA Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: 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: I :J Amount Approved nits Plan Location or Reference 404/CAMA Wetlands 0.08 acres PCN 401 Oversight/Express Review Permits 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 / Internet: http://h2o.enr.state.nc.us/ncwetlands o Nr hCaro ina NIM(rallly An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper New Bern River Station, TTMAM, LLC Page 2 of 3 September 19, 2005 2. Erosion & Sediment Control Practices 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 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 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 Pre-Construction Notification. 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. No Sediment & Erosion Control Measures w/n Wetlands or Waters 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. 5. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA Permit. New Bern River Station, TTMAM, LLC Page 3 of 3 September 19, 2005 If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in Raleigh at 919-733-1786 or Kyle Barnes in the DWQ Washington Regional Office at 252-946-6481. Sincerely, 4 Alan W. Klimek, P.E. AWK/ijm Enclosures: GC 3402 Certificate of Completion cc: Kevin Avolis, P.E., Avolis Engineering, P.A., P.O. Box 15564, New Bern, NC 28561 USACE Washington Regulatory Field Office DWQ Washington Regional Office DLR Washington Regional Office File Copy Central Files Filename: 051169NewBemRiverStation(Craven)401 AVOLIS ENGINEERING, P.A. P.O. Box 15564 • New Bern, North Carolina 28561 • (252) 633-0068 J_P September 1, 2005 Ms. Cindy Karoly Supervisor F , ;" ?.. 401 Oversight/Express Review Permitting I &t [ r n NCDENR - Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 RE: DWQ Project # 05-1169, Craven County New Bern River Station TTMAM, LLC - N W P 18 New Bern, North Carolina AE Project No. 04146 Dear Ms. Karoly: ??\} S 005 ,EP ? 2 DENR - 'VVAFLR OUPLI Y WERMIDS AND S1GWAVAFIR BRANCH In response to your July 11, 2005 letter, attached please find the following additional information for the referenced project: Craven County Soil Survey (Three Copies) Project Plans Showing Stormwater Management System (One Copy) Statement from Division of Coastal Management relating to No Coastal Wetlands being present on the subject property. The subject property has been designed to avoid impacts to the Neuse Riparian Buffer areas. No impacts to the Neuse Riparian Buffer areas are proposed as part of the proposed construction. Attached with this letter is a statement from Mr. Mark Hardeman of the Division of Coastal Management confirming that no coastal wetlands are proposed to be impacted by the proposal. The 50 foot Neuse Riparian Buffer limits are delineated on the attached plans. No Neuse Riparian Buffer Impacts are proposed. The project is located in a coastal county and a stormwater permit has been submitted through the Washington Regional Office of the North Carolina Department of Environment and Natural Resources for this project. Additionally, the project is located within the City Limits of New Bern and must comply with the City of New Bern Stormwater Program which requires the reduction of nitrogen and post-development runoff levels from the site. Each of these permits were submitted concurrently with the request to fill the wetland areas. Stormwater features include the installation of a vegetated swale which would fully contain the one-inch storm volume. This vegetated swale will release runoff to a stormwater retention pond which would discharge runoff through the existing public storm sewer system adjacent to the site. The stormwater measures proposed fully comply with the Coastal Stormwater Regulations and the City of New Bern Stormwater Program. The attached project plans delineate the full extent of the stormwater control system for the site. It is requested that you continue with your review of the 401 Water Quality Certification associated with this fill. Additionally, the project has been submitted and approved for mitigation through the Ecosystem Enhancement Program. It is proposed that a contribution be made to the Ecosystem Enhancement Program associated with the proposed 0.08 acres of impact. I have included a copy of the acceptance letter for this project for your consideration. Sincerely, in Avolis, P.E. Vi -President AVOLIS ENGINEERING, P.A. Civil and Environmental Engineering PO BOX 15564 NEW BERN, NORTH CAROLINA 28561 PHONE: (252)633-0068, FAX (252)633-6507 SOIL SURVEY NEW BERN RIVER STATION SUBDIVISION PROPERTY NEW BERN, NORTH CAROLINA QS - I k 61q JUL-25-2005 MON 10:50 AM NC DIV OF COASTAL MGMNT FAX NO. 4 P. 02 10-1 IWA <-' * NCDWR? North Carolina Department of Environment and Natural Resources Division of Coastal Management Mi(l)ord 117. Govo(nor Charles S. Jones, Director William G. Ross Jr., Secretary July 25, 2005 Avolis 1;:nctincorin0, P.A. A 1' 1'N: Mr. Kr-win Avolis, P.F. Vice President 11.0, Box 15564 Now (3rrir, NC 28564 RE: Now Stern Rivcr Station SID t=rust rront Strect, New Bern, NC AF Project No. 04146 D ar Mr. Avolis; As por our site visit on July 5, 2005, it was determined that no coastal wetlands would ba, irripac:ted by your proposal. Feel free to contact me with any further questions you rrtny hcnvu. Si?ic:errly, Mark I-I-?trdernari (',o,v-;1 al Managornent Field Reprosentative MI-l/!•rk 400 Commerce Avenue, Morehead City, North Carolina 28557 Phony;: 2152-808-2808) FAX: 252-247-33,301 Internet: www.nccoastalmanagement.net Ao Fgud Opportunity 1 Af innolivo Action fnmloyer - 50% Recycled 110% Post consumer Pupor Z7 AVOLIS ENGINEERING, P.A. P.O. Box 15564 • New Bern, North Carolina 28561 • (252) 633-0068 May 26, 2005 Division of Water Quality 943 Washington Square Mall Washington, NC: 27889( RE: New Bern River Station Subdivision East Front Street, New Bern, North Carolina AE Project No. 04146 Gentlemen: 051169 RECEmED JUN 2 2 2005 ®WQ-WARD Attached please find a 401 Water Quality Certification application for the referenced project consisting of the following: • Permit Application (Seven Copies) • Proiect Plans (Seven Copies) 9 R D W r • USGS Map (Seven Copies) JUN 2 4 2005 • Permit Fee $200 DENR - wAfER QUALITY WETLANDS AND STORMWATER BRANCH It is requested that you review the attached permit application and 1 f deemed appropriate issue a 401 water Quality Certification for the proposed impact to 0.08 acres of'wetland to construct the improvements for the referenced property. If you should have any questions or need any additional information to process this request, please do not hesitate to call. Sincerely, `vin Avolis, P.1':. cc President r L Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. 0 511 6 9 (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: Fx? Section 404 Permit x? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ 0 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 18 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: FK] 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: PC] II. Applicant Information ?D 1. Owner/Applicant Information JU D Name: New Bern River Station TIMAM, LLC N 2 4 Z00? Mailing Address: 227 East Front Street DENIM New Bern, NC 28560 vuu,"D ACITy H Telephone Number: 252-638-4215 Fax Number: --- E-mail Address: --- 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Kevin Avolis, P.E. Company Affiliation: Avolis Engineering, P.A. Mailing Address: P.O. Box 15564 New Bern, NC 28561 Telephone Number: 252-633-0068 Fax Number: 252-633-6507 E-mail Address: avoliseng@lpmonline.net Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: New Bern River Station 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 8-003-239 4. Location County: Craven Nearest Town: New Bern Subdivision name (include phase/lot number): New Bern River Station Directions to site (include road numbers, landmarks, etc.): Broad Street. Turn left on East Front Street. Proceed miles. Project at end of East Front Street. 5. Site coordinates, if available (UTM or Lat/Long): Lat 35° 7'20" Lon 77° 2'30" (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 2.89 Acres 7. Nearest body of water (stream/river/sound/ocean/lake): Neuse River 8. River Basin: Neuse (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the roject at the time of this application: Existing site is vacant. Some graveled surfaces exist on site from prior development. Surrounding properties are rest en ial in nature. Site is located in New Bern Historic District. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: See attached project narrative. 11. Explain the purpose of the proposed work: See attached project narrative. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. None VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 12 1. Provide a written description of the proposed impacts: Construction of asphalt alley and concrete greenway in 404 Wetland area, 75' CAMA AEC and Neuse Riparian Buffer area. 2. Individually list wetland impacts below: Wetland Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** --- Grade/Fill 0.08 Yes 30 Forested Wetland List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at h!W://www.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 0.15 Acres Total area of wetland impact proposed: 0.08 Acres 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number (indicate on map) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) None * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com, www.mgpquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: None Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) None * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): 0 uplands F-] stream E] wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Excavation Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): stormwatcar Racpj resnents Size of watershed draining to pond: 2.89 Expected pond surface area: 3, _ c;p VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. See attached narrative VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strrn2ide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Mitigation proposed through payment to the North Carolina Ecosystem Enhancement Program 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): 0 Amount of buffer mitigation requested (square feet): 0 Amount of Riparian wetland mitigation requested (acres): 0 Amount of Non-riparian wetland mitigation requested (acres): 0.08 AC Amount of Coastal wetland mitigation requested (acres): 0 Page 10 of 12 IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes [-] No Fil If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? N/A If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No 0 N/A X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes F-1 No ® If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 3 2 1.5 Total Lone i extends out .9U teet perpendicular trom near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 i If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0260. N/A XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Impervious area = 1.28 acres or 44.3% of total site area. Stomrwater retention pond is designed for site to comply with the Coastal Stormwater regulations. -XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. All sewage disposal is to City of New Bern sewer collection system. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes 0 No FX] Is this an after-the-fact permit application? Yes r-] No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Hubie Tolson, member/manager '5113) 0 App icant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 PROJECT NARRATIVE NEW BERN RIVER STATION SUBDIVISION EAST FRONT STREET NEW BERN, NORTH CAROLINA A. PROJECT DESCRIPTION The New Bern River Station Subdivision consists of the development of a 17 lot single-family residential subdivision on 2.89 acres of land located at the end of the existing East Front Street in New Bern, Craven County, North Carolina. It is proposed that East Front Street be extended approximately 340 linear feet to provide access to the lots and to make an allowance for the future extension of East Front Street in the northerly direction to access additional property in this area of New Bern. In addition to the extension of this public road, it is proposed that two private access alleys be constructed. These alleys will provide access to the rear portions of the lots and to garages. Seventeen single-family residential lots are proposed for this subdivision. The subject property is located within the City of New Bern's Historic District and the residential home design will be in accordance with established historic features prevalent within this area of the City of New Bern. Pubic water, public sewer and public electrical services will be extended into the project off of East Front Street and Queen Street. The subject property is located within a flood plain area. Elevations on the site vary between two to five feet above normal water level. During the course of construction of the residences and street system, the site will be elevated. Construction equipment to be utilized on this site includes bulldozers, dump trucks, excavators and other land grading and clearing equipment. The subject property is located in Craven County, one of the twenty coastal counties. Therefore, the project must comply with the Coastal Stormwater Permitting Requirements. The proposed built-upon area for the subject property is 44.3%; therefore, a high density stormwater permit is required to properly execute the project. A stormwater retention pond is proposed to be constructed on the northern side of Lot 17. Stormwater runoff on the site will be collected in a stormwater collection system and will be routed to a vegetated swale located along the northwestern corner of the property. This swale will discharge runoff into the stormwater retention pond. The pond is designed to release stormwater runoff in a controlled rate into the existing stormwater system located along Queen Street. In addition to securing a stormwater permit, the following permits and approvals are required to properly execute the project: 1. Coastal Stormwater Permit 2. City of New Bern Stormwater Permit 3. Project Sedimentation and Erosion Control Permit 4. Public Sewer Extension Permit 5. Public Water System Extension Permit 6. CAMA Major Permit 7. Corps of Engineers Nationwide Permit 8. 401 Water Quality Certification All of the project permits are being submitted concurrently. B. PROPOSED PROJECT ENVIRONMENTAL IMPACTS The subject property has total area of 2.89 acres of land. A total of 0.15 acres of 404 Wetlands exist on the site. Mr. Scott Jones with the Washington Regional Office of the U.S. Army Corps of Engineers has confirmed the wetland line as presented on the attached map. No Coastal Wetlands were identified associated with the property. All wetlands identified were classifiable as 404 Wetland areas. It is proposed that a total of 0.08 acres of wetlands be impacted to construct the site improvements. This impact includes grading and filling in order to construct the asphalt access alley, public greenway area and to establish a buildable areas on Lots 1 and 2 on the subdivision. The 75-foot CAMA Area of Environmental Concern.(AEC) on the subject property covers a total area of 0.66 acres. This area is identified on the project plans. It is proposed that a total of 0.14 acres or 22.0% of the total 75-foot AEC area be developed with impermeable surfaces. These impermeable surfaces include the concrete public greenway area and the 12-foot asphalt access alley. Neuse Riparian Buffer areas exist on the subject property as delineated on the project plans. A total area of 0.44 acres of land exist encompassing Zones 1 and 2 of the Neuse Riparian Buffer areas. No impervious areas are proposed to be constructed within the Neuse Riparian Buffer area. Light grading activities are proposed to occur along the landward side of Zone 2 to create a stable side sloped are for the public greenway areas to be built. C. IMPACT JUSTIFICATION The proposed alignment of East Front Street is somewhat constrained by the existing alignment of East Front Street. East Front Street alignment has been shifted landward to the extent possible to create waterfront lots on the east side of East Front Street. The proposed lot sizes and configurations is generally consistent with the layout of other historic area properties surrounding the property, primarily to the south. The New Bern Historic Preservation Commission has reviewed the project and approved the lot arrangement as depicted on project plans as being consistent with the development regulations existing in the New Bern Historic District. Access to the front of the lots along the East Front Street extension is desired to be limited for vehicular traffic due to the relatively high volume of traffic that will be anticipated to occur along East Front Street as this road is to the north. It is more desirable to have private access alleys to the rear of the houses which will provide access to the garages structures. The depth of waterside lots have been minimized to the extent possible to ensure buildable areas exist while minimizing impacts to CAMA, wetland and buffer areas. No impermeable areas are proposed to be created within the 50-foot Neuse Riparian Buffer area. As part of the approval process through the Historic District Commission and the City of New Bern, the developers have agreed to create an 8-foot wide public greenway easement along the Neuse River shoreline as depicted on the project plans. This greenway is intended to provide public access to the Neuse River as the properties to the north are developed. The 8-foot wide public greenway is consistent with the arrangement of the public greenway areas that exist in the other downtown areas of the City of New Bern. The 8-foot wide public greenway was located on the site so as not to require the development of any impermeable surfaces within the 50-foot Neuse Riparian area. The overall impacts to the environmentally significant areas located along the Neuse River have been minimized to the extent practical. No impermeable surfaces are proposed to be constructed within the 50-foot Neuse Riparian area. The widths of proposed access alleys have been maintained to a minimum. These features have been shifted landward as far as practical while still maintaining adequate lot depths. D. PROJECT MITIGATION Project mitigation is proposed to occur through payment to the North Carolina Ecosystem Enhancement program. 031169 1 ?0 a zx 0 m-0 r _ cn < N , ?o -za 0) m L, Z c''., *:3 IW ??o Z ?z3 zD >08 x _ m N ? ~ (_n D( C4 0 rn D?o Cn "J ONO a (, a WmE,?a ?Nr?W z ? m g a a 4 ? A W 0 4?OC nlc,, . ? z ax =mc II txy Z t r C, 0 n Ln V O X r -P Z O m p 0. M CD0 C) C,3 •D^ r- Xz D D z n z z N O O O z ? rnrn = O 0 z F-rl =t7 ? D O rn -I O C? cr ? O 0-) -? -I O CTI c,? ---I O P N -I O W ? -I O N y O r- Z Fq ri r D Z Z Z Z (/) (/) - Z Z ? 0 ) co 00 71 C- ? 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O ?g ?o C C'r ? a r^ a ? O 0 O NEW BERN RIVER STATION PRQJFCT NO 04146 A PLANNED UNIT DEVELOPMENT SCALE6 AS NOTED DRAWN BY- WFF EAST FRONT STREET } AVOLIS ENGINEERING, P.A. C7 NEW BERN NC Civil and Environmental Engineering DATE* P.O. BOX 15564 NEW BERN, NORTH CAROLINA 28561 (7) PRELIMINARY SUBDIVISION PLAT PHONE: (252) 633-0068 FAX: (252) 633-6507 I I ?ilgnd)M/B ,09 i ais N-3 d2I; [Fwd: [Fwd: Travel Directive Amendment]] Subject: [Fwd: [Fwd: Travel Directive Amendment]] From: Cyndi Karoly <cyndi.karoly@ncmail.net> Date: Wed, 14 Sep 2005 11:20:34 -0400 To: "DENR.4010EP" <DENR.4010EP@ncmail.net> 401 folks - we have the green light to travel again, for routine permit processing. I'll check on conference travel. Subject: [Fwd: Travel Directive Amendment] From: Alan Klimek <alan.klimek@ncmail.net> Date: Wed, 14 Sep 2005 11:03:21 -0400 To: "DENR.WQSUPERVISORS" <DENR.WQSUPERVISORS@ncmail.net> Further guidance on travel. Alan ------- Original Message -------- Subject:Travel Directive Amendment Date:Wed, 14 Sep 2005 10:19:58 -0400 From:Bev Gower <bev.gower(oDncmail.net> Organization:NC DENR To: "DENR.Division-Directors. and. Senior-Management" <DENR.Division-Directors. and. Senior-Management(ancmail.net>, D ENR. RO-Managers.Admin(a),ncmail.net CC:bempsey.bentonnancmail.net MEMORANDUM FROM: Bill Ross TO: All Division Directors and Office Managers Yesterday afternoon I forwarded to you the attached Travel Directive Amendment dated September 12, 2005. We have had several requests for further guidance regarding the directive and the additional discretion it allows. We read Director McCoy's memorandum to moderate, but not lift, the limits on in-state travel. Only necessary in-state travel is allowed. Which travel is necessary? According to the memo, travel is necessary if it meets one of two measures. First, travel for certain activities is deemed necessary in every case. Thus, travel for activities related to law enforcement and public safety, public health, due process hearings, emergency situations, and/or the custody /care of persons for whom the state is responsible, is always necessary and should not be limited. Second, travel is necessary if the cabinet or agency head determines that postponing it will have adverse repercussions for the state or an agency's statutory mission. This second category of necessary travel 1 of 2 9/14/2005 11:38 AM [Fwd: [Fwd: Travel Directive Amendment]] will require some judgment and common sense about (a) which activities are clearly and directly part of the agency's statutory mission and (b) what adverse repercussions for the state or the agency's statutory mission will follow if travel for such activities is postponed. The Division of Water Quality has done some thinking on ways to moderate the earlier restrictions so as to allow the division to return to doing critical work, but not return to business as usual. We found that the division's suggestion was consistent with the most recent directive from Director McCoy, provided helpful further guidance to division staff, and was commendably proactive. Here's what the Division of Water Quality came up with: DWQ Acceptable Travel (effective immediately and until September 30, 2005, or unless otherwise notified): 1) to process permits (including buffer and stream determinations) 2) to respond to emergencies and complaints 3) to inspect facilities of concern and to conduct inspections required by EPA delegations and agreements (other scheduled inspections postponed) 4) to conduct monitoring which is time critical, legally required, or associated with special studies in which losing the data will jeopardize the results (other monitoring postponed) 5) to conduct or attend critical meetings that cannot be handled with a conference call 6) to conduct or attend public hearings and meetings already scheduled and advertised (new ones won't be scheduled until further guidance) 7) to participate in courses that cannot be reasonably postponed and are critical to our mission. If your staff needs further guidance, we encourage you to do something similar to this but appropriate to your division or office and consistent with Director McCoy's most recent memo. We appreciate you and your division or office doing your part to comply with this most recent travel directive amendment. If you have questions about the necessity of travel, please contact Dempsey or me. Thank you. Bill Ross Bev Gower <bev.gower(a nctnail.net> Executive Assistant Office of the Secretary NC DENR [Fwd: Travel Directive Amendment] Content-Type: message/rfc822 Content-Encoding: 7bit Content-Type: application/msword Travel Directive Amendment September 12, 2005-1.doc Content-Encoding: base64 2 of 2 9/14/2005 11:38 AM ,L C 1; Office Use Only: r 1 L LP F I Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. II. Processing 1. Check all of the approval(s) requested for this project: Section 404 Permit 0 Riparian or Watershed Buffer Rules F-] Section 10 Permit F-] Isolated Wetland Permit from DWQ E] 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 18 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: F-] - 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: Applicant Information u2@1ROWIRAn 1. U Owner/Applicant Information JUN ?, 4 2005 Name: New Bern River Station TIMAM, LLC Mailing Address` 227 East Front Street DENR - New Bern, NC 28560 D S'0"WATER BRA H Telephone Number: 252-638-4215 Fax Number: --- E-mail Address: --- 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Kevin Avolis, P.E. Company Affiliation:_Avolis Engineering, P.A. Mailing Address: P.O. Box 15564 New Bern, NC 28561 Telephone Number: 252-633-0068 Fax Number: 252-633-6507 E-mail Address:_ avoliseng@lpmonline.net Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: New Bern River Station 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 8-003-239 4. Location County: Craven Nearest Town: New Bern Subdivision name (include phase/lot number): New Bern River Station Directions to site (include road numbers, landmarks, etc.): Broad Street. Turn left on East Front Street. Proceed miles. Project at end of East Front Street. 5. Site coordinates, if available (UTM or Lat/Long): Lat 35° 7'20" Lon 77° 2'30" (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 2.89 Acres 7. Nearest body of water (stream/river/sound/ocean/lake): Neuse River 8. River Basin: Neuse (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/mal2s/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Existing site is vacant. Some graveled surfces exist on site from prior development. Surrounding properties are rest en ial in nature. Site is located in New Bern Historic District. Page 6 of 12 10. Describe the overalliproject in detail, including the type of equipment to be used: See attached project narrative. 11. Explain the purpose of the proposed work: See attached project narrative. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (Where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. None VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 12 1. Provide a written description of the proposed impacts: Construction of asphalt alley and concrete greenway in 404 Wetland area, 75' LAMA AEC and Neuse Riparian Buffer area. 2. Individually list wetland impacts below: Wetland Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** --- Grade/Fill 0.08 Yes 30 Forested Wetland "Ibt cacti 1111pLila scparLiteiy Lino iaennty temporary impacts. impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema._gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 0.15 Acres Total area of wetland impact proposed: 0.08 Acres 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number (indicate on map) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) None List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: None Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any-other water of the U.S.) below: Open Water Impact Site Number (indicate on map) Type of ImPact* Area of Impact (acres) (if Name p Waterbody applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) None List each impact separately and identity temporary impacts. impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply):;: X] uplands F_? stream F wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Excavation Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): starn-watPr xemij remf-nts Size of watershed draining to pond: 2.89 Expected pond surface area: 3.5vi sF VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. See attached narrative VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at httl2://h2o.enr.state.nc.us/ncwetlands/stnn2ide.html. 1. Provide a brief description of the proposed.mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Mitigation proposed through payment to the North Carolina Ecosystem Enhancement Program 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): 0 Amount of buffer mitigation requested (square feet): 0 Amount of Riparian wetland mitigation requested (acres): 0 Amount of Non-riparian wetland mitigation requested (acres): 0.08 AC Amount of Coastal wetland mitigation requested (acres):_ 0 Page 10 of 12 I IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes [-] No FKI If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes n No ? N/A If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes F-] No [:] N/A X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility, ,to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No ® If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 3 2 1.5 Total cone i exienas out .sv tee[ perpenaicular from near bank of channel; Lone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. N/A XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Impervious area = 1.28 acres or 44.3% of total site area. Stomrwater retention pond is designed for site to comply with the Coastal Stormwater regulations. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. All sewage disposal is to City of New Bern sewer collection system. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes F-1 No [X Is this an after-the-fact permit application? Yes ? 'No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Hubie Tolson, Member/Manager 5?I -7,, ' v App icant/Agent's Signature . Date I (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 PROJECT NARRATIVE NEW BERN RIVER STATION SUBDIVISION EAST FRONT STREET NEW BERN, NORTH CAROLINA A. PROJECT DESCRIPTION The New Bern River Station Subdivision consists of the development of a 17 lot single-family residential subdivision on 2.89 acres of land located at the end of the existing East Front Street in New Bern, Craven County, North Carolina. It is proposed that East Front Street be extended approximately 340 linear feet to provide access to the lots and to make an allowance for the future extension of East Front Street in the northerly direction to access additional property in this area of New Bern. In addition to the extension of this public road, it is proposed that two private access alleys be constructed. These alleys will provide access to the rear portions of the lots and to garages. Seventeen single-family residential lots are proposed for this subdivision. The subject property is located within the City of New Bern's Historic District and the residential home design will be in accordance with established historic features prevalent within this area of the City of New Bern. Pubic water, public sewer and public electrical services will be extended into the project off of East Front Street and Queen Street. The subject property is located within a flood plain area. Elevations on the site vary between two to five feet above normal water level. During the course of construction of the residences and street system, the site will be elevated. Construction equipment to be utilized on this site includes bulldozers, dump trucks, excavators and other land grading and clearing equipment. The subject property is located in Craven County, one of the twenty coastal counties. Therefore, the project must comply with the Coastal Stormwater Permitting Requirements. The proposed built-upon area for the subject property is 44.3%; therefore, a high density stormwater permit is required to properly execute the project. A stormwater retention pond is proposed to be constructed on the northern side of Lot 17. Stormwater runoff on the site will be collected in a stormwater collection system and will be routed to a vegetated swale located along the northwestern corner of the property. This swale will discharge runoff into the stormwater retention pond. The pond is designed to release stormwater runoff in a controlled rate into the existing stormwater system located along Queen Street. In addition to securing a stormwater permit, the following permits and approvals are required to properly execute the project: 1. Coastal Stormwater Permit 2. City of New Bern Stormwater Permit 3. Project Sedimentation and Erosion Control Permit 4. Public Sewer Extension Permit 5. Public Water System Extension Permit CAMA Major Permit Corps of Engineers Nationwide Permit 401 Water Quality Certification All of the project permits are being submitted concurrently. B. PROPOSED PROJECT ENVIRONMENTAL IMPACTS The subject property has total area of 2.89 acres of land. A total ,of 0.15 acres of 404 Wetlands exist on the site. Mr. Scott Jones with the Washington Regional Office of the U.S. Army Corps of Engineers has confirmed the wetland line as presented on the attached map. No Coastal Wetlands were identified associated with the property. All wetlands identified were classifiable as 404 Wetland areas. It is proposed that a total of 0.08 acres of wetlands be impacted to construct the site improvements. This impact includes grading and filling in order to construct the asphalt access alley, public greenway area and to establish a buildable areas on Lots 1 and 2 on the subdivision. The 75-foot CAMA Area of Environmental Concern,(AEC) on the subject property covers a total area of 0.66 acres. This area is identified on the project plans. It is proposed that a total of 0.14 acres or 22.0% of the total 75-foot AEC area be developed with impermeable surfaces. These impermeable surfaces include the concrete public greenway area and the 12-foot asphalt access alley. Neuse Riparian Buffer areas exist on the subject property as delineated on the project plans. A total area of 0.44 acres of land exist encompassing Zones 1 and 2 of the Neuse Riparian Buffer areas. No impervious areas are proposed to be constructed within the Neuse Riparian Buffer area. Light grading activities are proposed to occur along the landward side of Zone 2 to create a stable side sloped are for the public greenway areas to be built. C. IMPACT JUSTIFICATION The proposed alignment of East Front Street is somewhat constrained by the existing alignment of East Front Street. East Front Street alignment has been shifted landward to the extent possible to create waterfront lots on the east side of East Front Street. The proposed lot sizes and configurations is generally consistent with the layout of other historic area properties surrounding the property, primarily to the south. The New Bern Historic Preservation Commission has reviewed the project and approved the lot arrangement as depicted on project plans as being consistent with the development regulations existing in the New Bern Historic District. Access to the front of the lots along the East Front Street extension is desired to be limited for vehicular traffic due to the relatively high volume of traffic that will be anticipated to occur along East Front Street as this road is to the north. It is more desirable to have private access alleys to the rear of the houses which will provide access to the garages structures. The depth of waterside lots have been minimized to the extent possible to ensure buildable areas exist while minimizing impacts to LAMA, wetland and buffer areas. No impermeable areas are proposed to be created within the 50-foot Neuse Riparian Buffer area. As part of the approval process through the Historic District Commission and the City of New Bern, the developers have agreed to create an 8-foot wide public greenway easement along the Neuse River shoreline as depicted on the project plans. This greenway is intended to provide public access to the Neuse River as the properties to the north are developed. The 8-foot wide public greenway is consistent with the arrangement of the public greenway areas that exist in the other downtown areas of the City of New Bern. The 8-foot wide public greenway was located on the site so as not to require the development of any impermeable surfaces within the 50-foot Neuse Riparian area. The overall impacts to the environmentally significant areas located along the Neuse River have been minimized to the extent practical. No impermeable surfaces are proposed to be constructed within the 50-foot Neuse Riparian area. The widths of proposed access alleys have been maintained to a minimum. These features have been shifted landward as far as practical while still maintaining adequate lot depths. D. PROJECT MITIGATION Project mitigation is proposed to occur through payment to the North Carolina Ecosystem Enhancement program. r f? t. r X r+?, AVOLIS ENGINEERING, P.A. r31 Civil and Environmental Engineering PO BOX 15564 NEW BERN, NORTH CAROLINA 285 PHONE: (252)633-0068, FAX (252)633-6507 NEW BERN RIV EAST NEW BERN, CRAVEI NORTH 051169 A v a) V ? v O 0o c ZX o m Jnr cn c _ N ? t,) ? Ln -p, -Z a- °' m m C ,w? w o co < :;. o ? ")7 z ? er ?, F ?.r?yy 9 L?J - XX ?m vDD z ) 0(D wry I Z° 0) D ?O a 21 f'7 a rr, o? z?CZ? ?Np?C C go =:I? m a a z ? ,I ?rS'L W ? 0 II 2 ??1 U a o y ? ?'PG?'9 0 M N C-) -v o -• Cn ? O4 x D J m U? C7 ? n z rn D O z 7-1 C n z z N O O ? = O n ? FTC Z f O rn 0 Ln 0 0-) ? 0 (-n W 0 N 0 CA - 0 NJ D -' O z rn m r- D z z z z cn (/? z z o ? -r- -? 0-) Oo 0 W (-n O v -A W O rn r v? cr1 -? ? -? o cr a z W - Oc CTi c C? -P% ?u FT'1 O Cn Iv Cn W - O O Ut I-r CTi W N C_O D O W W W Cil Cw W m N W CD N Z N -• a) O Oo Ui N W OD 4- O O O m O O m 70 O D C ---I ---i (-- ---A ---I CD K: r r r m r r D p r D ooo= z m? ?* Cn o? -< v r 1 ? . D D D O -TI 0 0 0 mm5z CD CD may C7 D N ZC 70 m D ?m Orr D cu -T1 D C7 C N C 70 m ? I D 70 m ? D Dm I? ?D D Z Z W (? D p 00 00 D C ? C rn v II z N C I T T m cn V c 70 cn .? r aT 00 0 p CD N o cr Cn -Tq y W 00 D I I I ? ? D D? ---i C/) M II D cp W o n c.nrn? rn C/) N m D ? O C Cn ? N V m D D O n 4? " D n N N 0 m 0 D r D m C7 70 m ,D .3; D 1 w i I I I I 1a?aM1/a ,09 1 N1S N3AVL I I I I I 1 PRIVATE LANE 20' ESMNT / 14' PVMNT 0 Z m N I USL f T E ' A " T 60 R/W ST FRONT S RE E 133a1S N3AV210 ASK' \ , \All I I I ? m > 9-8 03NOZ LOf 30Vd '801 N008 0330 AVIdY NO11VA1VS A1a314dOl 80 MON Y' LS'fll 6 6 l / - - - \ 5'S/B? I m 1N n e O w o O?o' J n ?. D ? N TO N N t 95 X01 = r8S,S ?' \\ o>O\\ 1 0J BS,OI \ ^ JO J? '2 U ? g O \fi oO ow \ \^ay 015 SZZ°a t 9 J 8/5,01 555L? 87S .01 BLS V 8C ?O 00'5L ?S ' \ O D «, t - / / \ 1r, o m \ r, Ap t /- ? N\ \ N W O 1 O a .01 QO VYOJ \\\ \ uj ! O N C I I J \ y \ o, MO@46oi ??RT F L? ? I hA ,D I ?4 '. ? ?qn oo a O g? ?? \ M ' N n Vi O? 'WO In -. \ \ ? e155 Q\M ?? N2 S18 A{{?? 1) UrA •. \ O yy Ors y?y ??^gM `I ?..? I ? y . F,tl 7`?- N I n pp C .O? NO2 AAA P ??? I A N N o ?? D e $ co a 1 ???`° °• >r gN fig. N :ro -'Ao? e HAI ?qis;A F € ! g 5a i£"." E' • x a 0) Q E3 °- l c o g i 6CN ^ a LS' M, 4,41.6ZN v Dz m? K 2\. n y an ?c,, ?' m z= ?g y t 8.f D 83NII 3Sn3N z m E. g _ W1q? P Q fl 0 D ? z g ? ofo O ? A n ? A ? p q ; a ? a ` n 0 0 \ O > ? ya n ; y C ny Ap D 2 C -? C C N• O p I o NEW BERN RIVER STATION PROJIF.CT NO 04146 A PLANNED UNIT DEVELOPMENT SCALEP AS NOTED °; EAST FRONT STREET :3j AVOLIS ENGINEERING, P.A. C7 NEW BERN NC Civil and Environmentol Engineering DATE: P.O. BOX 15564 NEW BERN, NORTH CAROLINA 28561 PRELIMINARY SUBDIVISION PLAT PHONE: (252) 633-0068 FAX: (252) 633-6507 DWQ#Uj DL Who Reviewed: Date Plan. Detall Incomplete ? Please provide a-lesataea-map for the project.< v c-O^, u-1 j (D ? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. ? Please show all wetland impacts including fill slopes.on the site plan. ? Please indicate all buffer impacts on the site plan. ? Please indicate proposed lot layout as overlays on the site plan. ? Please indicate the location of the protected buffers as overlays on the site plan. ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. -? Please provide cross section details showing the provisions for aquatic lie passage. - - ? Please locate any planned sewer lines on the site plan. Please provide the location of any proposed stormwater.management practices as required by GC ?? gyp( Please provide detail for the stormwater management practices as required by GC y ?-- ? Please specify the percent of project imperviousness area based on the estimated built-out conditions. Please indicate all stormwater outfalls on the site plan. Please indicate the diffuse flow provision measures on the site plan. ? Please indicate whether or not the proposed impacts already been conducted. " Avoidance and/or Minimization Not Provided ? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why it is necessary for this project. ? This Office believes that th labeled on the plans as ffi" can be moved or reconfigured to avoid the impacts to the Please revise the plans to avoid e impacts Q minimized the This Office believes that thew' a eled on the plans can b Please revise the plans to minimize the impacts. ? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. Other ? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please provide $ . This additional fee must be received before your application can be reviewed. ? Please complete Section(s) on the application. ? Please provide a signed copy of the application. ? Please provide copies of the application, copies of the site plans and other supporting information. Mitigation ? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed. ? Please indicate which 404 Permit the USACE would use to authorize this project. , ?6w- i "rc vo)?(aw JpDrv? A- r ? v ,cam ? ?`?- Y 1 RELEASE FOR PERMITS JKA 5~19~05 ~1111111111flq ~ GAR iii SI N9.9 ; ND. DESCRIPTION DAT ~ BY E ~ , w ' S73a M • ~ NOW OR FORMERLY Revisions ATLANTIC & NORTH CAROLINA RAILROAD 1 ~i 0 INE~•' 0 . I DMH#2 ZONED R-6 - - - - - _ DMH#1 DI#1 ~~i EVIN P`~. 75 CAMA _ ~i~ 1 II ~ _ um ~ RIM=7.0 ~ RIM=7.0 RIM=6.4 AEC LINE z ~ t i ~ _1 LEGEND I - 7.6 7.4 7.6 - 7 =4 50 -SSE RIPARIAN - ~ SILT FENCE E 1" WATER SERVICE C I ' I ~.2 t20 tF 14 x. ~3 R P ~-0: t ~t~-R P 6~6 _ ,II ~ C4 C7 C4 C8 ~ ~ ~ ~ .5 6.0 1 EQ VALE T INU. ~ zo ~ _ 111- ~ OUTLET PROTEC110N F FIRE HYDRANT D ~/~1 i _a.o. C4 C7 C4 C8 di W ~ RCP 0~ 15 EQ I L T eo 5. a ~ ~ .o , ~ s H ~ B#1 I 16 OB#2 , ,a., ~ - ~ G H E O ~ .o INLET PROTECTION SEWER SERVICE 5 RIM=6.8 IM=6. o I, ~ .o . e 404 WE LAND Q ~ v ~ CATCH BASIN C4 C7 C4 C7 C4 C8 _ INU=4.3 I U=4. - etitio h N ,,a - LINE ~ ~e _ ~ ' _ 9LF14 z23 I ~ " ~ _ _ 1 E IVAI_ENT I A E-+ ~ ~ VALVE ANO VALVE BOX THRUST BLOCK F 1 ~ U _ ( Q - _ - i C4 C8 C4 C8 W ' ~ ~ , W ~ o I ~a& _ I; o ~ W g O ~ ~ H ~ ~1 15 2~ © PERMANENT 2 BLOWOFF S PRECAST MANHOLE C ~ ~ 8 E G Y EASEMENT P BLIC ~ ~ C4 CB C4 C8 Q-, U1 Q Q ~ ~ to ~ . ~ / 1 1 +28,75' EXISTING SPOT ELEVATIONS I rn ~ ~ / ~I , I. UTILITY f ' 27.0' PROPOSED SPOT ELEVATIONS ~ oD°~ ~ 5.4 ~ ).5 N°~~; - --EA .MEN 3 1 3 ° DO'z % ~ ~ i z i fTlo_1.I7r ~ \ NOTES: 3.0 ASS ~ ~ oo~o,-,Z ~ 14 M IA ~ ~ 1. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE ~ ~ ED WITH T ~ 0 zoo / 1 ~ HE PROJECT VEGETATION PLAN, SEE ~ ~ 1 / ~D~~Z DMuu ~ \ / Z DETAIL K, SHEET C7. ~ ~ / ~ ~ ~ ~ Q ~ / o ~ 2.SEE DETAILS A,B & C, SHEET C7 FOR ROADWAY CROSS „ 'L z r~ ~ ~ C SECTION. ° ~ c,~ ~ ` ~ - ~ 13 ~ ~ INV- / o ~ ~ Novo ~ ~ ~ ~ ~ ~ , / n ~ ~ o _ SEQUENCE OF OPERATION: d N ~ _ ~INAGE~ TILITY " ~ ~ ~ o ~ 5 1. SECURE PROJECT PERMITS. N w z ~ 2. CONDUCT PRE-CONSTRUCTION CONFERENCE. - ~ ~ 3. INSTALL GRAV ~ o . 5 ~ ~ EL CONTROL ENTRANCE. Q z ~ 18RCP~ " ~ 4. INSTALL SILT FENCING. ~ ~ z i SEE SHEET C6 FOR ENLARGED - ~ ~ ~ ' ~ - i 1 FES, 12 ~ N j " 5. CLEAR AND GRUB SITE. ~ z C0 ~ STORI~WATER POND AREA , - - _ j ~ ~ ~ - ~ ~ - - ~ 5 - 6. INSTALL ST R ~ w o UIEW ~ I L- 0 MWATER POND & VEGETATED SWALE o m o ~ - 7. MAKE SITE IMPROV M NT ~ ~ ~ PRIVAT 0 MO~J E E S. ~ ~ r~ fT1 iii ~~i ~ ~ AREA EA E E TI NORMAL HIGH WATER 8. SEED AND MULCH ALL DISTURBED AREAS ~ w ~ T wzco i//~, / 1 ~ ~ ES ABLISH VEGETATION. ~ iii, , , , 11 ~ 9. REMOVE GRAVEL T ~ N / CON ROL ENTRANCE. ~ ~ I 10. REMOVE SILT FENCING. ° ~ N i 6 U~ / ; ~ ~ i ~ ~ - r ,1,, .>xw i ~i ji/~ / ~ i/ i ~ ~ oz _ MAINTENANCE PLAN: U m o ~ i / ~i~ /j , , ii, ; / ~ ~ / ~ , ~ / ~ - I 1. ALL EROSION A o ~ _ ND SEDIMENTATION CONTROL DEVICES SHALL 24 5 A ~E S, INAGE, & ~ TAE sa~varla~ ARMY , , , ~ ;~A~~~~ I ~ ~ _ - BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ( ~ T LI Y E~~ E E ;~D; 3~ , ~;"~51~~ ~ - ~ ~ EVERY RUNOFF-PRODUCING RAINFALL EVENT AND IN NO ~ ~ 10 / POND a o CASE LESS THAN ONCE E RY VE WEEK. ANY NEEDED /i ' REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL B i~, ~ ~ , ° 10 DEVICES IN THE OPERATING CONDITIONS INTENDED. 10 DRAINAG /UTILITY ~j~ / / /i ~ . " % ~~f 2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED EN ~ AS NECESSARY AND MULCHED ACCORDING TO i j i• % ~ ~~~i/ ///i / /i , I , / ' % • / 7 , ~ ~ ~ % - , ~ 2 ACCESS .o 5 .0 ' SPECIFICATIONS IN THE VEGETA~ON PLAN IN ORDER TO ~ Q , ~ , ONE 2 ~ ESTABLISH AND MAINTA IN A VIGOROUS, DENSE VEGETATIVE ~ 8 D. o N coNEUCr ~ i ~ EAS~f?~NT Box ~ 9 AVEL C 2 COVER. AVEL CONTR L ENTANCE D D = RIM= s 2' 17 4 GRAVEL CONTROL ANCE ~ 3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC C4 C6 C4 C6 g 0 ROAD SHALL BE REMOVED ON A DAILY BASIS. a.o ® - -7.5- 1.0 5.0 - 7 7 4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING - - - - - - - - - - - - - ~W- - - ~ ~ 6.0 > > s.o OR INLET PROTECTION WHEN TH s E SEDIMENT ACCUMULATES CURB INLET 60~- h ~ ~ TO A DEPTH OF ONE FOOT. 1~ IN RT= 3.1' - 4' ® ~--s- DRAINAGE - ~ ~ - SPECIAL SEEDING NOTE; ~ ,r ~ SEWER MANHOLE _ ~ ' DR P INLET MA~uOLE MANHOLE RIM= 5.7' ~~#rlANHOLE RIM = 4.1 - THE CONTRACTOR SHALL PROUIDE A GROUNDCOVER SUFFICENT TO RESTRAIN SEWER RIM= 6.3' INVERT= 2.2' RIM= 4 RIM= 4~5' _ q H ~ 8 INVERT=`i i' IN RT- ,(3 6 ~ ~ CoNi M N OLE INVERTT=1.6_ + ~ ~ ~oN~ .wA~x~EN~k A~~ ~'r ~ ~:i- . ~ ~ , . - EROSION ON EXPOSED SLOPES WITHIN THE SH RT INVERT=~1~0' RIM= 6.4' ~ INVERT IN .iP" R = 1.5' - - INVERT= 1.6' ~ ~ ~ 414 0 ER OF 15 WORKING DAYS OR ~ • ~ ~ 2 ' • ~ ~ _ _ 30 CALENDER DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING: AND ~ ' / 5.1 n - ~QNE~ _ NA PERMANENT GROUNDCOVER FOR ALL DISTURBED AR - ~ ~ ~k ~ UEEN SIRE T 60 R 0 E W EAS WITHING THE SHORTER OF 15 ~ ~ -o-~-~ - - - - - - - - - - _ C ~ - - - - - - - - - s ,ONE- - - aHE ~ SEE DEED 0 902, PAGE 433 FOR WORKING DAYS OF 90 CALENDER DAYS FOLLOWING COMPLETION OF CONSTRUCTION r , aHE FOR SALE THIS PORTION OF RAILROAD W T ~ MANH LE -OHE- - -OHE-- - ' I ~ 12' REINFORCED CON R H C ETE PIPE RIM= 6.3' E OR DEVELOPMENT. ~ I, ; , ~ O , " - - - - Z - - - - - - - - - - - - - - - - - - Z o z - - ~C n O In k_ ~ ~ NOT . ~ E ~ I f vl ~2 ~ -I/N ti o ~ w Y ~ T A ~ ~ U ~ ~ ~ ALL EIL A NOON L MATERIAE N ~A E IC COAST LINE RA EEDED T w q ~ ILROAD RIGHT of O COMP T war LE E I ~ o n <m ~ m i I E ,~~L~,6~, U~ ~ , THE PROD T ~ mm I ~ i zz ~ EC NOT ~ ~ GENERAT ED EROM ON SIT E ~ I w m ~ i ' ~ . , ; GRADIN ~ ~ G ACTIVITI ES SHAD i BE OBTAI NED FROM 2 ~ m NOW OR FORMERLY ~ ; ~ ~ ~ , w ~ ? OLDE CAPITAL INVESTMENTS, LLC ! F.~-j \ ' I DEED BOOK 1622, PAGE 757 STN - A PROPERLY P ~ o ~ ERMITTED ~ BORROW PIT FACILITY ~ ~ H ~ ~ - CA i ZONED R 6 ~ 1'F I o ~ O / ~4 O o \ r ~ ~ ~ i NOW OR FORMERLY W QUEEN POINT DEVELOPMENTS, LLC. Q W a s Q a rrnn W DEED BOOK 1525, PAGE 440 W ~ Q ~L1 QUEENS PO1NT Q A PLANNED UNIT DEVELOPMENT w PLAT CABINET G, SLIDE 40-A Q~ U~ to J I 1 I ZONED R-6 W ~p m W I ~ ~ I H ~ti m ~ .s. D. SITE PLANNING BY: ti Z 0 - - _ _ ~ H a erSmlth 9 NOW OR FORMERLY Design PA STEVEN BENGEL & LINDA CALDER ~i Q DEED BOOK 1458, PAGE 144 I Architecture ZONED R-6 I .A GRADING AND EROSION CONTROL PLAN Landscape Architecture Planning GRAPHIC SCALE Interior Design 30 0 1s 30 60 120 PO Box 1308 300 South Dawson Street C4 C4 SCALE: 1"=30' Raleigh, North Carolina 27602 Fax: 919.828.4050 ( IN FEET) 919.80.5547 ©Copyright 2004 1 inch = 30 ft. 04146C4.DWG 1 RELEASE FOR PERMITS JKA 5/19/05 p~qupllry ~~~~~H ~ f~ii ~ •~i . ~ ~ ~ ~ Cy N0. DESCRIPTION BY DATE y,9; , i ~ Al r • / r • Revisions 15r3s ~ ~ AST IR ID AND FRAME MARKED "STORM DRAIN" ~ i~•' ~ „ ''.ti•' INEEP••~.~ 1 14 x 20LF 25 1~C>5 ~ 0:5~ AST I ID AND FRAME MARKED STORM DRAIN '~ti•• o~~` k V f P~ i~ ~ imn+`? ~ ' 6.0 IN 3,5 5. ~ I di ~Q .8 16 ~ ~ , 48 ~W~ O~~ 56 O h „ I 16 CLEAR TYP OZ ij „ ~ 32 CLEAR (TYP) ~ ~ t ~ / i/ ~ i - ~ ~ ~ i;% ~~I ~ i ~ _ i/ ~ z ww . ~ I~ - - w o~~ ~ ' i ~ - ~ a~Q Q 15 TRASH SCREEN-#5 REBAR @ 4" O.C. 0 0 EACH WAY. WELD L3X3X1/4 FRAME- N ~ ~ ATTACH TO BLOCK WITH 1/2"~ BOLTS - „ 5 AST IRON LID AND FRAME MARKED STORM DRAIN EPOXY COAT ASSEMBLY „ ~ C6 C6 6 THICK CAP - ~ ~ ~i AFTER FABRICATION BLACK 24 3 @ 12" O.C. EACH WAY ~ 0 i - _ # RIM-6.13 ~ N~ I a ~ ~ „ ~Q i ~ . 4 ~ , = ; 5 , ~ , 6 n ~ Z TOP OF BLOCK=5.63 4 • --1 8 BOND BEAM ~ ~ a~o~o .g ; AST IRON LID AND FRAME MARKED STORM DRAIN (1) #5 CONTINUOUS ~ ~ Q N I ~ " THI K AP 14 s c c 24" n ELEVATION OVERFLOW WEIR = 4.3 w = ~ 3 @ 12 O.C. EACN WAY i 1 ~ RIM - 6,17 1 STORM ELEVATION ~ ~ „ 32 CLEAR (TYP) ~ o x ~ E TATED SWALE 8 CMU GROUT 1 1 z ~ " 12 RCP ~ ~ TL T C6 8, TOP OF BLOCK=5.67 FILLED ALL CELLS 64 - ~zo~ ° 8" BOND BEAM 4 ~ - ~ - VATI - 16 1 16 ELE ON OVERFLOW WEIR - A (1) #5 C NTINUOUS 1-1 4" DIAMETER '®d o w °o PERM POOL ELEVATION=2.5' ~ m i - ~ DMH 3 „ 8 CMU GROUT 48 PV PIPE I I > 3 ~ ~ - =5.8± - I FILLED ALL CELLS INVERT 1-1 4 ORFICE GROUTED ~ W ~ wzco 6 PVC-PROJECT PIPE 4 ~ IN-. „ I INVERT 6 PIPE = 3.0 BEYOND INSIDE & OUTSIDE N 4" _ STAINLESS STEEL HARWARE ~ N I % OF WALL „ CLOTH & CLAMP ~ ~ N WITH 4 ~ " PL 828x5/8 STAINLESS STEEL NARWARE „ _ 18 RCP ~ > x w STEEL PIPE. ATTACHED TO ~ CLOTH & CLAMP ° ° a P a a » a a „ ~ -oz WTH 4 1 2 Imo CMU I O / d ° d O , + d ° e< ° ° d 0 ~ EXPANSION BOLTS d ° ° d d ° d d° 1 TOP OF FOOTING = 2.33 ~ a a / N e - ~ e ed ° d d d° e ° - ° ° d - ~ % _ ' N ° ° d d d TOP OF FOOTING - 0.30 d ea ° o ° ° e d n d s e e e e I = 5' S' SQUARE #5 DOWEL @ 16 O.C.-PROVIDE / ~ „ 1' SQUARE „ ;~j,; , g 9 BEND #5 DOWEL @ 16 O.C.-PROVIDE / %i; 1 3 ~ 12 O.C. EACH WAY 9" BEND - ;~i, ~ 1 2 3 @ 12" O.C. EACH WAY VEGETATED SWALE OUTLET POND OUTLET DEVICE T ~ C6 C6 NOT 0 SCALE C6 C6 NOT TO SCALE ~ ~ ~ ~ u7 N FOREBAY ~'i i ~ A LE AL ~ PROPERTY LINE ~ j; ~ 2x12 2x12 SPT CAP - o / 0 r; ' NOT i 2x10 SPT I I I i ~ SILT FENCE ~ i /EXISTING GROUND=5.0 ± i i _ ~ ; TOP OF BAFFLE WALL-4.5 I i i i ~ ~ TEMPORARY 1 POOL=4.3 i I ~ ~ ORMWAT I I 12 WIDE ASPHALT - - I I POND ~ ~ sH I 5.8 6.2 U~ SHEET VINYL I E-+ PNDOT T VI 2 L DE CE i i , I I ~ ~ ~ ~ i i PERM POOL=2.5 ~ I I _ I I MAX WATER ELEVATION=5.0 W ~ C6 C6 i i 6- - o _ ~ 6 I , i i , ~ ~ i 1 ELEVATION=1.5 NOTCH ELEVATION=1.5 I I 3 3 ,o O 1 ~1 i "i ~ i i AQUATIC i I ~ i ~ 1 1 18" RIP RAP ININ Q I L G E-~ i i H ~ i I W CENTIPED SODE WITH FILTER FABRIC ~ 57.37 i i BENC i i i i i i i I ~ ~ , ~ W i f ~ T U Q ~ i i i i I ~ ~ i 2 2 , ON ALL 0 HER SLOPES W I I , ~ UD ~ i i i ~ i i 1 i i 1 I ~ , ~ ~ I ~,i;~ ,,,~y; E-~ ~ ~ ~ N i i 1 I ~ ~ /i~. OUT T = ~-1 ~ I ~ ~ . LE ELEVATION 3.0 ~ I , A ~ o i i i i i i I I ~ ~ ; ~ ~o o ~ ~i~ BOTTOM ELEVATION=2.0 W ~ ~ i i i I , , ~ ~ , i, / / / ! ~ E~ ~ O I I ~ Q _ ~I - ~ I 5 ~ I i VEGETATED SWALE ~ , i i ~ i C6 C6 NOT TO SCALE ~ j' ~ i i i i POND BOTTOM=-3.0 - - ~ ~ i ~ I I Q W „ W ~ ~ W ~ 6 Water 5.~± SHEET VINYL ~ ~ - i ~ i BAFFLE WALL I ~ I ~ 5.0± II W - - - - - - -D- - D- - ~ ~ MINIMUM TIP ELEVATION=-8.0 ~ I I ~ W ANHOL 3 STORMWATER RETENTION POND CROSS SECTION RI 4. ' a 0 n~ ~ C6 C6 NOT TO SCALE - - - INVERT- .0 r~ ~ INVERT IN R 1.5' i SITE PLANNING BY: 5.1 A 5' CLEAR STORMWATER POND AREA-ENLARGED VIEW TOP OF WALL=4.5 C6 C6 SCALE: 1"=20' 1 STORM ELEVATION=4.3 PERM POOL=2.5 Ha erSmith TOP NOTCH=1.5 9 Design PA Architecture Landscape Architecture Planning GRAPHIC SCALE Interior Design 1 1 20 0 10 20 40 80 PO Box 1308 4 ELEVATION AT BAFFLE WALL NOTCH 300 South Dawson Street Raleigh, North Carolina 27602 Fax: 919.828.4050 C4 C4 NOT TO SCALE ( IN FEET) 919.80..5547 ©Copyright 2004 04146C6.DWG 1 inch = 20 ft. 1 RELEASE FOR PERMITS JKA 5/19/05 `~quuiin~,~~ ~ CAA ~~ii 9~ ND. DESCRIPTION BY DATE . L - WETLAND WETLAND AND CAMA IMPACT ~ 6738 , I NOW OR FORMERLY AREA - RevTSTOns AREA -SEE SUMMARY TABLE : ; ATLANTIC & NORTH CAROLINA RAILROAD EL W BO BELOW t - 4,'y . J~~. POSTAL ENUMERATIONS ZONED R-6 75 CAMA ~ „7 ~i~ iN ` +nnum~~ c' LOT STREET ADDRESS STORMWATER POND AEC LINE 1 816 EAST FRONT STREET -_EASEMENT ] T 1"W ~ - - , 2 814 EAST FRONT STREET 50 NEUSE RIPARIAN ~ ' , . 7 7 W ~ s n. 3 812 EAST FRONTS EE _ E ~ - ,~~y _ _ 0 9 s .r.( N N~`, 4 810 EAST FRONT STREET 0 114.59 0~ ~n 6 ~ . 1 ~2 ~ ~ee ~ SITE / ~ c~" ~5 ~ ° -`nom ~ 5 808 EAST FRONT STREET N . 4 7 t ali, ~ _ ~ . i ~ . ~ - _ - ~ ,,r, ~ , z M r N t 6 806 EAST FRONT STREET ~ ~ ~ N ~ " - - G 5 S B B~~ / / .h t Cada Q F"'~ i d~L 1~1, ~ l GfOVe 5 7 804 EAST FRONT STREET ~ ~ ~ , o iii 5 ~ Ski, -p ~ i Cem Q ~ 2 8 802 EAST FRONT STREET ~ 16 1 ~ ~ ~ o e, ~ _ 404 WETLAND ~ ~ • . - , ~ ~ 9 801 EAST FRONT STREET 9 288 sf ~ ii ~ ~i~~. ~ ~ 9,422 sf ~ ~ LINE a`:. r ~ rye ~ 1 ~ ~ ~ 10 803 EAST FRONT STREET _-o- ~ 0.21 AC ~ , ~N"e ~o ~ 0.22 Ac ~ ~ . ~ 11 805 EAST FRONT STREET 5' S B - ~ 8 ~ ~ N5 ~ SI. I 5 4' N5 ~ enfle ~ g r1 IV ~ p~y 1 , P LLOCN ~ 1 • 12 807 EAST FRONT STREET ii . 4 0 _ _ ~ ~ - , , , ~ 8 WI WAY EASEMENT-PUBLIC t , < ` v . ~ " - i ~ W W 13 809 EAST FRONT STREET ~ rn 4.71 ~ co it I - ' ~ . " 9 SE 0.0 Ac. ~ ~ ~ - ~ / •a'r ~l W ,ar,'~ ,~-1~ O~~ F-, 14 811 EAST FRONT STREET N ~ _ ~ o~ o N u 2 ~ ~ h~ 15 813 EAST FRONT STREET 6i ~ ~ 6,686 sf ~ ° 5,509 sf a~Q Q 16 815 EAST FRONT STREET ~ Q ~ '~6 r 0,15 Ac 17 304 QUEEN STREET o I 0.13 AC r~, = - 0~ ' ~ ~ ~ ~ + ~.P r~ , o - i , - i ~ • ~ VICINITY MAP NOT TO SCALE ODD - WETLAND LINE A TO B ,~,o~-~i N ~ ~ 3 . D 4 10 DRAINAGE UTILITY 3 0 D Y`' / / ~ LINE BEARING LENGTH z~~°~ ~ ~ 649 f ~ ~ - 8s 'T'OO - u 14 EASEMENT ~ ~ SUMMARY OF CAMA T ~ ~ 6,498 sf ~ WE LAND.BUFFER IMPACTS ~ ~ A TO 1 N80°54'09"W 9.35 ~ ~ z o ~ ~ ~ 0.15 Ac o ' q , 3.0 GRASSED •~o CAMA: 0.15 Ac / C°~ ~ ~ _ ~ (V ~ QO ~ MEDIAN ~ Z TOTAL 75 CAMA AEC AREA - 28,681 SF, 0.66 Ac. ~ co 1 D 01. 6,859 sf ~ 1 TO 2 N83°0912 W 32.84 ~~~~z _ , ~ ~ J`. fT1 c ~ C Q I PROPOSED IMPERVIOUS AREA IN 75 CAMA AEC = 6,324 ~F, 0.14 Ac., 22~ OF TOTAL AEC AREA „ z . ~~~m o ~ 0.16 Ac ~n ~ ~ ~ C ~ ~ r~ 2 TO 3 S64 46 33 W 31.04 ~ ~ ~ ~ i~ -c „ ° , o ~ 13 .a 4 4 w o ~ ~ ~ a~o~o S 8 ~ WETLANDS: ~ ~ 3 TO 4 S47°5555 W 51.68 ~ ~5.i~ / 5 5 n ° i 4,679 sf ~ 6,436 5 < _ 6,436 sf 9 TOTAL WETLAND AREA = 6,5178 SF, 0.15 Ac.. ~ N 4 TO 5 N401825 W 30.13 ~ ~ o. 0.15 'n ~ Ln 0.15 Ac ~ TOTAL WETLAND IMPACT = 3,646 SF, 0.08 Ac. w N D ° 5 DRAINAGE UTILITY 0.11 Ac / ~ 5 TO 6 N75 5155 W 33.22 ~ ~ , S 0 j / ~ < z ~ ~ _ ~ ° EASEMENT / ~ ~ ~ 5 , m 6 TO B N19 5300 W 12.95 ~-t~ ~ ! s - S ~ ~ 62 ~ 5 ~ 2' ~ NEUSE RIPARIAN BUFFER: ~ ~ x ~ o Z ~ 40.00 ' - ~ ~ ~ ~ ~ ~ ° ~ I ~ O. .o -n ~ TOTAL 50' RIPARIAN BUFFER AREA = 19,231 SF, 0.44 Ac. ~ z ~ STORMWATER N~ ~ s 1 ~ ~ o ~ TOTAL 30' ZONE 1 RIPARIAN BUFFER AREA = 11,636 SF, 0.27 Ac. z ~ ~ N ti~ 12 0. ~ ~ , ; 12 ~ - o ~ EASEMENT o ~ s - S ~ ~ 2 5 TOTAL 10 ZONE 2 RIPARIAN BUFFER AREA 7,595 SF, 0.17 Ac. ~ ~ w o ~ A o> 5 4,487 sf o ~ 6 6,915sf ~ ~ ~ ~ °mO ~ 3 878 f 0.09 Ac. ~ .1 A ~ ~ ' 0 0 c _ ~ 0 r'l ~ , i~ ~ ~ ; ~ ~ ~ ~I~ PRIVATE COMMON , ~ 0.16 Ac i g,~~- 6, o ~6 ~ ~ AREA EASEMENT NORMAL HIGH WATER ~ w ~ wz~o i ~i % , ~ ~'i,/ 'iii"'~ co 4 ' 1 i ~ i ~ ~ 20,845 s .ft. q ~ % - 0.48 Ac. ~ o N i % ~ i i/, iii ~ cr' , . ~ ~ ij; g ~ ~ ~ ~ - ~ % 6 ~ ~i, ~~/i~ ~%i i 'i ~ 4 007 sf ~ ~ - >xw 7,584 sf o iii ; ' i% ~ , i%~ , ' %i;" % ~ ~ 0.09 Ac % ~ f /i/~~ ~ ~i ~ i I ~ z / ~ . ~ ' / ~ ~ ~ ~ / ~ ~ i (J'I 0.17 Ac - N Umo O ~ 14 to PROJECT SUMMARY ~ ~ / ~ co p0- _ ~~5~~ o -P z PROJECT DATA: ~ i, ~ , i~~ ' / ~ - ~i ~ / Cry A~M~ VA I , , ~ ~ ~ Q N ~i ; ~j, ; ~j/~//;; i~/i~ii~ , ORMWAT o n = _ ~ OWNER/DEVELOPER: NEW BERN RIVERSTATION TTMAM, LlC n ~ 24.5 ACCESS, . 227 EAST FRONT STREET I, ~ 10 POND DRAINAGE, & NEW BERN, NC 28560 7,347 sf ~ ~ ; 3 981 sf UTILITY EASEMENT - (252~s3a-4215 i . ~ii/:.////~ ~ ~ ~ ~ . ~ ; 0.09 Ac 0.17 Ac 10 DRAINAGE UTILITY ovERAU sNF AREA: 2.89 AcREs 1 - _ ~ / - ~ i j ~ fAS€MENfi N69'56'05'~- I ~ i ~ r ~ / ~ f _10.53 SIZE ING: R-6 ; , ; , ~ ~ ~ ; ; - / ~ ~ i ; 58.85 15.43 _ 00' 01111 TES: SEWER-qTY OF NEW BERN 50. ~ - ;i',~, ; ~ ~ ~ ;i~/; 5, z , , , , , ; 20 ACCESS S B 5 S/B 2 ZONE oo WATER-qTY OF NEW BERN o ZONE ~ - S m 0~ 30 ~ ELECTRIC-qTY OF NEW BERN ,i,~;;/ i / % EASEtuIENT - wN - cn \ 2 GAS-N ~ ~ ~ 17 ~ ~N w N ~ 5,190 sf ~ W 12,165 Sf ~ z ~ C NATURAL GAS COMPANY W ~ CABLE TELEVISION-COX COMMUNICATIONS v , 6,544 sq.ff. 10 S g 0.12 Ac 0.28 Ac ~ TOTAL LOTS: _ - 0,15, Ac. l9 ~ 17 TOTS 38.22 S B _ CYPRESS TREE TOTAL AREA IN LOTS: 2.35 ACRES _ _ _ _ _ - _ _ - - - - _ _ _ _ 7 71 7'7 1 ~ ~9 TO REMAIN TOTAL OPEN AREA: 0.64 ACRES =22.15X OF TOTAL SITE AREA -~-/w- TOTAL AREA RIGHT-OF-WAYS: 0.39 ACRES - - _ N69°56'05"E SETBACKS: FRONT YARD = AS INDICATED - ~ a--- O ~ N o 93.85 a SIDE YARD NOT ADJACENT TO PUBLIC STREETS = AS INDICATED N ~ O J ~ REAR YARD SETBACK = AS INDICATED rr Q a ~ ~ ~ i n Wp • ~ ~ _ NOTES: v CONC W ENCk A,HMENI ' ' v~- _ N70°0523 E _ , , 131.57 ; • 1. THE PROJECT IS LOCATED WITHIN A AE FLOOD HAZARD AREA ACCORDING TO TH z E FEDERAL EMERGENCY n Gm AGENCY FLOOD INSURANCE MAP PANEL 5580 DATED JULY 2004. ~ ~ N~1 \ ~ yk ~ _ _ UEEN STR T Q EE 60 R W , a I F--1 o~D~~ _ ~ ~z (3) TREES TO SEE DEED 902, PAGE 433 FOR 2. ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL COMPLY WITH THE FIRE REQUIREMENTS SPECIFIED FOR SAiE THlS PORTION OF RAfLROAD IN THE NORTH CAROLINA BUILDING CODE VOLUME I-GENERAL C w ~ ~o ~ ONSTRUCTION. REMAIN ~ ~ ~ - - - - ~ ' Z 2 - - - - - - - - - - - --f~~W- - - - - \ ~D • ~i , ~ - - - ~ ~ ~ i~ 3. SECTION 4 40 WETLANDS ARE PRESENT ON THE PR OJECT SITE. F--i k` ~ i,'~ I 4. NEUSE RIPARIAN BUFFER AREAS REGU AT ~ V V) ti , ; ~ L ED UNDER 15A NCAC 02B EXIST ON THE PROJECT SITE AS INDICATED O ;;iii ON THE SITE PLAN. NO BUFFER AREAS HA , . , ~ S LL BE DISTURBED IN ANY MANNER WITHOUT THE WRITTEN APPROVAL OF ~ O Z ~ Q y ~A ~ ~ v= N00 SIC COAST LINE RAILROAD RIGHT OF WAY THE DIV~sION of waTFR ouAUTY. ~ W ~ ~ ~ Dm ~i ~ ~ U~ ~ ~ - 5. NO STRUCTURES SHALL BE BUILT OUTSIDE OF THE BUILDING SETBACKS SHOWN WITH THE EXCEPTION OF FENCES ~ ~ ~ ~ z z ; ~i: , ; ~ ~ DRIVES, OR WALKWAYS. ~I s tiA 0 r s w ~ ,o ~ ~j i ~ ' i ~ ~ H - i ~ 6. All DRA~NAGE AND UTILITY EASEMENTS CARRY THE RIGHT- - ~ NOW OR FORMERLY OF ACCESS BY THE CITY OF NEW BERN FOR THE Q ~ ~ MNNTENAN ' AN W I i , ~ LE D REPAIR OF DRAINAGE AND UTILITY STRUCTURES, ? OLDE CAPITAL INVESTMENTS, LLC F,~-j ` i DEED BOOK 1622, PAGE 757 STi~ ~ ~ ~ ZONED R-6 ~ ~ Aq ~ LFM - 7. EXISTING TREES SHOULD BE RETAINED ALONG ALL PUBLIC ROADS EVERY 30 FEET ALONG EACH SIDE. ~ ~ H w THESE TREES SHAH BE LOCATED WITHIN A ZONE 50 FEET PARALLEL TO THE CENTERLINE OF THE PUBLIC ~i F ~ NT 0 STREETS. T!'E TREES RETAINED SHALL BE AT ~ ~ ~ " LEAST 2 INCHES IN CALIPER. L~J LINE TABLE CURVE TABLE ~ ~ 8. THE DEVELOPER SHALL RETAIN AT LEAST 44 TREES ON THE ENTIRE TRACT 15 TREES PER ACRE ( ) LINE LENGTH BEARING CURVE RADIUS LENGTH BEARING CHORD DELTA NOW OR FORMERLY 9. ALL FRONT do REAR PROPERTY LINES ARE QUEEN POINT DEVELOPMENTS LLC. SUBJECT TO A 10 UTILITY AND DRAINAGE EASEMENT. Q w ALL REAR PROPERTY LINES ARE SUBJECT TO A 5' UTILITY AND DRAINAGE EASEMENT. W DEED BOOK 1525, PAGE 440 W Ll 21.40 S49°3207 W Cl 200.00 10.90 270007 WN2T0007 W 3°0718 I,, ~ „ 1~ ~ ALL SLOE LOT N LI ES ARE SUBJECT TO A 10 DRAINAGE AND UTILTIY EASEMENT CENTERED ON THE PROPERTY LINES. ~ U~ L2 14.56 N87'4809 W C2 10.00 16.68 ~ N22 2016 E N22 2016E 95 33 29 TI ALL U TIITY EASEMENTS CARRY ARIGHT-OF-ACCESS TO THE CITY OF NEW BERN. QUEENS POINT Q H » ~ » L3 18.21 S40°2126 W C3 200.00 7.83 38'49 52 WN38'49 52 W 2°14 39 ~ ti A PLANNED UNIT DEVELOPMENT w PLAT CABINET G, SLIDE 40-A ~ H ZONED R-6 W L4 18.15 N88'5053 E C4 125.00 24.11 4703'26"WN47'03'26"W 11°03'09" v W ~,I J r~ ~ L5 10.30 S14°10'01"W C5 125.00 16.96 N23'53'15"WN23°53'15"W 7°46'30" m W I, ~ L6 6.18 S40°29'39"W C6 250.00 25.93 ' ~ I- S36 53 OS E S36 53 08 E 5 56 33 r;r, ~ - , ~ L7 3, 98 S33°08 59 E C7 50.00 5.44 N28°15 56 W N28'15 56 W 6°1416 r SITE PLANNI~JG BY: 0 3 ~ _ n ri Iii' f' L8 17.66 S79°3917 E C8 50.00 24.14 N45'12'51"W N45°12'51"W 27°39'34" 1 Z L9 2 36 S65 50 Ol E C9 135.00 76.71 N3617 30 W N3617 30 W 32 35 01 N ~ r `Tr'y SI , ? M _ O L10 17,72 S08°3518 W C10 60.00 20.03 S49°2842 E S49'2842 E 19°0750 L11 2.28 S59°02'37"E C11 68.00 6.29 S37°15'51 "E S3T15'51 °E 5'1 753" - - - - ~ Ha erSmith 9 NOW OR FORMERLY Design PA STEVEN RFNGFI R~ I INOA CAI NFR <f DEED BOOK 1458, PAGE 144 Architecture ZONED R-6 W Landscape Architecture D C ` i Planning GRAPHIC SCALE j -1 Interior Design 30 0 15 30 60 120 PO Box 1308 A PRELIMINARY PLAT 300 South Dawson Street C1 C1 SCALE: 1"=30' Raleigh, North Carolina 27602 Fax: 919.828.4050 IN FEET) 919.821.5547 ©Copyright 2004 1 inch = 30 rt. 04146 C 1. DWG