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HomeMy WebLinkAbout20050322 Ver 1_COMPLETE FILE_20060210Permit Class NF W a-7? F 0U - rL) 3 22 Permit Number 103-06 . STATE OF NORTH CAROLINA Department of Environment and Natural Resources and Coastal Resources Commission D ??? ??? Q for JUN 1 2 2006 X Major Development in an Area of Environmental ?°tSl?e&7ER QUALITY pursuant to NCGS 113A-118 WEIIAtOAWST gERBRNCH Excavation and/or filling pursuant to NCGS 113-229 Issued to Patricia Fabrikant (first Flight Inn, Inc.), 5149 Tilden Street, NW Washing ton DC, 20016 Authorizing development in Dare County at Atlantic Ocean, 815 S. Vir ?ing_ is Dare Trail, Kill Devil Hills , as requested in the permittee's application dated r1/18/06, including the attached workplan drawing'(4) as referenced in Condition #1 of this permit. This permit, issued on Inne. 9, 2006 , is subject to compliance with the application (where'consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void..-. 1) Unless specifically altered herein, all development shall be carried out in accordance with. the 4 attached workplan drawings: 1 dated revised 6/17/05, 1 dated revised 5/22/06, 1 dated revised 1/25/06, 1 dated 12/5/05; and the AEC Hazard notice dated 1/25/06. ' . Ocean Hazard Area Development 2) Prior to the initiation of construction of any new structures within the Ocean Hazard AEC, a representative of the Division of Coastal Management shall stake the first line of stable natural vegetation and the small and large structure setbacks. These setback determinations shall replace those done at the time this permit application was processed and approved: Construction shall begin within 60 days of this'determination or the measurement is void and shall be re-established. In the case of a major shoreline change within that period, a new setback determination shall'be?required before construction begins. (See attached sheets for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance as the case may be. This permit shall be accessible on-site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work shall cease when the permit expires on December 31, 2009 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. v (? Charles S. J nes, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Patricia Fabrikant/First Flight Inn, Inc. Permit # 103-06 Page 2 of 3 ADDITIONAL CONDITIONS 3) The foundation pilings, and any other foundation or support structures for buildings, shall be located entirely landward of the 120-foot large-structure development setback line referenced in Condition No. of this permit. 4) No portion of the parking lot shall be located waterward of the large-structure setback. 5) Sand used to establish or strengthen dunes shall be of the same general characteristics as the sand in the area in which it is to. be placed. 0). Dune disturbance shall be'allowed only to the extent. necessary for the removal of the existing structures and if the dune's protective value is not weakened or reduced. All disturbed areas shall be repaired and immediately stabilized with vegetation. 7) All buildings in the Ocean Hazard Area of Environmental Concern shall be on pilings not less than 8 inches in diameter if round, or 8 inches to a side if square. 8) All foundations shall be adequately designed to be stable during applicable fluctuations in ground elevation and wave forces during a 100-year storm. Cantilevered decks and walkways shall meet this standard or shall be designed to breakaway without structural damage to the main structure. 9) All pilings shall have a tip penetration greater than eight feet below the lowest ground elevation under the structures. For those structures so located on the primary dune or nearer to the ocean, the pilings . shall extend to five feet below mean. sea level. 10) All construction within the Ocean Hazard AEC shall comply with all applicable requirements of the N.C. Building Code and the local flood damage prevention ordinance as required by the National Flood Insurance Program. If any provisions of the building code or the flood damage prevention ordinance are. inconsistent with any of the following AEC standards, the more restrictive standard shall apply. 11) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion swales or berms, sand fence, etc.). 12) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of any phase of grading on cut or filled slopes. Beach Access 13) The wooden beach access shall be less than six feet in width and raised on posts or pilings so that whenever possible only the posts or pilings touch the primary dune. Where this is deemed impossible, the structure shall touch the dune only to the extent absolutely necessary. In no case shall the access ways diminish the dune's capacity as a protective barrier against flooding and erosion. 14) Dune disturbances shall only be allowed to the extent necessary for development and if the dune's protective value is not weakened or reduced. Any areas of vegetation of the dune that are disturbed shall be re-vegetated as soon as feasible. Patricia Fabrikant/First Flight Inn, Inc. Permit It 103-06 Page 3 of 3 ADDITIONAL CONDITIONS Stormwater Manapenient 15) The N.C. Division of Water Quality approved this project under stormwater management rules of the Environmental Management Commission under Stormwater Permit No. SW7060419 on 5/4/06. Any violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit. General 16) ' Any structure shall be relocated or dismantled.when it becomes imminently threatened by changes in shoreline configuration, The.structure(s) shall be relocated or dismantled within two years of the time when it becomes imminently threatened, and in any case upon its collapse or;subsidence. -However, if natural shoreline recovery or beach renourishment takes place within two years of the time the structure becomes imminently threatened, so that the structure is no longer imminently threatened, then it need not be relocated or dismantled at that time. This condition shall not affect the permit holder's right-to seek authorization of temporary protective.measures allowed under Rule .0308(a)(2) of this Section. 17) All debris resulting from the removal of the existing structures shall be disposed of in an approved high ground disposal site. NOTE: In accordance with 15A NCAC 7H.0308(a), no new seawall or riprap revetments shall be allowed in the future should any structure become threatened from erosion, , NOTE: In order to protect hatchling loggerhead sea turtles, all lights on building faces, including balcony lights on the ocean side of all structures, should be eliminated. Where ocean side lighting is required, alternatives including shading, screening, or replacing fixtures with modern alternative light sources should be utilized. Parking lots, streets, walkways, dune crossovers, and other areas requiring lights should be illuminated with light fixtures located close to the ground to minimize casting direct light on the beach and dunes. For more information on the proper design of ocean side lighting, contact the N.C. Wildlife Resources Commission at (919) 729-1359. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required including but not limited to a Sedimentation and Erosion Control Plan from the Town of Kill Devil Hills if required. NOTE: Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (252) 264-3901 prior to the commencement of any such activity for this determination. NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No. 060322. Permit Class Permit Number NEW 73-06 STATE OF NORTH CAROLINA Department of Environment and Natural Resources and Coastal Resources Commission C) LP -CA93 r i t for o u V IR X Major Development in an Area of Environmental Conc?t u v pursuant to NCGS 113A-118 ww JUN 1 2 2006 X Excavation and/or filling pursuant to NCGS 113-229 DENR-WAIERQUALITY ti5'ETI/WDS A14D STOWNATER BR Issudd to Admiral harbor, 6432 Shinn Creek Lane, Wilmington, NC 28409 Authorizing development in'Brunswick County at Old Boat Harbor, 425 Brunswick Street, Southport , as requested in the permittee's application dated 1/16/06, including the attached workplan drawings (3) dated 1 dated 1/10/06 1 dated 2/17/06, and 1 dated revised 2/16/06 This permit, issued on Jnne 9, ?006 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. Marina Reconfiguration 1) This.permit authorizes only the docks, piers, and other structures anti uses located in or over the water that are expressly and specifically set forth in the permit application. No other structure, whether. floating br stationary, shall become a permanent' part of this reconfigured marina without permit modification. No non-water dependent uses of structures shall be conducted on, in or over public trust waters without permit modification. 2) No sewage,. whether treated or untreated, shall be discharged at any time from any boats using the marina. Any sewage discharge at the marina shall be considered a violation of this permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout the entire existence of the permitted structure. (See attached sheets for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance as the case may be. This permit must be accessible on-site to Department personnel when the project is inspected for compliance. Any maintenance work or'project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on December 31, 2009 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. v (? Cha e . Jones, Director ivision of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Admiral Harbor, LLC ADDITIONAL CONDITIONS Permit #73-06 Page 2 of 4 3) An as-built survey shall be performed on the docking facility showing the location of the adjacent property owners riparian access corridors. NOTE: Failure to provide the survey referenced in condition No. 3 may result in a violation of this permit. 4) Should either adjacent property be sold prior. to the initiation of construction, the permittee shall be required to obtain a signed riparian corridor waiver from the new property owner prior to the placement of any structures within the 15-foot riparian corridor. 5) No attempt shall be made by the permittee to prevent the ful-1 and free use by the public of all navigable waters at or adjacent to the authorized work. . 6) The permittee shall maintain the authorized work in good condition -and in conformance with the terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons the permitted activity without having it transferred to a third party. 7) This permit does not authorize the interference with any existing or proposed Federal project, and the permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury which may be caused from existing or future operations uridertaken by the United States in the public • interest. • . . . 8) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S. Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent reflectors shall be attached to the structure in order to make it more visible during hours of darkness or inclement weather. 9) All material resulting from the removal of the existing piers and pilings shall be disposed of in an appropriate manner. 10) This permit authorizes a maximum of twelve (12) boat slips Shoreline Stabilization 11) The permitted bulkhead shall be built as depicted on the attached workplan drawings labeled A-1 of 2 and dated revised 2/16/06. 12) The bulkhead shall be constructed prior to any backfilling activities. 13) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the structure. 14) A silt fence shall be properly installed immediately landward of the bulkhead cap immediately following completion of backfilling activities. 15) The bulkheads shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other suitable materials approved by Department personnel. I Admiral Harbor, LLC ADDITIONAL CONDITIONS Permit #73-06 Page 3 of 4 16) No backfill material shall be placed within 30 feet of the normal high water level, except that which will be used to backfill the area behind the permitted bulkhead. 17) All backfill material shall be obtained from a high ground source and confined behind the permitted bulkhead. 18) The fill material shall be clean and free of any.pollutants except in trace quantities. . Excavation 19) In order to protect juvenile finfish resources, no excavation or filling shall be permitted between April 1 and September 30 of any year without the prior approval of the Division of Coastal Management, in consultation with the Army Corps of Engineers. 20) No excavation shall take place within 10 feet of any area of coastal wetland. ' 21) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not authorized. 22) No excavation shall take place outside of the area indicated on the attached workplan drawing. 23) This permit authorizes only the use of a mechanical excavator. Any change in the approved method of excavation shall require a modification to this permit. 24) Excavation shall not exceed -5 feet below the normal low water level. In no case shall the depth of excavation exceed the depth of connecting waters. Spoil Disposal 25) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the beginning of any dredge activities. 26) All excavated materials shall be confined above normal high water and landward of regularly or irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any marsh or surrounding waters. 27) No spoil material shall be placed within 30 feet of the normal high water line. 28) The disposal area shall be properly graded and provided a ground cover sufficient to restrain erosion within 30 working days of project completion. Admiral Harbor, LLC ADDITIONAL CONDITIONS General Permit #73-06 Page 4 of 4 29) The permittee understands and agrees that, if future operations by the United States requires the removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions caused thereby, without expense to the United States or the state of North Carolina. No claim shall be made against the.United States or the state of North Carolina on account of any such removal or alteration. 30).. No vegetated wetlands or open water areas shall-be excavated or'filled, even temporarily, outside of the area indicated on the attached workplan drawings labeled 1 of 2 dated revised 2/16/06. 31). The West Indian Manatee (Trichecus manatus), :which is listed as a federally endangered species, has been reported in North Carolina waters. In order to protect the West Indian manatee all work should be done during the period from November 1 to May 31. If work must be done during the period from June- through October the enclosed guidelines, entitled "Precautions for General Construction in Areas Which may Be Used by the West Indian Manatee in North Carolina" shall be followed. NOTE: This permit does not eliminate the need 'to obtain any additional state, federal or local permits, approvals or authorizations that may be required. NOTE:. Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (910) 796-7215 prior to the commencement of any such activity for this determination. The permittee is further advised that many non-water dependent activities are not authorized within 30 feet of the normal high water level. NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No. 060293. NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. 200600555. 4O? W AT F9QG r -i D ? Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality May 12, 2006 Darryl D. Evans, Inc. 425 Indian Camp Road Smithfield, NC 27577 Subject Property: Hannah's Creek - Phase II Ut to Swift Creek [030402, 27-43-11, C, NSW DWQ Project # 05-0322, Ver. 2 Johnston County Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions Dear Mr. Evans: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 0.15 acres of wetland, 118 linear feet of perennial stream, and 4,914 square feet (ft) of protected Zone 1 Neuse River basin riparian buffer and 2,587 square feet (ft) of protected Zone 2 Neuse River basin riparian buffer to construct the proposed road crossing and subdivision at the subject property, as described within your application dated February 2, 2006 and received by the N.C. Division of Water Quality (DWQ) on February 10, 2006 and all additional information submitted and received by the DWQ on March 10 and April 27, 2006. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213 .0233. 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, and Non-discharge 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: 401 Oversight/Express Review 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 Noy` Carolina Ntuna!!y An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Darryl D. Evans, Inc. Page 2 of 4 May 12, 2006 Amount Approved Units Plan Location or Reference 404/Wetland 0.15 acres PCN page 8 of 12 Stream - perennial 118 linear feet PCN page 8 of 12 Buffer -Zone 1 4,914 (square ft. PCN page 11 of 12 Buffer -Zone 2 2,587 (square ft. PCN page 11 of 12 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. 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. Diffuse Flow All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at non-erosive velocities through the protected stream buffers such that it will not re-concentrate before discharging into a stream as identified within 15A NCAC 213 .0233 (5). If this is not possible, it may be necessary to provide stormwater facilities that are considered to remove nitrogen. This may require additional approval from this Office. 5. Protective Fencing The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved under this authorization shall be clearly marked with orange warning fencing (or similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC 213 33 and GC 3402. 6. Construction Stormwater Permit NCG010000 Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES General stormwater permit (NCG010000) administered by DWQ is automatically issued Darryl D. Evans, Inc. Page 3 of 4 May 12, 2006 to the project. This General Permit allows stormwater to be discharged during land disturbing construction activities as stipulated by conditions in the permit. If your project is covered by this permit [applicable to construction projects that disturb one (1) or more acres], full compliance with permit conditions including the sedimentation control plan, self-monitoring, record keeping and reporting requirements are required. A copy of this permit and monitoring report forms may be found at http://h2aenr.state.nc.us/su/Forms Documents.htm. 7. Culvert Installation , Culverts required for this project shall be installed in such a manner that the original stream profiles are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall be designed and installed to allow for aquatic life movement as well as to prevent head cutting of the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re- installed correctly. Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each culvert. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of water and aquatic life. Design and placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the above structures. The applicant is required to provide evidence that the equilibrium shall be maintained if requested in writing by DWQ. The establishment of native, woody vegetation and other soft stream bank stabilization techniques must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of Water Quality. Installation of culverts in wetlands must ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed. The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please send photographs upstream and downstream of each culvert site to document correct installation along with the Certificate of Completion form. 8. Deed Notifications Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or Darryl D. Evans, Inc. Page 4 of 4 May 12, 2006 buffers approved for impact under this Certification Approval and Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/newetlands. The text of the sample deed notification may be modified as appropriate to suit to this project. Open Space Deed Restriction Per correspondence from Neal Floyd to the DWQ dated April 28, 2006 and received by the DWQ on April 27, 2006, The area shown as, "Open Space" will shown on the recorded plat of Hannah's Creek, and recorded with the deed. This area shall be maintained in perpetuity and adhere to the conditions as set forward in the above-referenced document. 10. 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. 11. 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/Wetlands 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. 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. Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786. Sincerely, 115, Alan W. Klimek, P.E. Darryl D. Evans, Inc. Page 5 of 4 May 12, 2006 AWK/Ym Enclosures: GC 3404 Certificate of Completion cc: Eric Kulz, DWQ Raleigh Regional Office USACE Raleigh Regulatory Field Office File Copy Central Files Neal Floyd, Neal Floyd & Associates, Inc., 7908 Audubon Drive, Raleigh, NC 27615 Filename: 050322HannahsCreekVer2(Johnston)101+NB R Neal C. Floyd & Associates, Inc. 04 ij t0 3o 4D -2- Z7- ¢3 ~ll C v?S? t. I?? ?32Z APR 2 7 2005 5l-SS G4 ?o?n 4•s C-teak Y. ?k Uks 5 2 - S Lch ; 6'., f e-j .ems ? (.,e? 1a ? aw,wrs , Gros ?? o? ?1s , t...o- -s i iq , 15, 2or •Z 1- Z7 d.??,? - ? S a-f- N P-4 O-V\ 6W t2-c S IRo ? V-0 rb?ar--}-c.` ?1 v?? `??S.e? S.2sr?S i v.? 012a-S a-tA ?Vv? rv Q r -. l).) V das ?Gp-Y?e?^ tz:b? A 1 v? C fi^-S Ike. , SP as-2- areAS al e_ - ?e b? ` .z-Y•ar ?Ufi^P- osSo c??VA ,` - Ap s C.s SC(--- W ar.e_ W Grams c ? v? O.r? r- i CLA a--? v??.e-sue ?-e- qp ?. 7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865 ,T ?oFWArFRQ William G. Ross Jr., Secretary 0 North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director ?_ - Division of Water Quality O ? March 20, 2006 DWQ Project # 05-0322, Ver. 2 Johnston County CERTIFIED MAIL: RETURN I?-CEIPT REQUESTED Darryl D. Evans, Inc. 425 Indian Camp Road Smithfield, NC 27577 Subject Property: Hannah's Creek - Phase II Ut to swift Creek [030402, 27-43-11, C, NSW REQUEST FOR MORE INFORMATION Dear Sir or Madam: the Division of Water Quality (DWQ) received your application dated February 2, On February 10, m2006, : 2006, to impact 0.15 acres of wetland and 1 ert . On March 10, 2006, the constructthe more a crossing and subdivision at the subject prop Y that your application remains incomplete termined information from you. However, the DWQ has discus ed below. The DWQ will require additional and/or provided inaccurate streams the information in order to process your application fi?eipct copies of thetaddition 1 informat on reque t d below, subject property. Therefore, unless we receive we will have to move toward denial of your application as required by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we receive fl eadditional information. Please provide the following information so that we may continue to review your Additional Information Requested: within your response letter 1. Please complete which lots you-were referring to in * item number to be 3laced on lots: 13,14,19-27,- to the DWQ regarding the requirement for deed notifications p 47-49, 51-55, and on the area labeled, "Reserved For Future Offsite" and "Open Space". have receive Please contact the DWQ within three weeks of the date o this letter to e you rhat yout and will be d this letter and that you remain interested in continuing to pursue P ntact roviding the DWQ the requested information at a later rie date. Please w'to n three in writing and Eric Kulz p of the DWQ Raleigh Regional Office. If we do not that you no longer want to pursue this project and we will consider the project as withdrawn. This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or r. set up a meeting tIan Muss hillan is mat e9.733- 1786 if you have any questions regarding or would like to CCarolina N? °?1m 401 Oversight/Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, suite 250, Raleigh, Notch Carolina 27604 Phone: 919-733-1786/ FAX 919-733-6893 / Internet: htt ://h2o.enr.state.naus/ncwetlands An Equal Opportunity/Affirmative Action Employer - 50% Recycled/ 10% Post Consumer Paper 'ji I I 1 042 -D?(? -.?. 05-o322,Ues.2 J a'Itins? ? . S s -e-c\ n"`Pd P The areas shown as °P_e4\ s fOL-r-e-__. on the recorded_plat QUIannah -s Creek, and recorded in PB Pg_, shall be maintained in perpetuity in fficir natural or mitigated condition. No person or entity shall perform-any-of the following activities on such conservation area: a. Fill, grade, excavate or perform any-other land disturbing activities b. Cut, rnow, burn, remove orharm any vegetation C. Construct or place any roads, trails, walkways, buildings, mobile homes, signs,. Utility poles or towers or any permanent or lemporary structures. d. Drain or otherwise disrupt or alter the-hydrology or drainage ways of the conservation area e. -Durnp or store soil,'.uaA or other waste I -Graze ter water animals, or use for any agricultural or horticultural purpose The areas shownas _op-en sPO-ae ,_. on the recorded_pW_ f.Hunnah,_S-Creek, and recorded in PD Pg_shall be maintained in perpetuity in their natural or mitigated condition. No person or jntity. shall perform-any-0f the following activities on such conservation area: a. Fill, grade, excavate or perform any-other land-di. bing activities b: Cut, mow, burn, remove orharm any vegetation e. ConsMwt or place any roads, trails, walkways, buildings, mobile homes, signs,. utility poles or towers or any permanent. or temporary.sauctar-es. d. Drain or otherwise disrupt or alter the-hydrology or drainage ways of the conservation area e. -Dump or store soil,-.aush, or other waste I -Graze orwater animals, or use for any agricultural or horticultural purpose -14 o P l 4-1 t 2,5 1 r ?r 1' ?? ?Q`wl S -?j?(` S, ll? , v S p The areas shown as ,op_en s ea.c e-,_. on the recorded-plat-of.Hannah,-S Creek, and recorded in PD Pg_,shal]'be maintainedin mitigated condition. No person or=ity.shall perform any the-following activities such conservation area: a. Fill, grade, excavate Or Perform any-Other land disturbing-activities b: Cut, rnow, burn, remove or-harm any vegetation e Construct or place any roads, trails, walkways, buildings, mobile homes, signs,- * utility or rowers or any permanent. or lempotarystructures. Cl. Drain or otherwise disrupt or alter the-hydrology or drainage ways of the conservation area e. Dump or store sad,-,tra* or other waste f Graze or water animals, -or use for any agricultural or horticultural purpose O l?C t v? f ?S t ?? V?2 C-ts--Y?c]`v. -?j f` s t,?.,?D C?-t? v? S i O ?.24 t P The areas shown as opefn s ea.c e-___ on the recorded-plat .ofl-iunnah'-s-Creek, and recorded in PD Pg,shall be maintained.inperpetuity in their natural or- rnitigated condition. No person or=ity.shall perform anyofthe following = ivities vn Stich conservation area: a. Fill, grade, excavate or perform any-other land disturbing activities b: Cat, mow, burn, remove orharrn any vegetation C. Construct or place any roads, trails, walkways, buildings, mobile homes, signs,. utilitypoles or towers or any permanent. ortemporary.structures. d. brain or otherwise disruptor alter the-hydrology or drainage ways of the conservation area e. Dump or store soil,arash, or other waste T -Graze or water anirnals, or use for any agricultural or horticultural purpose C, pva 'I Y-1 r?s'?Y crr}i v-e_ GZ;VeAckv - - s wb?•.cv ? s ; o ?` The areas shown as ;°P-gin is Pa-c e.`_. on the recorded-plat .ofd3unnuh'S-Creek, and recorded in PD __Pg_shall be maintained in mitigated condition. No person or entity . shall perforrn day-of the following ??US or. Dn Stich conservation area: a. Fill, grade, excavate or.perform any-other land disturbing activities b. Cut; mow, burn, remove orharm any vegetation c. Construct or place any roads, trails, walkways, buildings, mobile homes, signs,. utility poles or towers or anyp=anent.or temporary-structures. d. Drain or otherwise disrupt or alter the?hydrology or drainage ways of the conservation area e. Dump or store sWl,:tra* or other waste 'f Grow or water animals, or use -for any agricultural or horticultural purpose % Neal C. Floyd & Associates, Inc. 31,? 10(0 q-ol ov-Qrs?g???=?- ?x ???s 4eAj -?- P r 1 `tiw[ Er? 1117 ?? 0 u MAR 1 0 2006 ?C . `b? rv k o 5 - D 32Z Q ecc pEt;tt-YJATERQUALITY ?;E7eh,o; ?;n sTO; ?,r?:A7ER ERAi:cN V ` ( r Y\iDr MoA TV\ S D 's 'k kZOA-C, J 7908 AUDUBON DX. / RALEIGH, NORTH CAROLINA 27615 / 919-870-786j- ag •073 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality February 15, 2006 CERTIFIED MAIL: RETURN RECEIPT REQUESTED Darryl D. Evans, Inc. 425 Indian Camp Road Smithfield, NC 27577 DWQ Project # 05-0322, Ver. 2 Johnston County Subject Property: Hannah's Creek -Phase H Ut to Swift Creek [030402, 27-43-11, C, NSW REQUEST FOR MORE INFORMATION Dear Sir or Madam: On February 10, 2006, the Division of Water Quality (DWQ) received your undated and unsigned application to impact 0.15 acres of wetland and 118 linear feet of stream to construct the proposed road crossing and subdivision at the subject property. The DWQ has determined that your application.was incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetlands and/or streams on the . subject property. Therefore, unless we receive five copies of the additional information requested below, we will have to move toward, denial of your application as required by 15A NCAC 2H.050 ' 6 and will place this project on hold as incomplete until we receive this additional information. Please provide the following information so that we may continue to review your project. Additional Information Requested: •I 1. Please fill out, sign, date and submit page 12 of 12 of the PCN application to the DWQ. J-/2. Please submit level spreader worksheets-and Level Spreader Operations and Maintenance Agreement to the DWQ. 3. Deed restrictions must be placed on lots: 13, 14, 19-27, 47-49, 51-55, and on the area labeled, V "Reserved For Future Offsite" and "Open Space". q 4. Please clearly indicate by lighter and darker transparent grays or hatching where Zone 1 and Zone ` 2 buffers are located on the site plan. ',u b l %,,, o i d5. Please provide the location of any proposed stormwater management practices as required by . GC3404. 1?6. Please provide detail for the stormwater management practices as required by GC3404. ? 7. Please specify the percent of project imperviousness area based on the estimated built-out conditions. No F bo ire 401 Oversight/Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crsbtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / Internet: hhtp://h2o.mr.state.nc.us/ncwetlands one ?l! ?)3na N An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumez Paper Datry1.D. Evat? Feb pag" `'o.? V 8. Please indicate all stormwater outfalls on the site plan. Q0, ICI Please indicate all buffer impacts on the site plan and clearly distinguish between Zone 1 and Zone 2 buffers. 10. Please submit the easement agreement for the "permanent open space" referenced in your PCN application `Q5 a; 6? 09 v Please contact the DWQ within three weeks of the date of this letter to verify that you have received this . letter and that you remain interested in continuing to pursue permitting of your project and will be providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your.application are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733- 1786 if you have any questions regarding or-would like to set up a meeting to discuss this matter. Sincerely, Cyndi Karoly;, Supervisor 401 Oversight/Express Review Permitting Unit CBK/ijm Enclosures: GC3404 cc: Eric Kulz, DWQ Raleigh Regional Office USACE Raleigh Regulatory Field Office File Copy. Central Files Neal Floyd, Neal Floyd & Associates; Inc., 7908 Audubon Drive, Raleigh, NC 27615 Filename: 050322Ver2HnnnahsCreeMohnston)On Hold 04/11/2006 14:20 359©428 CURK LANE PAGE 01 DAR -Dko-) q *-- ? SA,- 5p a L. CLJl ?; ?,_COO-r- 0 6 - 0322_0 V es. 2 D1^A s ?? 4D . rAb A.C> I Ka-V APP,-11-2006 TUE 13:15 TEL:9197336893 NRNE:DWQ-WETLANDS P. 1 William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources (ENIL O Alan W. Klimek, P.E. Director Division of Water Quality March 20, 2006 DWQ Project # 05-0322, Ver. 2 Johnston County CERTIFIED MAIL: RETURN RECEIPT REQUESTED Darryl D. Evans, Inc. 425 Indian Camp Road Smithfield, NC 27577 Subject Property: Hannah's Creek - Phase II Ut to Swift Creek [030402, 27-43-11, C, NSW REQUEST FOR MORE INFORMATION Dear Sir or Madam: On February 10, 2006, the Division of Water Quality (DWQ) received your application dated February 2, 2006, to impact 0.15 acres of wetland and 118 linear feet of stream to construct the proposed road crossing and subdivision at the subject property. On March 10, 2006, the DWQ received more information from you. However, the DWQ has determined that your application remains incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetlands and/or streams on the subject property. Therefore, unless we receive five copies of the additional information requested below, we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this additional information. Please provide the following information so that we may continue to review your project. Additional Information Requested: 1. Please complete which lots you were referring to in * item number 3, within your response letter to the DWQ regarding the requirement for deed notifications to be placed on lots: 13, 14, 19-27,. 47-49, 51-55, and on the area labeled, "Reserved For Future Offsite" and "Open Space". Please contact the DWQ within three weeks of the date of this letter to verify that you have received this letter and that you remain interested in continuing to pursue permitting of your project and will be providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733- 1786 if you have any questions regarding or would like to set up a meeting to discuss this matter. 401 Oversight/Express Review Permitting 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 NOOC Carolina Naturally An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Darryl D. Evans, Inc. Page 2 of 2 March 20, 2006 S' erely, Cyndi Karoly, Supervisor 401 Oversight/Express Review Permitting Unit CBK/Ym cc: Eric Kulz, DWQ Raleigh Regional Office USACE Raleigh Regulatory Field Office File Copy Central Files Neal Floyd, Neal Floyd-& Associates, Inc., 7908 Audubon Drive, Raleigh, NC 27615 Filename: 050322Ver2IlannahsCreekaohnston)0n Hold2 oar z` DS-0322 Ideal C. Floyd & Associates, Inc. R[-4@MwR p 211 ? ?t.J Lit IaS FEB 1 0 2006 DENR - WATER QUALITY Y#'ETlANDS AND STORMINATER BRANCH ?-o ss i C) 'J, C? -??' , Q . C . fbc ??- aP , "~w"l ?'a??- 6?r?-a3aS Y., 7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865 7LO 0/ - ?.? L9 ,rf L;W-- z•d Z88E?1E66T6 ONI SWUA3 Q iAaaua d60sLO 90 80 gazi C? FEB 1 0 2006 DENR. WATER QUALITY cn AurA AND STpZi DATER BRANCH Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. Uf?r 2- rLS - D3 9, 2- (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: Section 404 Permit © Riparian or Watershed Buffer Rules Section 10 Permit ? Isolated Wetland Permit from DWQ ? 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: OW-2 144nooA srossinst) 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 Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, 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: ? II. Applicant Information 1. Owner/Applicant Information Name:- p 0.rf Mailing Address:_ Z 5 Telephone Number: M -7q5 -1515 Fax Number: Q:34--3E)82_ E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the 'Agent has si natory uthority for the owner/applicant.) Name: 4?c?-I o L., ?j Company Affiliation: ?J--e-a-LPIoLiA o c_ to L Mailing Address: 7q 4 8 A «tn 11 r'i ?1?2 Telephone Number: 422-- 6,74-5 Fax Number: (7 (7 - 0395 E-mail Address: 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: - ?f1 y1a kS Cr 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3,. Property Identification Number (Tax PIN): 3230 I I- OBq(p 12- 2+7 4. Location County: 'Z?0'( \ S?DY\ Nearest Town: ? 0. SA 4- 0 Subdivision name (include phase/lot number):--- ?4o"nP11,4)s C"J 9-?-1 Directions to site (include road numbers/names, landmarks, etc.): ?Stc1--\ 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): ON Oar 6. Property size (acres): 7 ?.1 04- 7. Name of nearest receiving body of water:t Cry 8. River Basin: (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.ne.us/adminJmaps/.) 9. Describe the existing conditions on the biteand general land use in the vicinity of the project at the time of this application: W cyrA f -+e rvv? l 0_,O • Sa-J,? 5u al Ji S i o-/15 F?! Page 6 of 12 10. Describe the overall pro ect in detail, including the type of equipment to be used:_ C2Jo n O ? 11. Explain the purpose of the proposed we 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 pen-nit requests. anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. nO 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, 'and all streams (intermittent and perennial) should 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. of the proposed impacts: Y' Page 7 of 12 2. Individually list wetland impacts. Types of 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. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain es/no Distance to Nearest Stream linear feet Area of Impact (acres) f toss 40 r? V? o ?n ©. 15 Total Wetland Impact (acres) p. 5 0r_ ' (A 53 51= - ?.5go??lcs_ tJ'R8 3. List the total acreage (estimated) of all existing wetlands on the property: 3. D ac??S R, (o acres 1J- Rr3 I •?S 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, 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. To calculate acreage. multinly length X wirith then divine by AA 5(n Stream Impact Number indicate on map Stream Name A . .1 __ _ Type of Impact 5 Perennial or Intermittent? Average Stream Width Before Impact Impact Length linear feet Area of Impact acres # CE?TC " fi oo X05 't We_r \ v\% o, 1 ®,,( Total Stream Impact (by length and acreage) 11S 8zo3 LZ_ SF- cl 0 Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic ' ?P Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding. drainage. hulkhends_ etr. Open Water Impact Site Number indicate on ma Name (if applicable) Watee) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. Area of Impact acres Total Open Water Impact (acres) Page 8 of 12 6. List the cumulative impact to nll Wnterc nf tl,A r t c r-„it- c? ..r *I- Stream Impact (acres : D.O I Wetland Impact (acres): b. [ Open Water Impact (acres): Total Impact to Waters of the U.S. (acres) Total Stream Impact (linear feet : 1 1 a 7. Isolated Waters Do any isolated waters exist on the property? ? Yes CaNo Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. 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): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: Expected pond surface area: 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. I.1XO'tpr 4- 1 m ; aPA -4- I 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. Nf. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Pcrmits, published in the Federal Register on January 15, 2002, 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 NCEEP 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/newetlands/strmgide.htm1. 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, efc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 2. Mitigation may also be made by'payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.ne.us/wrp/index.littn. If use of the NCEEP is proposed, please check the appropriate box on page five and provide, the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 10 of 12 IX. Y. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federaUstate) land? Yes ? No 0 2. 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 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 ? 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 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ® No ? 2. If "yes", 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. 3.. type of mitigation is proposed (i.e., Enhancement, or Payment into the appropriate information as identified t,. Zone* Impact Multiplier Required (square feet) Mitigation /1-n 14 1 3 (2 for Catawba) 2 1.5 Total * Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what Donation of Property, Riparian Buffer Restoration / Riparian Buffer Restoration Fund). Please attach all within 15A NCAC 2B .0242 or .0244, or .0260. Page 11 of 12 o?oF wa rFRpG Daryl Evans Daryl Evans Bld. Inc. 425 Indian Camp Smithfield, NC 27577 Subject Property: Hannah's Creek UT to Swift Creek [03-04-02, 27-43-11, C NSW (nutrient sensitive)] On-Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A NCAC 2B .0233)-EXPRESS REVI ''W PROGRAM Dear Mr. Evans: On March 2, 2005, at your request I conducted an on-site actennination to review one feature located on the subject property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The feature is labeled as "A" on the attached maps initialed by me on March 3, 2005. The Division of Water Quality (DWQ) has determined that the feature labeled as,"A" on the attached maps is subject to the Neuse Buffer Rule, the origin of feature A has been delineated and flagged in the field with red flagging. This stream feature and its associated buffers should be identified on any future plans for this property. The owner (or future owners) should notify the DWQ (arid other relevant agencies) of this decision in any future correspondences concerning this property. This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o John Dorney, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third party appeals are made in a,timely manner. 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 determination is final and binding unless you ask for a hearing within 60 days. 401 Oversight/ Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919.733-1786 /FAX 919-733-6693/ Internet: htto://h2o.enr.stnte.nc.us/ncwetlands Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources O Alan W. Klimek, P.E. Director Division of Water Quality March 3, 2005 DWQ EXP# 05-0322 Johnston County Noi` Caro)ma Nat"allil An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper Daryl Evans Page 2 of 2 3/3/05 This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers. Nor does this letter approve any activity within Waters of the United States or Waters of the State. If you have any additional questions or require additional information please call Deborah Edwards at (919) 733-9502. Sincerely, Alan W. Klimek, P.E. AWK/dae Attachments: Johnston County Soil Survey map US GS Powhatan Quad map cc: DWQ Raleigh Regional Office File Copy Central Files Neal Floyd-7908 Audubon Drive, Raleigh, NC 27615 Filename 050322HannahsCrk(Johnston)EXP+origin UNITED STATES FEB I o tm PEN - WATER QUALITY DE1 ARTMT ENT OF THE ENTERIC ? ' ° ?? ' ??' ' GEOLOGICAL SU VET 78.0 :3 0' , 797o00m.F _} a?28 con?..rvI,4 71 Ll 30 -- _ - , • _ - 1555 1 --7 3CO ins zz= 3943 ??. .\ • • t +, f , y -tea e.. . . Oo z5?_ . 08 TTON SERVICE C? 06 ? F EB 1 ? 20 Qt1?? ? R-WARQUALI?CH O? - -- - - -== B WoD ??. • ? j - 1555 ae Nk WaE t < <? _ f .?_ NOB } . L ?$ NOS Ra ( rte, i ! B ?. r ? : r '?, _ ?'`? ? 't? _ » ?d '' •; "µ ?' °?• ? ? Math i,. r?,E NOG NOB J ?• McB F. ?' it - 1 a k4ii VM/+ if? YS :: f"F. t, y ? c ' ,, y ? ?????.?..5 ?*yt?.V` .i °.?•-?:, ?_ NaO? \ ??i ?'• 1Y1aG f 11?. = x. r.? b _ Syl. .? M r l v? f?,? }. .?';s: ?,,, _r'??.. ,? ... _ ,.K.., a„_ C:-.yUi ; x--'+?i`.-Mxxh'.?. r ?.tt°+'?i?s. ?-.ik•.L? , • - ? ?"- ` ?"' s' Go _ _ _ a ? ; F's.-rte ° •'? - C?? NoA WaB. ` '\ .? :a?; s. ? - •,s??t ?- 'cis. t -c(.e 2?'? k, ? ", No&AaA -WaB .d? , ; p2D 7. N> NoB, - _ --?? ; NoA Mc?: WaB Y NoA NoB McB NoB McB?' PaD MCB `Bb Nom" GoA_ NoA CeC Bb. Nob 1 axe<-k ?? Vrlll tc ?\ VrA VFd0 _? ?. NcB / Mar 06 06 09:43a Neal C. Floyd & Assoc. 676 8395 Deal C. Floyd & Associates, Inc. b 0 q .SS P-P-JieQ '401 ov-(Zrsi5vAje? Rte'. -b?,o Q 96) ec, ? D S - C 327, C*Zet - ?VCL-?? J? p.1 D Su-'W? L9jar Cj 1 Y?C.Q? 7 7968 AUDUBON DRt. / RALE1G11, NORTH CAROLINA 2761; / 919-876-7863• MGR-6-2006 MON 06:59 TEL:9197336893 NAME:DWQ-WETLANDS R. 1 0?0F WArFg Michael F. Easley, Governor Wa William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources > 0__ Alan W. Klimek, P.E. Director Division of Water Quality February 15, 2006 DWQ Project # 05-0322, Vera 2 Johnston County CERTIFIED MAIL: RETURN RECEIPT REQUESTED Darryl D. Evans, Inc. 425 Indian Camp Road Smithfield, NC 27577 Subject Property: Hannah's Creek - Phase II Ut to Swift Creek [030402, 27-43-11, C, NSW REQUEST FOR MORE INFORMATION Dear Sir or Madam: On February 10, 2006, the Division of Water Quality (DWQ) received your undated and unsigned application to impact 0.15 acres of wetland and 118 linear feet of stream to construct the proposed road crossing and subdivision at the subject property. The DWQ has determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetlands and/or streams on the subject property. Therefore, unless we receive five copies of the additional information requested below, we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this additional information. Please provide the following information so that we may continue to review your project. Additional Information Requested: 1. Please fill out, sign, date and submit page 12 of 12 of the PCN application to the DWQ. 2. Please submit level spreader worksheets and Level Spreader Operations and Maintenance Agreement to the DWQ. 3. Deed restrictions must be placed on lots: 13, 14, 19-27, 47-49, 51-55, and on the area labeled, "Reserved For Future Offsite" and "Open Space". 4. Please clearly indicate by lighter and darker transparent grays or hatching where Zone 1 and Zone 2 buffers are located on the site plan. 5. Please provide the location of any proposed stormwater management practices as required by GC3404. 6. Please provide detail for the stormwater management practices as required by GC3404. 7. Please specify the percent of project imperviousness area based on the estimated built-out conditions. One Carolina 401 Oversight/Express Review Permitting Unit f!lCal?? 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.no,us/newctlands An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Darryl D. Evans, Inc. Page 2 of 2 February 15, 2006 8. Please indicate all stormwater outfalls on the site plan. 9. Please indicate all buffer impacts on the site plan and clearly distinguish between Zone 1 and Zone 2 buffers. 10. Please submit the easement agreement for the "permanent open space" referenced in your PCN application Please contact the DWQ within three weeks of the date of this letter to verify that you have received this letter and that you remain interested in continuing to pursue permitting of your project and will be providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733- 1786 if you have any questions regarding or would like to set up a meeting to discuss this matter. Sincerely, ?v Cyndi Karoly, Supervisor 401 Oversight/Express Review Permitting Unit CBK/ijnr Enclosures: GC3404 cc: Eric Kulz, DWQ Raleigh Regional Office USACE Raleigh Regulatory Field Office File Copy Central Files Neal Floyd, Neal Floyd & Associates, Inc., 7908 Audubon Drive, Raleigh, NC 27615 Filename: 050322 Vcr2IIannallsCrce W ohnston)On_Ilol d DWQ# 0? - 3 Z2- Date ? 1 S d ?' Who Reviewed: ``V . ???tlc?( Plan Detail Incomplete ? Please provide a location map for the project. ? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilizat' non the site plan. ? Please show all wetland impacts including fill slopes on the site plan. e 0 ' ? 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` ??e.ef ? 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 life passage. ? Please locate any planned sewer lines on the site plan. tcxc5 -7b'F i?1C?(.LdfL? t? ? Please provide the location of any proposed stormwater management practices as required by GC ? Please provide detail for the stormwater management practices as required by GC rr 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 the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please revise the plans to avoid the impacts. ? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . 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. ? Please submit electronic CAD files showing , via email to ian.mcmillan@ncmail.nct and CD. 111itigat n ? - ?("" SQ k w k:,(JL (o (S gbl,.j S? we ' 5 F? Eps 4, t w ? ? rl 5F ?t.5 " k)" ; 3 ?'f? Je,? C ? ?ro of compensatory mitigation is required for this project. Please provid , It e a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate t? the type of impacts proposed. 076 /Vo t- sfrp 0 -dead ,?S r<slr? ? Please indicate which 404 Permit the USACE would use to authorize this project. DWQ# Date -2- Who Reviewed: L?^ V Plan Detail Incomplete C& \ 1 ? Please provide a location map for the project. ? 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. U\,?` (l? p &C, 111 1 `G c)? O&F, Please indicate all buffer impacts on the site plan. (? QinA? ? Please indicate proposed lot layout as overlays on the site plan. r r? LV 1 vU ` q ,? ? Please indicate the location of the protected buffers as overlays on the 'te plan. ? Please locate all isolated or non-isolated wetlands, streams and other wate s of the State as overlays on the site plan. LA5 ? Please provide cross section details showing the provisions for aquatic life ? Please locate any planned sewer lines on the site plan. Please provide the location of any proposed stormwater management prat Please provide detail for the stormwater management practices as requireI Please specify the percent of project imperviousness area based on the est 1YJ Please indicate all stonmwater outfalls on the site plan. ? Please indicate the diffuse flow provision measures on the site plan. passage. D - 2 ?J 5 ??A ccs as rc9uir1 bYGC5A r (?. by GC 30 Hated built-out nitions. l r ,cce _ r 1 ? t Please eliminate the or provide additional I ? 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 information as to why it is necessary for this project. ? This Office believes that the labeled on the plans as . Please revise the plans to avoid the impacts. ? This Office believes that the labeled on the plans as . Please revise the plans to minimize the impacts. can be moved or reconfigured to avoid the impacts to the can be moved or reconfigured to minimize the impacts to the ? 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. ? Please submit electronic CAD files showing via email to ian.mcmillan@ncmail.net and CD. 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. CLAYTON SUR'vE+ED BY: NC HWY 42 o~w~ Br TRUE' LINE' ,S'Uf~Y~'YING, P. C. cHececo er: 205 WEST MAW STREET ~pSyO Ry~S~~ p9p pN m ~ g oanwiNC r+,we: ~ CLAYTON, N.C. 27520 ~4. aMEL ~ A CH URCH RO UBL1C) TELEPHONE: (919) 359-0427 AD 75 R W (P 174 • oti kfR1f0 ~ FAX: (919) 359-0428 ~~a, surrm w~: www.truelinesurveying.com O ~ RD 3~ a ~n OR~~ ~ I 0 94' 37' 113 oe ti £ m 1 ~ M I 73' 110 ~ R ~ roe r+o. ' pq0 m ~ -J ~ ~ ~ 66 ~ ~ 42982 S 0.987 AC 42982 SF " o SITE 0.987 AC 69 ~ 68 67 0 PRELIMINARY PLAT ~ ~ " " 28776 SF LEEWAY CT. Of 24783 SF " 240' 30232 SF 25259 SF 0.661 AC z4°' ° 0.569 AC 0.694 AC 0.580 AC VICINITY MAP NOT TO SCALE) HANNAHS CREEK ~ ( 2 ~ FOR 65 M 32401 SF 40 . DARRYL D. EVANS, INC. 0.744 A CLAYTON TOWNSHIP, JOHNSTON COUNTY ZZ9 0.744 AC ~9 • ~ ; 105' 107' So z 24455 SF SUBDIVISION SITE DATA 0.561 AC 229 AREA IN TRACT ..................................................................3322330 SF 76.270 AC ' 133' 128' 27 • ?26• LINEAR FEET IN STREETS ........................................................4666 LF 3, s g 6~ AREA iN RIGHT OF WAY ......................................................250998 SF 5.762 AC ............................68 NORTH CAROLINA +3~ +oo goo goo goo O 3 g NUMBER OF LOTS PROPOSED ~ AREA IN LOTS ....................................................................2231943 SF 51.238 AC 62 I ~ APRIL 1 1 , 2006 O O O N O N O 2soto ioo o ioo zoo aoo ~o" ~ ~ 8 N 7 6 5 0.666 A 28408 SF ~ 229 " 63 ~ J 64 AVERAGE LOT SIZE .................................................................0.754 AC 29010 SF 21371 SF ~ / / AREA IN OPEN SPACE INSIDE WETLANDS AND RIPARIAN BUFFERS ................264497 SF 6.072 AC 0.666 AC F AREA IN OPEN SPACE OUTSIDE WETLANDS AND RIPARIAN BUFFERS .............335921 SF 7.712 AC 26731 S 229' 0.491 AC / ! 1,~, 37035 SF OPEN SPACE REOUIRED ......................................................................................7.627 AC ~o0 24908 SF 25125 SF 25344 SF 25562 SF 0.614 AC , / 0.850 AC AREA IN WEiLANDS ..........................................................................................130767 SF 3.002 AC / ~ AREA IN RIPARIAN BUFFERS ............................................................................286668 SF 6. 81 A s~aie: _ goo' WETLANDS 11 28205 SF 0.652 AC 0.572 AC 0.577 AC 0.582 AC 0.587 AC O 4 145 / ~ 'NOTE: ONLY LOTS 52, 53 do 54 EXTEND INTO THE RIPARIAN BUFFER. PERMANENT V .o. 0.647 AC o ~ ( 60 10 ALL OTHER REMAINING LOTS REMAIN OUTSIDE OF BUFFER AND 61 / WETLAND AREAS. OPEN SPACE ~s" ~ 2 N~ 23731 SF 29630 S TO BE RETAINED - 0.545 AC 0.680 A BY OWNER O 23625 SF 29630 SF ~ 0.680 AC 28899 SF lg NO 100 YEAR FEMA FLOOD ON THIS PROPERTY. FEMA FIRM PANEL NO. 370138 0205D 31582 SF / / 59 ? 0.663 AC ~ ~9, 0.725 AC / ^ a~ PARENT TRACT DEEDS: DB 2785 PG 475 174146 SF , ° ~ 13 ''w~, 0.542 AC 89~ ~ i' gg' 100' 100' 100' 204' 204' S4' 11 / ~ ~ 58 N DB 2789 PG 773 6 26663 SF 3.998 AC 9z / DB 741 PG 049 ~ 0.612 AC 9s 42828 SF 2. 6S• 26389 SF NC PIN N0. 1658-21-3239 0 0.983 AC 14 , 193. 93' 195 3y ~y 110' 10' 154' 95',::;::;: :g3. 1658-11-0896 o.so6 Ac _ _ 47 m 2 37 a 38 ~ , 1~0, `ti6 f 1658 12 2 9 ~ ti ~ 2~~ ~ 4 CROSSING ~o° r 50 57 OWNER: DARRYL D. EVANS INC. 15 39 29636 SF 27366 SF ° 0 ~ ' ~ ~ 425 INDIAN CAMP ROAD 51 26' SMITHFIELD N.C. 27577 0.680 AC ~ 27898 SF z, • 23246 SF 27072 SF ,~i 0.628 AC B SF ~ i , " 54 • 0.534 AC 26507 SF 0.621 AC ~ moo, 2j9 220 0.640 AC ,~4 0.609 AC z~° O 'oo AC 38259 SF o ; ; ~ ,6. N ~ 2 0.878 AC n 34 ~ 193 16 ~Re 20 36 39 ~ ~ 29937 SF ~ ~ ~ s 56 37667 SF y~' 23' X09 01714 AC j 0.687 AC 07631 AC ~4p\ ~ ~ ~ ~ B • 40 ~ °w 0.869 AC ~ ~ ~ 46029 SF ~ ~ ~ ; .i ~ 33405 SF d ~~fi 2a~ 230' 220' ~ 1.057 AC ~ ~ ~ ~ 53 ~ 0.7fi7 AC 21 35 49 160' ~ b ~ 49 ~ Zao "o. ~ 40 ~ ~ 36011 SF ~ 24503 SF ° 54 ~ ~ 1 SF / 0.827 AC ~ ~6~ 3494 ~ <s~ ~y 36596 SF 0.563 AC 27500 SF 34941 SF 55 0.802 AC ~ I ~ N 0.840 AC N z25 0.631 AC 0.802 AC 39' ~ ; 40893 SF zso 30756 SF 47887 SF 34 zz° O 250 ~ : ~ ~ ~s3 0.939 AC 56610 SF N 0.706 AC 1.099 AC 23e O 48 ~ 1.300 A~, 48 o ~ ~o~: o~Y erns ~ ~ ~ ~ i~mo TME r~ARUw eu~. 50' RIPARIAN ~ ~R ~ ~ a~~ ry~~ ~ 8 066 ~6 AC 41 0 32485 SF 2as~ 27500 SF 0.746 AC BUFFER 32485 SF ~ . WETLAND AREIIS• r 0.746 AC 49275 SF ~ 22 _ O 0.631 AC 1.131 AC N - 33 zzo' zsa 0 250 ~n:::.' : " ~s q1 65964 SF 29708 SF 47 . 1.514 AC 0.682 AC 42 47 0 10 '~s `O1 z~, 27735 SF ~ 0.895 AC 99 SF 354 0.637 AC w 0.815 AC ~ ~ • , .86 ,6p 32 24~ ~ 2 h 5~ 2 zai' 37745 SF 43 w. ~ 0.866 AC < WETLANDS . RESERVED FOR 23 ~ 31473 SF ~ ~o So FUT93 88 9F ITE N 27198 SF "o ~w 0.723 AC 2.148 AC ° 0.624 AC J w. 31 2ko \ o a " RECORDATION, NOT FOR o~4 32301 SF ~ 44 0 0.742 AC 26442 SF OR SALES CONVEYANCES 25~ 0.607 AC 29334 SF, 0.673 AC , ~ N 30 ~ 2qO 45 ~ ° o' ~0 25 Nw 28920 SF 'o. 26442 SF ~ ~ 343309 SF S9. 0.664 AC 0.607 AC o 0 0 ° 0.788 AC 'o0 2ao ;WETtANpS . 266 29 46 0 4~, 4~ 25000 SF o~, 2g 47718 SF 0.574 AC rn. : ~ 1.095 AC o Z,o SR 29852 SF l3l~EF~R:: : mo 0.685 AC 28 ~So .:.276 fi : P.~RMA?`~~EN , . . 27 ~ 33926 SF X55 QREN~:.S~AC~~ ~ ~ ~ ~ ; : o 0.779 AC AINED: s TO 8E . 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' f ~ I e ~ ~ I ~ } \ ~ ~ ps \ ~ f 1 ~ , ~ ~ ~ 1 ~ ~ 1 1 ~ ~ ~ ~ ~ ~ ~ A ~ f ~ Jr~ 0 ~ rd~~~4 , ~a ~ .h.~.s `hid ~ „l _ A 0 A J, r ~ ~ t R ~ lFV ~,.A j q ~ / / ~ , r ~~r{s I° i ~ \ ~ / "9 s r ~ T/~' ~.~h ;o ~ ~ R,,~ 7 i ~ ~ B~~ ~ ~ '^f .S ~ ' r / ~ ~ ~ ~ ~ ~ ~ pp ~ ~ ~ ~ ~ :r~ ~ ~ ~ ~ ~ ~ u, ~ .,,7- ~ ~ s~. ~ v- ~ l e= r~~ 4 , ~ i '°9 a~~ ~ ~ , 1 pa, ~ r ` rte; R~ ~ ~ „ ~ ~ ~ ~ v r~ ~n 1~:~~ ~G A \ ~ t~, 1 ~ ~ . . t ~ a, ~ ~J1" ES:~ Cr'~;ERWISE '~'4?ED ~ , ~ ~ ~ 1 ~ ~ ~ y A~ fa ~ ~ . i \ ~ ~ ~ .r~ i a, ~ a ~ ~ P~1' ~ rte' 9~ gl ,p a ,,.e, ~ 1~ ~ W ~l a .road ,.;amv ~ '~S ,1d r_i, ~ ~ mt ~R~_ y e'er klrm ~ ~ 10~ ~ .r _ _ ~ \ ~ ~ 4 / F~''~ ~a C Q~ : ~ wqurxee®wrr~ee~ae esr~~~e~eeiar~seasw~reua~ewesr~~eer®re~®rw~er?~~susrsn.i t" ~ C1 p`~ e ~ 0 4 p- ~ ~ ~ ~ 111 ® ~ ~ ~ y ~ ~ ~ NAT ~'~R ~©t~STRUCTION % n ~~..~„F f , East Main Street (919 550-4740 6282 s c, .t~ P•Q). oX Z243 v r ax 1,12M) f41 r !iC~° ~ 1~ A ~ ~ ~2 9 / `•n~ ~/~~~~.~~~~.:,~~,r~~ ~ w;vtorl N6- v 27520 Lei:. )07 2/20/06 ~ ReVW5i0Y' .a. ~aeeanieaunrm!aaepywe Aeae+mnasaes® eee~s,erxas~~au IYi~YfM~A1Ml~l~i#d!M®'8NM1611fINVfL~4.!9EpFlpbk.46~fAkB~)fpYWlBC9tl4lOIflMVA1MEINBR1R~65Rp1AllY~S11YlA~YYRMVlfl'dk1IN'Mildltl@i0fk~!~16iN~.TJtli1G1A1b1E~YC1~1lMNEIAYY66RRpYtlhtl9®1~8 wxee~aeaasseero~~ awuumr~~pireete~er~ea~wrs~uw~w~unnm~n ¦I~q~lMllN®WIlItM11lAYI~IfLb11G~11TMlBlII~AMLtll1~MR6RlII~IOII~IISIIdl1MR6tlLLY11~l1i111111MiILlONMPIIIpAAp4y0E~YpHR9pMA11®AIIIIIM~fJllltll®AR?ONMNM0.!1211®I~YIIRM1Me]111HAlS~~i '.prY:~lib4~MtlM1 #1 Q6iMlEtl~PSklAl9/!q~tlW[.Mq4'Y141k"~".'YNYIiq!ttlY~lNttM1Y !A'FYi•XuMl111T026YFR4a96,N!RDYRiR~Ml1~lI11O48bN1fMNll14WEdLt4lilellflpkl49llt!MIP164~IHGAMR"R"IMbikY!,W1N~IiMW.~'. t~~.awi~eevi.~n~os~~ranwea~Mwr®® i 5' ~~~C~~~C~l~~~~ 14.00' SEEpIn~G MIXTURE W--- 50' M:N,MU'~ '800 CU FT/AC HIGI~! V.F_LaGITY EXCELSIOR MATTING, OVERiAP _ rr ~PEC1:-S RATE LB ACRL-) JaiNTS bn ~C SiAP_E MA~~ING W/ ~ GA. STAPLES u 0 y, 1~ _ _ . ~r ` , \ , ~ EVERY ' ACROSP u~ T0~ Yr 3 Ak0' ND THE ~C 5~~~` i0 , ~ ti' I EDGES & r~O~T"OM. OVER!~4P MA'Ti"tG ON ~_~P(•:,_ZA 30 ~ ~ 'CPC ~ ~ v"n 1r TSP. r. ? Q .OW!VSTIZ_AM ,~C1t,__~~ENJ.. ',~NSACO'.A uAb'AGRASS ~r0 - ~ . ~ - `t r 0 ~ , z ~ ~ z ~ ~ _ ; s - - ~Y ! ~ - ! SEED!kG NQTES - ~ 2.00' 1 ER S~PTr_MBER 7 USE UNSCARIF!ED SER!CEA SEED, ?1LTER FABRIC _ - 4r ~_RE t ~~?A~ ;^PP~RANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 ~ ~_3, AC'~RE X S_C 0 G COAF~;SE AGGREGATE ' ~'t CV`:"-5 ED SQ LB/ACRE OF TAL=_ FESCUE EACH FALL, UNTIL WELL IESTABLISHEO. PATE ~ 3 D~:S!~GNE4 SE1TLEp ' f,' U~i-v. DE?TH .a i ~ NURSE ~VtiNT5 .N CHANNC S, R0_L Ot,T STR',P5 rr , ~ ~ i I i TUP ~pFli ! / OV _ T n`Y~~~J~a~i~ ~~~~~'`t OF MATING ?A'?A_LEL TO THE +~-~-lr A 2 ' S AND AI,GUST 15, ADD 10 ~B/ACRE GERMAN M,!LLET OR 15 LB/ACRE S~_.<';A~iCRA`~,, P~.'Ofd TO MI;Y 7 OR AFTER AUGUST 15, ADD 40 ,_B ACRE RYE GRAIN . sE~~DBED DIRECTa~a a=~ Low ~ OVER / ? pRfJTCaTlVE 'vdl..'LG'4. r,~ i i c ~cT ~ 7 ~ AS NOTED - ~ ( / ~~nT n ~r ~ ~ _ A__ A~~ 's 8r~ 0~~ .AL.. , ESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF u;r ;E •_ESP'~:DEZAS OVER THE FALL SEEDED TALL FESCUE !S VERY EFFEC~'IVE, USE ~!~'i-;U'.! EC ?E4,V..''CAG^'ASS SEEC IN PALL. J _ i 1 ~ '.CHAI!'vEl_'8OTTOM W'-DT~'S!DE SLOPEjDEPTNs'LE~Nu^'uI,CHANNEL LINEH' ,r - t / - ~R - SO" A"~CNDM hTS 2.00' _ 3:"! `2.Qa' 860' S ,Aw w,/ Ni=_ A~F Y .'ME AFL FERTILIZER ACCORDING TO TESTS, OR APPLY 4,000 LB/ACRE GROUND ~ _ J ~ y-I ~2i SIDE ~kER~~_NCY ~Y-PASS ~ CJ'_':J"t4 ~ ~+'~=STONE AND 1,040 LEI/ACRE 10-10-10 FERTILIZER. ~ / ~i--( PE MAX. 8" BELOW S_ TTLEO ~ 1;1 SDI. ~T II~L tivH TO SCALE - - H~PPLY 4,000 ! B "ACRE GRWN STRAW, UR EQUIVALENT COVER OF ANOTHER SUITABLE N TF- MULCHING MATE~IA~. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING. SLOFE !UAX. NATURAL GRCUND Q t'r r l T4 ~ - ~ + A 7 Tc P _5E NORTH AME,4ICA!V GREEN (C?258N) aR AN ~~,E 'N~ S L 'REFERRED ANCHU„ING ME HOD ON S,~E SLOPES. Fl!?ER P~~ERIC EQUIVALENT LIN~R. MA'NTE~NANCE 3' MIN. kE~ERT!!_IZE !N THE SECOND YEAR UNLESS GROWTH !S FULLY ADEQUATE. MAY BE MOWED O'VGE OR TWICE A YEAR, BUT ,MOWING !S NOT NECESSARY. RESEED, FERTILIZE AND t^4ULOH DAMAGED AREAS ,MMEDIATELY. ~'~~~~~~~A~ "~0 ~"0 SCA'vr ~ 20' ~AV `~1ENT 5' ~ 5' ?I-.-----T---~ CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL POST STEEL "'T" POST OR SF~'INENT?~2A?' ~!N~IMUnf RIEnU!R~Ml~NTS 4" D:A. CRE`.70ATED CONDITIONS !F PRESENT. pIS1URpED, DRAINAGE DES'GN SURrACE hREA; ACTU~kt. VO;.UUE, ~ ~ ~ ~ I ~F ~ ~VO~ REQ. , Ar . ~~R~~D i SIZE ~ SIZE WER 1 4 PER./]-T. ~G~, PER./FT. ~ jTRAi A.~A AREA C~ ~ POST r- 4"x4" HOG WIRE RIP THE ENTIRE ~^REA To A 6 INCH DEPTH. III ? TO 9E PLACED LE~JGTH ~"PIS' P~f`f. /AC. ' (AC. I (C.E) 2-YR `>TORM' i S.r. (D-Yd-L) rC.r~) ~ MNX' ~ --'---ti 3; rP~ ~ T nr ~ - U FILTER FABR.,, BETWEEN POST REMOVt ALL LOO,,_ ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING aURFACE 1 C.19 ~ 0.40 ~ 342 0.3 ~ 349 2.0'-14'-28' ~ 7.94 4' ~ o AND FILTER FABRIC REASONABLY SMOOTH AND UNIFORM. z! T}'P'~r'~° S?'R~ET S~~ra~,N ! NUi rD SCAi? ~ APPI Y AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH ~r(~T SOIL. 12 G.19 ! 0.? 9 342 Q`~ 218 ~ 2.0'- ~ 1'-72' 484 4' 14" NIIN. ~ ! FILTER ~ ~ ~ , CONTINUE TILLAGE UNTIL WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS EAER'C ~ ~ ~ ~ PREPA'EFp 4 TO 6 INCHES DEEP. 3 ~ C.17 ~ 0,56 i 306 1.0 435 2.0'-?5'-3C~' 9)!1 4' U ,i~n E - ~ ~cc. ~ P F ry Fo F F 7 WITH IN IPMENT off, -~~ti~, S~~D (,N A , R_S ~_Y rR AR_D SEEDBED AND COVER I_!GH LY SEED G EQU I----- HIOG I S" MIN. ~ ~ ~ ~ ~ OR CULT!PACK A~~E~R c .~DiNG. - - ro', >'1;RL ----v. G 0. ~ 7 ~ 0.17 ~ 306 0.5 213 2.0'-'~ ?'-22' . 484 a FILTER, MULC!~ IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. olio-_ CA~{RiG ~ INSPECT AL!_ AREAS AND MAKE NECESSARY REPI>JRS OR RESEEDINGS WITHIN THE 5 G.65 ~ 1.47 1,?70 ! 2.8 ',220 ~ 2C'-25'-50' I 2,500 ~ 6" FENCE TO BE PLACED V-TRENCH P~TfNG SEASON, IF F'OSSIE?LE. !F STAND SHOULD BE OVER 60T DAMAGED, RE- AT r~;E EXTR'EME Liiv{!T MIN. S" BACK:F+LL 'cS~AB'1SH ~O_!'JWING ORIGINP~ LIME, FERTILIZER AND SEECING RATES. OE THE I~REA TO BE W~ LAYER aF~ GRAVEL `'LEARFr CONS! ALT CC?NSERVAT10i~ INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER J PERMANENT CC?V~R IS ES'~A L!SHED. ZONC 2 ZG(~'E ~ STR~F,?~1 ~ ZONE 1 ~ ZG`NE= S~~I~F,~~ ~tE~~E ~O:REST JRE,~ED g~D FORESTED 0'r_S "daT 'G SCA!_E CC~S~R~C~~~ SEQs~~~C ~~VIE1N ®NL ~~.~ENSE ~ - ~ ~ ~~'v~r l~ DoT ~oR ~ R~ ~ N ~QNSTRUCTI01~ ~'^v~~ ~ ~v_~ THE CONTRACTOR SHALL INSTALL THE SEDlMl.NT TRAPS, CHANNELS, ETC. AS SOON AS E~'RAC'ICA91_:. ~ I T.'., ~~'r,~,.; ~ _TOP ELEVATION OF 5TORMWATER _ ~ ~ _ _ rd y ~ 0.5'-?' EFFEC7~VE FRrS!t N CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE ,1i . . - . - - nM a chi r n~ nRADING, EXCAVATION OR OTH T G~ ti E.'';(,EM_ ER OPERAI IONS THA WILL DISTURB zo' ~o' 20 ,n:-~~~ - s~«-~ X57 WASHED -i~~p- - + MAX i~< ?uF NA~L'RAt. °RI»EC !ON HP EPOS'ON CONTROL DETAILS SHOWN HERE'N ARE FOR THE ~ ~.~SIG!~ 0~ S_ STONE 'tiY ~ ~ a ~ ~ CONTR~v,10~ S ?':`EkPhCE. Thy r7~:ERMiNAT10N OF WHICH DETNL IS APPLICABLE AS THE 1,G ~ F P! ~;.'7 ~ ~.I ' !rrn VvO~.~ -'RO6R=SS~~ SniH~L BE AS SHOWN ON THE PLANS OR MADE BY THE ENGINEER. rl . ' - ~Ti~' T~= ~ ? - ALL DITCHES, OHANNELS, ETC. SHALL BE STABILIZED AS SOON AS POSSIBLE TO MINIMIZE - r 1 - .I c , DRAINAGE ARC _ NAGS ARC WEIR LENGTH' 3 EXISTING S_OP_ - EROSION CONTRO!_ REQUIREMENTS. ~ / ~ ! /ACRESI ~RES, ~~rR FABRIC Y T S T F ~ " 1 4,C , ~ CI~gSS 1 RIP-RAP "HE CON~RACO~ SHAT-L AK_ A~I_ R~ASQNA~LE PRECAUTIONS TO AVOID THE SILTING OF ~ ` ~ ~ ~ ~ ~ i - , A\ ~aDJACENT S'R~^,MS OR OTHER WATER COURSES DUE T+J THE CONSTRU(.T{ON OF THIS b•Q VARIES ~ ~~r ROJ,_,. . CLASS 1 RIP RAP~SEE SEC?!OfJ THRU 9ASIN 8EL04N ~ 3 8.C 4 10.0 ~ THE CONTRACTOR SHAt.L MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD WORKING ~,W ~ ~ 5 +12.0 S~~F 1/ItW STATE ^F REPFu~=' 'JNT!L THEIR USE !S NO LONGER WARRANTED. AT THAT TIME, THE mow.,; ~ I I;, ~ ~ DIMENSIONS SHOWN I ~ - ~ ~ V ~ \ v~ NS!CNS SHOWN ARE MINIMUM' ER05'UN' CO~~'~'T?C'_ CES"CES SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO EXISTING SLOPES 2~ STREAk SL`;,'~G'~. . - HEIGHT & WIDTH DETERMINED BY EX!ST'NG TOPOGRAPHY AND THE CONTRACTOR IS REFERRED TO THE DETNLED SPECIFICATIONS FOR A DESCRIPTION OF - R.P RAPhiEADWAL_ ~ ~ `ti i . SED'~MENT STOtAGE REQU'RFD ADDITIONAL EROSION CONTROL MEASURES TO BE APPLIED. ~ . ~ I, ~ ~ r- ' ~ KEY RIP RAP 'N'T~ -r QA~V~' °'PP S~`~EAM SNA~i_ ~3E 'NSTALLED A.~; PCLLOWS: A V~~ - ;~~J/,' a''~ RUNOFF BY I~ - - - - ~ i I~ ~ ~ l VARIES n~__-Trr~ FOR STA81UZAi10~N. ~ , , T ~ ( .S THE DOw'~S REAM CHECK DAM/WEIR. ~ ~ ' ~ ~ ~ SHEET FLOW = _ _ = ' ~ ~ / ~ ~ - - ~ ? \i ~~i----- III'. _{,I;= ~ I 1 c. ',5~~~_ "HE 'JPSTRF~! iaF~-FR CAM. ~I - ^ iMc ANn P c P ~ .NP T . 1 HA W s SECU ~ ' ~ WASHED STONE. ~ , ~ ~ ~ . - ;,_I, _ _ S.' LAC_ 8Y ASS ~ ~ C DSC RGE 8EL0 ';>1_' _ ^^N~'~S`REAM CHECK DAM/WEIR. _ - 1 ~ ~ ~tErv r ~ ( ~T R ~ - r~ ~ H N fJ~ _ / 0.l,Gr A ~ - HI„K X 3 H~G ~~1 - ~ 4. ~ti h 'NE Por F"- _ _ ~ - 5. SACK°_L OVER TuE ?IPE. f' ~nV 'T WFR ="1- _ EXIST 5. n'_ACE SILT PENCE ON THE LOWER PORTION OF THE FILL SLOPES, A.~~ i _ " KEYL•D RIP RA' I~G SCOPr nti 3C~ru SIDES OF THE ROADWAY, AT EACH STREAM CROSSING, `~~1 / °LAC_ THE FENCE IN SUCH A MANNER AS TO ASSIST IN DIRECTING 4' / ~ / T ~sF'"r 9 .!C'9 7~^, GrT~ a r f !M 'S~ { off,' ~R_:. ~.:"t - e T~ LOW FROM THE NEW CONSTRUCTION INTO THE SEDIMENT TRAPS. / / / 1Y C_.~.JJ Sa..v ~3'~, Q~ fit: tiv~- -~t»ri~++~-r'. 5. tF 5~~~ N~~ 7. ? VO',Ic ?UF COFFER DAM. ~ / pc~~o~~7;~F VI~1N x'57 WASHED STONE .3. 4EvCV~ T'-E CHECK DAM/WEIR AND TIE INTO THE RIPRAP DISSIPATOR. - m / ~ r i i I ~Rn~T ~1,~1,~V (VOTES, ~~=NCE AND/OR A! TERNATE TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES NnT Ta ,y~~F ~ ~ S~'C~N~~. t~RC ~€R ?r" NOT TO SCA~~ ,,HALE :~E 1NS.r,L'_ED `BELOW OSTURBED AREAS AS NEEDED TQ PREVENT 5EDIMENT L05S. THE LEVEL SPR:ADERS SHALL BE LOCATED WITHIN THE DRAINAGE EASEMENTS AND SHALL P;:_I;~A'""! <~~?ER CC":InL,=T10N OF C0'~STRUCT!ON. <,.^n-,. ~ ~ 1 - ` r~ t c r~0,, REPER TO IVCD''VR, E+IVISIC~N OF WATER QUALITY GUIDANCE MANUAL FOR PROTECTING CRO.,S S_C~,~N AN~~7 MAINTAINING RIPARIAN AREAS. ' ~t ~ r ,~r, s VAR!ABI.E ~ ~~I ~ rr ~ ~3 rr , ~J .~7y _ r r~ ~ , MATERIAL sTAPLED - _ _ _ ~ A TE~NQORAR'Y OR °ER~IANENT GROUND COVER, DE'VlCES, OR STRUCTURES - r !N PLACE '~1'.~`` ~5" Min, c,UEE°Dlr~T ?~O R''STRA'N EROSlOh S'~A~'~ ~3E PuRO'J~DED ON ALL EXPOSED ~m~- ~ _ ~ _ , ~vREF+S A~;~? '~O'PEa V~ITH!~ 2~ CA` ENDAR OAXS OP CO~flP~_ET(06~ OE AIRY PHASE ~ G ; , i ~ ~ L~ `F~ . r~;~-y-~- ! err F~Y~' ~ ~r~-}rr J ~l r ~ D . ! a_1 f. f. )u,T 'til. I ~y., ~ Y~-{-I-i7-~T-' f ~ i i 4 ~'rr F ~-~'r'~ 0 ~ +f ~ ~ ~ ~ ~ ~ r, , . ~r . ~ ~ -~-;-f-a -~-~-r- . ~ ,wv ~ ~ F aP SPREADER _ _ _ _ C±~A~'?~~ a. ~._i i l.i ice: -~Y-^- - X'r ; ~ , o ~ Y. ~ i , ~ BURIED "EXPOSED" A`~EAS ".NOLUDE, f3UT ARE ~!OT LIMITED TO: ~ o" tJ'h', ~ * AR~FAea ~;"_!~ARED ~O~ ~;OADVVAY CO~!STRUOTlON. - ~ i ~ ~ ~ i ~ f~ .r 1. ~ ~ y.. ~l~i~ -1-d-i--r-•--r~ J' ~'1ry S ~~,;''~1 Y~ : ~ G ~ 0'~ / c~~, i.~ jN 1~ ~ -~-t-4 -~-'v Iii 1'r li lY'~ V~-~~4Y~ * A?~A ~'"_':=A~9,~~3 ~N RES°DEi~TIAL ~+".''~_DENt~ P,.OTS. /1 r ~ n r fti r.~~j 1 I ~ .~1. ~ l L'~ (may 1'~~r ~i~~d ~ , h 7 ti~ 1 1 mil, X i 1 . . " D~'A':4"A ~E EA~,E3~E*~TS ADD OPEC ~JP,A@1~AGE OHANNELS. _ - . ! r ,i , ~ ~ ~ ~ ~ ~ -i-i-a-~--'-'-~-'.~r ,raj fir(' I'~ , l~~_7 a-~-,-i-~-~-,r~~ rr~ r VEGETATED, y W * S'?~~~E~"" A~°D ER"~il ~TR~~ ~?EASUP:ES SIEDIMEHT TRAPS DVERSiGN l . . T v. ~ ~w ~ i ~ 1-~ y~rr-J - _ i . ~ v~ ,RANS!TdpN ~yi r~ .(7 ~ 1F('6?. ~'l' T . ~ ~ ~ ..~;~~1?:,.~~ D ;...,.E,~, ~'?~.,1 AP>!..:HE AREAS A®~IA~E6v, TO SUC~# MEASURES. . ~ ~ TO X ~ ~ ; ~ ~ i~. , f ~ . ~ GRADE - „ - !N CHANNELS, ROLL OUT STRIPS OF ~ y" ~ ~ N!~NG PC,RFwLFL TO ''HE D'RECT!ON OF PIPS OUTLET TO ,,vv,~, r; OW AND OVER THE PROTECTIVE MULCH. ~ ~ ~ ~~5, AR~.A - 3.2Q A~RE.~ WELL-DEFINED X', ~ ~ ~ ~ y •b y CI-(ANNE! PLAN v`C ~ F . ~~r~7" J ~ STABLE p ~ w ~ ~ ~ ' ~ STAEILIC.D APRON ~,r'~ ~ _ > LENGTH ~J~ ,~.-~i'~~\ ~ ~ i' . iiND!STUR3ED y y ~ y ~ ~ sLaPE aJTL~ ~ 3 i .y W"y ~ A y ~y W ANCHOR NETTINS , ~i ~ c .y ~ .U .y L ~i ~L J~ v ~ ~ a, a c ~ n I i i -i ' - ! ' 2 NCH Y . A. 'N NO .,VER ~0 _ S B H ~ . - iN A ~ 1 ~ -r!\EF~IiH ~ULkJS,p ~\~Hl~'\'~1 A~D ~ T-h_"lc~-,"S-' fir- f'.^..,~ _ y ~ W .b ~ Y V W' V~ A i, _ __.tr--,..-.~... T-~.7.-r!+.°rTT+ _ y( 1+~ ~ )p~ !},may' ~ ~ Y' ""C - 1 ..~f Y1 v ~.IR+II ~I:~r~.l. ~ S_v'~v~ A-A nR'=!L?~R ~LANK~_T , fem., ~ .R qM ~ml BRA ~@x ~ 1 4a p.3^~.' 1 ::,'YS9 .F19Y S '"~7 :ir 1k ~ ~ ~ k ~ d,IL! 1~ '~~EVEL Qio DESIGN FLOW ENTRANCE END _ ~ - - _ , SPREADER (CES) (CES) W ; i,-I DEPTH WIDTi-I LENGTH ~ ~ ~ ~ e , a a A?RON M:N, ~ D L 30 W JNAX i ' S"ONE TN T TO SIDE OF LINING PIPS Q 50 A 0 TN,C~CNE5S - !(,P' _SS S~~TR~~E"' S,ATION ---T DIA. CFS CINCHES FT. IFT,I ~F!'.~ (INC`+ESi 'CALC.~ '~'-FMS (RcOry ~ S?AT10N RC~~"aD4VAY REOL4REC; PIPE ~ ) ~ ) ~ ) ~ t r _ i ~.A- Q-10 1Q' 0.5' 3' ~ 19' I ,n, ; --r--'- ~ qT c~ T »n" 9~f-00 ~ ~ T80 ~ NOi~`~i-' SIDE 7EN~P. STRAIT N~r~ NE' 1 ~ 4B°~ 115 ~ ? 26.Q' '.2.0' 30.0' ! 1 28 _ 7_~ - ~ - T n c~.;.Or ~ ,-~;C. SOC' H SIDE _'~P. „rR'A' a ~ ~'~r 2 C. r 0- 0 ' Q' 0...~ 3' ~ a 0-10 ~ 10 O.D' ! 3' 25' I1 ,~i, a. ~ 2 ? 8"~ 2.2, 3" ~ 8.0' 4.5' 9.5' 5„ T„ _ '7.2" 1 i+ ~ 0 5-;-1'~ NOR~~~-? S,DF ~ Up :,'"Rl~~~ ti NLT i ~ - - ; ~ ; _t ~ ~ r''~ JOB i - SIDE rrwiP. "jT-l3\J /I,T~~ NET 5- 4.r. J-10 "~0' ,~,,~5-, 3' ~5' ~~~".`~F~JS~C;;'~,'~~ i ~ ~~~~T~~~ P~O~~~T'~C~, _ _ °~OTE: ACT ~~f0 SCALE ~5,~ NORTH AV=RICAN GREEN ~C?25BN) OR AN EQUIVALENT ' ~N!N~^. r V EL S I A..+1V -#WJ ".aQ Ja YY°cUll +eMtM ?L ~;917r.~.D 1!"'til'"ttA NOT TO SCALE ~ - ~ ~zt 2 -,0. Box 425 C A ax (919) 550-4741 REVIEW ®NL a , to ~C 2752 Y, NOT FOR CONSTRUCTION Iul i 0"' ate. 2/20/0Qvi -iQn. 73 71R':1 Y9' r) 9 ll y. r 1 SUR~/El'ED Bv: CLAYTON o~w~ B. TRUE' LINE' .SURY~'YING, P. C. Nc Nw~r~ sy cxecKCO e~r: 205 WEST MAIN 5?REET ~~y~ ~ ~~9 S~'Y m ~ CLAYTON, N.C. 27520 oenwwc HnMe: TELEPHONE: (919) 359-0427 ~4 AMEN ~ ~ A CH a URCH ROA LIC D 7 PUB ) 5 R W ]14' ~ NF ~ FAX: (919) 359-0425 »a~ som~v onre: www.{ruelinesurveying.com 39 tiG RrFORp ~ ~ 94 ' 37 ~ 113 0 'AO DRS ~ doe No. O 1 M ~ 73' 110' oe ti ~e v, ~ m ~ ~ ~ J Rpq p m ~ ~ ~ 42982 SF 2982 SF 66 s ~ PRELIMINARY PLAT O.9H7 AC ,987 AC 69 ~ 68 67 N o SITE OF N 28776 SF 24783 SF N LEEWAY CT. 240' 0 30232 SF 25259 SF 0.661 AC 0.694 AC 0.580 AC 0.569 AC HANNAHS CREEK 240 VICINITY MAP (NOT TO SCALE) FOR O 2 ~ h 65 2401 SF k~' 40, DARRYL D. EVANS, INC. ~ 0?744 AC 1.744 AC ~9. 105' 107' so' 21 ~ 24455 SF SUBDIVISION SITE DATA 229' 0.561 AC CLAYTON TOWNSHIP, JOHNSTON COUNTY Z29' AREA IN TRACT .................................................................3322330 SF 76,270 AC ~ 133' 128' 21. 226 LINEAR FEET IN STREETS ........................................................4666 LF NORTH CAROLINA 137 3 ~ 4Q , 6~' AREA IN RIGHT OF WAY ......................................................250998 SF 5.762 AC MARCH 5, 2006 O 62 NUMBER OF LOTS PROPOSED ..................................................68 r~ 63 AREA IN LOTS ................................................................2231943 SF 51.238 AC N , ?9010 SF ~ M 1 64 AVERAGE LOT SIZE .................................................................0.754 AC wo o ioo zoo aoo ,o^ N O ~ O N O7 N O N O 09666 AC x.666 AC 21371 SF ~ J ~ AREA IN OPEN SPACE INSIDE WETLANDS AND RIPARIAN BUFFERS ................264497 SF 6.072 AC 26731 SF AREA IN OPEN SPACE OUTSIDE WETLANDS AND RIPARIAN BUFFERS...........335921 SF 7.712 AC 100 ~ 28408 SF 24908 SF 25125 SF 25344 SF 25562 SF 2Z9 229' 0.491 AC ~ I ~3>. 37035 SF 0.614 AC ~ OPEN SPACE REQUIRED ....................................................................................7,627 AC ~ 0.850 AC AREA IN WETLANDS ........................130767 SF 3.002 AC N some: _ goo' WETLANDS 11 N 28205 SF 0.652 AC 0.572 AC 0.577 AC 0.582 AC 0.587 AC ~ ~ ~ AREA IN RIPARIAN BUFFERS ...........................................................................286668 SF 6.581 AC 4 145 ~ ~ *NOTE: ONLY LOTS 52, 53 & 54 EXTEND INTO THE RIPARIAN BUFFER. PERMANENT 0.647 AC O4 o i• ~ 6O ALL OTHER REMAINING LOTS REMAIN OUTSIDE OF BUFFER AND OPEN SPACE ~s" 12 N 23731 SF ° 61 I WETLAND AREAS. TO BE RETAINED 0.545 AC 29630 SF 9630 SF l BY OWNER 23625 SF 0.680 AC !,680 AC 28899 SF IA NO 100 YEAR FEMA FLOOD ON THIS PROPERTY. F A FIRM PANEL N0. 370138 0205D 31582 SF ~ ~ 5 ? 0.663 AC 9 ~o i' 13 N 0.542 AC 9 ~9, 0.725 AC i ~ry PARENT TRACT DEEDS: DB 2785 PG 475 204' ~ 54' i j / ^ ti a ~3 998 AC wN as' as' ioo' ioo ioo' zoa s 26663 SF 58 DB 2789 Pc 773 9e 42828 SF 92 / ~ DB 741 PG 049 s, 0.612 AC~, o~ 0.983 AC ~p Z` X93• 93' 195' 3y ~ 110' O 2 37 ~ 154' 95' S ti~ 26389 SF N PIN - g3 C N0. 1658 21-3239 0,606 AC 1658-11-0896 ~ , rl°, 1658-12-2479 1,~ ~ q, CROSSING ,o~ 38 O 1 ry ~ 15 39 29636 SF 27366 SF $ 50 57 ~ OWNER: OARRYL D. EVANS, INC. 51 i 1 1~ , 425 INDIAN CAMP ROAD / 26. ~ SMITHFIELD, N.C. 27577 27072 SF ~~i 0.680 AC 0.628 AC 4 26507 SF 0.621 AC p 'o Zee zzo' ~ 27898 SF 2, 23246 SF >F ~ i ~2 0.609 AC 2'~^ o 0.640 AC 38 16 2Re 20 36 39 0.8 N 21' S4 • 0.534 AC C 38259 SF a : i ~s' 0.878 AC N . i ~ 34, 2~ t93' 31117 SF „ 29937 SF ~ ~ i 52 ~ 37867 SF 9 ~ s S6 i 0.869 AC 0.,' 23 1~ 0.714 AC 0.687 AC 27500 SF ~ ~ ~ °w 2,~ ~ - 0.631 AC '40 ~ 46029 SF \ a \\6 ~~j 2Q, 230 220' i \ 33405 SF 1.057 AC a v ~ 53 \ \ 0.767 AC 49 49 s0 i ~ ~W ".R 21 35 O \ ~ 36011 SF . \ 17 0 4s 19 36596 SF 04563 AC 27500 SF 34941 SF 0.827 AC ° 54 \ \ 41 SF ~ M \ 162 N 0.840 AC N zzs 0.802 AC 0.631 AC ~2 AC 1 ( 55 \ 39' ~ ~ : \ 30756 SF 47887 SF 34 220 zso . ~ , 40893 SF 250 : ~ ~ ~ . , s3 . 0.939 AC 56 1 N 0.706 AC 7.099 AC zaa O 0 6 0 SF ~ 1.300 AC 48 ~ ti"y ~ $ 26841 SF 41 48 o ~ 0.616 AC 32485 SF ~,~A 85 SF ,A. 49275 SF 24g' 27500 SF 0.746 AC 46 AC ~ . 1.131 AC ~ 22 33 0.631 AC k~ N 220' 250 250 , . o N• . , ~ 65964 SF 29708 SF s~ 1.514 AC 0.682 AC 42 47 47 ~ ~ 1~ 2~< 27735 SF 35499 SF 499 SF 0.637 AC 0.815 AC 15 C ~ A es ~6~" 32 ZAP ~ O 25 zai• 37745 SF 43 50 0.866 AC RESERVED FOR 23 31473 SF ~ s~ FUTURE OFFSITE z~` 93588 SF 27198 SF "o, ~ 0.723 AC \ 2.148 AC 0.624 AC w~ 31 ,Lq6 ~ ~,RO \ O N 0 24 32301 SF wo 44 j 0.742 AC 26442 SFO \ 29334 SF, ~ ~ ~ ~ 250 0.607 AC 0.673 AC ~ 30 o tigO 45 ~ ° ~ 10~/ N 25 `i. 28920 SF o. 26442 SF ~`~t NOT F OR RECORDATIGN 34339 SF s9 0.664 AC 0.607 AC Z34 CONVEYAN CfS OR SALES ° ~ 0.788 AC bo Zpo 46 ° o ~ s, Zab 29 cp ~ 41' 4\ p ?~J~~O SF 26 47718 SF 0.574 AC o s~ . 1.095 AC 'o zao ~S 29852 SF R• "o• 0.685 AC 28 ~So rte" ~w . , .276 27 ~ 33926 SF ,yy P ERMANENT: 0.779 AC PEN ~ Q SPACE o 51377 SF T4 BE RE~'AINED N 1.179 AC BY OWNER 251 57 6619 SF.. 13. 237 AC PROPOSED 70 BY ZR5 iOPOSED 70 BYPASS R/W 159' 1 ~i --r-->--____,__-___r_--_ _ I I r 1 I I r I i i \ 1 r ~ ~ ~ ~ I , I r / r+~ rat r / i I I I r ,r I I r ~ ~ \ t y `v i' ~i' ~I (I~1 ~1 rrrr r~ ' / l,' t r w I i I I I r I ~ r~ rlrl ~ / I ~ + I r_ r / / ~ti r o° I I r ~ CROSS SECTION ~lr / ~ I r I 1 I ~ ~ y 1 A V ~C~l/~ / /r ~ i l ~ t r I r ~ ~ ~ / / i'~ ~ I I f 1 ~ / r ~ I I r , ~ r ~ VARIABLE / ~i r / li , ~ ~ it ~ r I I t ' r l r / ~ i 7 r l r I , ~ r MATERIAL r ' i r ! c I I ~ 1 t w 1 ~~Q rl i ~ / ~ ~ ~ ~ r i I r I I ~ ~ STAPLED IN. _ l ' , ~ I r r r ~ - - - 11 i ~ + ~ ~ 1 } ~ 0~ ~ ~ ! i / ! ! / I r / 300 + 1 + ' ` r / ~ / ~ rr J~ 'r ~ l' I ~ I r r I I PLACE r l 0~ r ~ r r r t r r ~ r 6., MIN 1 I ~ 1 y l 1 ~ p/ t ! / / / / ~ t 1 A t y t 1 h i r / ~~l ~ ~ ~ r r r t r r I ( r r / fir/ ~ ~ r (r r r r r I r rr Q~ r i i ~ r rr r~ i r rr i ~ I LEVEL LIP r / l r ~ / t~ l i r r r r 1 , r OF SPREADER i / r ~ ~ ~ r r i/ r r r r r ~ l ~ i ~ , r ~ r r r r r r i I a ` v ~ t ~ y 1 A / / ! / ~ I 3~ , ~ I ~ ~ . v ~ !,/k~/ r ~ ~ r r r i ~ r r r ~ ~ ~ l( / i, r , ~ r l I I ` I 1 ~ ~ 21 \ / ! / ! / ~ i / r / r r , ~ ~ t ~ / , r ~ , rr BURIED I i I ~ ~ O ~ A y ~ A ~ / / / / /1 / ~ / r rr r' / ~ ~ I' ~ r r 6" MIN r i ~ ~ ~ r r ~ i / / / i' ~ ~ ~ r / r ~ ~ / l I I I A ~ V \ \V ~ vv vV i' ~ '~I,,, ~ ~ / ~ / / ~ r / r r ' ~ ~ r r VEGETATED . , r , ~ / , , ~ / r ' y y y r l ~ r r' / / r ,r DIVERSION r , ~ , / r , y y TRANSITION r l r r r / ~ r ~ ~ /'T O I I Oa ~ ~ \ \ ~ I I t+ ~ / ! ~ l i r r ~ / ~ , 0 ~ 1 I + 1 } 2 \ \ v V t } I f+ 1 ~ / ! r r / / i ~ OUTLET r / ~ ~ ~ r . y ~ y y y t ` \ \ \ \ ` ~ \ t + + } } F~ROTEI r TE ION ~ i ~ r ~ y y y y FARO r~ / , c~/ ~ r y y y y ~ 1 A } v A\ ~ ` \ V y 1 1 v ~1' ! ~ r r r ~ ~ ' ' -'STA 14+68.40'` ' r y ~ y y y y / y y y rr ~ r ~ 1-2;•PERMANENT - ~ rr STABLE y y ~ y y y y y y STABILIZED r l I ~ I ~ BLOWOFF ASSE~~ i r y y y y y y y y SLOPE r t ~ r , r , UNDISTURBED 1 Its ` o II t ' i~ r r OUTLET y y y y y y L y y y y O I I 1 i' ~ r y a y y y y y y ~ W y y I ~ ` / \ \ ~ ` \ \ H ADWA L Ate TAILw LL \ / ~ t + \ ~ ~ \ \ ` ` \QA = 5.59 ACRE~~ \ \ ~ \ ~ ~ l~ I I r r ' ~ r y ` , , r W ~Y y y W y y y ~ I t L~VELr r I ~ r ' 38 \ \ / ~ ~ \ I V. IN ~ 9550 \ \ + , ~ ~ i ~ ~ 1 S~READE(f~\ #4r r I ~ J y y y y y y W y 1 v1 I I 17 r y y y y y y y W y y tl \ I } ~ ` ~ \ IN . OUT'S 94\70 ~ ~ \ ~ ` ` 1 I RA~lAG~~MAINT I`fANCE ~ ~ r t l D I / ~ r y W y y y u' ' r t, r t i ~~EAS MET t t tl \ , I t ~ ~ \ r ~ \ \ I ~ I ~ ~ . \ \ EVEL ` 1- \ I ` I 1 v ` ` I ~'0 v v v ~ ~ v 1 v r I~1 ` I ~ ~ \ ` SPREAD 2 \ \ Z NE ~ r , " I , I ' , MINIMUM DIMENSIONS t 1~ t ~ I ~ 1 t , DESIGN FLOW ENTRANCE END ' I i I r NUMBER (CFS) WIDTH DEPTH WIDTH LENGTH I I II A J~~ i • \ 0 _ ~ ' 19' \ y \ ~ SEDhyENT o ,f . ~ y ~ ~ A A \ V , ~ 1 S+ ~ t ~ } \ ~ \ \ l:\ENCE~1(TYPICAL) ~ ~ I I .i---I'' ~ / ' 1 0.5 3' I , , 1 1.4 0 ~ TrC ~ ` ' 37 ~ STA 8+8.25 = \ \ \ ~ ~C \ N t ~ ? S~OPES~\ ' \ ~ ~ / T n ~ a } 0.90 \ 4;1 F 4L \ \ ~ / ' ~ ~ I I I ~'VGC"WATER IL / t ~ r i I 4 P ~ ` I ~ 0.7 10' 0.5' 3' 10' / t- I I t I r ~ 2 D ~ ~ ~ ~ 1 s~ STA 0+0 \ ~ \ \ ~ „ . ~ ' / / t ~ r t P~ ~ } / ~ \ ~ r t 3 1.9 10' 0.5' 3' 25' ~ i i ~ ~ I r I 'u~Y t \ k ~ \ \ ~ \ r i . 16 ~ 0.6 10' o.s' 3' a' ...C. 1 . I ~ ~ l ~~..o ~ ~ o ' ` ' - of \ - ' .C t t t t, r r r r ' \ ~ \ ~ i t ZON~ ~ _i I t l tt t i I t r r r LNG 4:1 zoN 2 +t L~,,EL, r r BASED ON N.C.D.O.T. DESIGN STANDARDS OF UTILIZPIPE NVENTIONAL LEVEL SPREADER DETAIL ~ r q t r r ES WITH GUARDRAIL, AN $fL-L'~NGTH OF Ci~ t t ~ I "~I ~PRE1~rDER r~3 ~ r r I FILL SL REQUIRED FOR TH~.~STREAM CROSSING. THE NTS i t ~ i r r ~ WOULD B ~ fR LAN ~ ~ \ I ~ ~ \ \ t\ y r i r e ~ ` \ y o , . ~ ~ ~ ~ SEQIMENT \ \ \ \ Z6NE 1 ~ I I 1 rt I r I t I` ,r r ~ I r t PIPE CROS G WOULD DI FC1RB 118' OF STREAM BED. NOTE: DETAIL PROVIDED BY N.C.D.E.N.R. -LAND QUALITY SECTION - \ ~ ~~o I co ~ + ~ TRAR (TYPIC~L) \ ` \ ` \ `t + ~ y 1 ~ 8500 1 1 t \ ~ \ \ \ + \ \ I ~ ` 1 I I I I I I ` I r I I IM NT CONTROL PLANNING AND DESIGN MANUAL. I I I I t ~ I I I ~ ~ - EROSION AND SED E 1 I ~ , , I ~ I t 15 ~\J, ~ ~ ~ y o ~ \ ~ \ ~ \ \ \ LEVEE \ ~ s tt ~ 1 ~1 tt ,t i 1 II `I I \ ~ \ - \ ~ ti ~ ~ \ \ SPREAi~ER #1 \ ~ \ t ~ \ t ~ ~ v v ~t / ~ v v v 1 v v ~ v A ~ 1 y+ ~ + 11 1 ~ ` t l t t I I I i ttr t t li II 1 t t t It TH AREA F RIPARIA BUFFER WHICH CONTAINS TH PIPE ~ ~ v \ ti v v v \ v v v v \ ~ + y 1 7 S ~ t \ \ \ ~ \ ~ 4.~ FILL ~,LDPES y p{~pTE~fl t I l1ET I t 1 ' t t ~ E SING HAS BEEN t ENOTED WITH A BOLD LwE. 'THIS AREA t ~ I t l CRO~ I ~ I v ~ - / ~ v v v vv p v v v ~ V t~ t \ . ~ ~ ~ 1 6x6 TEE ~0 \ \ \ \ s \ y y \ t PR TE~fI ~ i i I I It ON~AINS ,203 S.F., OR 0.19 ACRE, OF RIPARIAN UFFER. t q r I I i r t I ~ I t t I I I I t I I \ \ ~ 2-6" GATE /VALVES \ \ \ ~>3 \ t y ` ` t t; I I + 1 I I ~ I t I ,,1 ~ f I I I I I 1 ~ ~ vv } v v v vv \ vv v v ~ y v II t ~-I I i I I 1 I i I ONEI 1: f~>914 S.F.t ~ t ~ I I I I I ~ I! ~ $ ~ A v v 1-3/a° wATE~R SERVICE ~ v v v v \ v v ~ v ~ y 'y v ~1 I A v BOX TYPICAL ~ 1 ~ ' \ \ WITH MET~R ( ) \ \ ` ` \ ~ 1 1~ + s \I t ~ 11 14 I I ~ I , ONEt2. t~,587 S.Ft ~ t s, I II I l ~ i i' ~ \ \ 9 ~ \ 11 \ \ NOTEa ~ \ ~ ~ ~ ~ t ~ y t t~ I I I ~ t II I OTEt ALL EMBAN ENT FILL GREATER THAN ` t r t I t l I I I RED FROM ROADWAY ~ ` \ 1(~ ` \ \ ~ INVERT OF E 48"\R.C.P.~SHALL B~~~LACED \ t }1 ' I ' } ~ ~ A v v v ~ A v v ~ v ~ ~ 1 I + i t I I l t I I I I I EVE~i FE~T (7'), A MEASU t I t } + I I t ~ I ' ENTERLINE TO INVE FOR ALL STORM DRAINAGE \ \ \ \ \ ~T A MINIMUM ~F 12"\BELO'M~THE STREAM'~BED ~ ~ } t ` i It 'I 't t t I I I~ I I I i I L~MAVE EITHER GUARDRAIL , t t t I ~t I l t ~ l l I PIPE RO INGS SH L ` ` \ ` ~ ~ ` 1 \ ELt~~ATI01~\FOR AK~UATIC `FIFE PASSAGE. ~ I + + y } I t ~ ` ~ \ \ \ \ \ ~ \ \ \ ~ I y I \ t t} I t t I I I I~ I I I I STA LED 0 NCDO SPE'~IFICATIONS OR BE t l t l I I ~ I I I ` OPE R FLATTER. t t l ~t I i I ` I ~ I I t G D D TO A 4:1 S ~ ~ ~ \ ~ \ \ \ ~ \ \ \ i I , i I it I I 'III I l f f l l t t t t ~ \ \ \ ' \ \ } ' \ ~ I I I I }I I ` \ ~ \ \ \ \ \ \ ~ \ I + ' i ~ ~ t I t II I i I I I' I II t 1 ` ~ t I „ i 1 t N SCALE: 1" = 50' ~ \ I PLA ~ \ \ O O ~ O ON ~t7 O O N a0 rn M N ~ p0 00 O~ O~ r~ NM QN r o00 o~ ,nom 0 0 0 a a ~ O N M ~ N r r`? O ~ N Q? ~ + M } ~(j +c0 +c0 14D.DD + N d, O d. O ~ O to O O O M O O O ~ ~ N d' N d O N r O r ~ O t~ ~ N O O O O r7 N N~ O~ O h O O N h O ~p N o~ ~ I~ I. + c0 + M + N + ~ N O N O N O 06~ O~ pOr rt(j Ovj NN ~t0 Ot0 }Q +~p +p +O +O +O +O +O 00 00 ~-O ~-O + + + M O N O N O N O M O M O + O 'y' O + O + O + O ~ O + O O 140.00 ~ ° 10 130.00 130.00 200, 0' V 200, 0' UC ' VC 150.0 ' VC 50 0 K = 9.47 K = 9.2 K = 9.21 K = 25.00 120.00 120.00 110.00 NATURAL GROUND _ _ _ CENTE LINE 110.00 ' M,____...__ - OF R DWAY 100.00 ` 100.00 - 48" R.C.P. 90.00 90.00 o °0 80.00 a o 0 0 0 00 °oo Q o0 00 0o Op °o N rr ~o +o +o ~o NO 80.D0 tn~ OVj N~j +O +O ~O NO QJ tnW Q> Q> !a-J ~W ~W (nW f-J F J I-J ~ W 11+W ~W 7D.D0 U1W ~W (nW UU as ~a as ~a ad ~a n. a n, a NOTE: ALL EMBANKMENT FILL GREATER THAN 70.00 NOTE: SEVEN FEET (7'), AS MEASURED FROM ROADWAY INVERTS OF THE 48" R.C.P ' THE 48" R.C.P. SHALL BE PLACED CENTERLINE TO INVERT, FOR ALL STORM DRAINAGE AT A MINIMUM OF 12" BEL ELEVATION FOR AQUATIC LII IUM OF 12" BELOW THE STREAM BED PIPE CROSSINGS SHALL HAVE EITHER GUARDRAIL FOR AQUATIC LIFE PASSAGE. INSTALLED TO NCDOT SPECIFICATIONS OR BE GRADED TO A 4:1 SLOPE OR FLATTER. 60.00 60.00 ro ~ O ~ cp ~ O ~ rn ~ ~ t° ro rn ~ rn ~ o0 W M ~ r M n N 6j 0) O) I~ ~ ~ ~ ~ t0 °o Q cv ~ o a 50.00 ~ o 0 ~ ~ ~ ~ ~ O O ~ o O O O ~ 6y ~ O rn ~ 16+50 17+00 17+50 18+00 18+50 19+00 0 0 ° ° ° ~ 12+00 12+51 50.00 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 ~ 12+50 5+00 5+50 6+00 6+50 7+00 7+50 4+00 4+50 N 11 t ~ Ir L U P 5 , D ALES T c E E s TR PROFIL , n~ r+ n u~ n rQncs~NC; MAP 1" = 50' HOR Iv¦v.v¦VV .%K. v~ww••.• N OTFORRECORDATION, R FO , . JEYANCES OR SALES 1" =10' VER HANNAH'S CREEK SUBDIVISION - PHASE 2 TOWNSHIP - JOHNSTON COUNTY, N.C. CLAYTON Job: 05073 Date: 12/22/05 Revision: Sheet: 1 of 1 File: RCP01007 Drawn: DD BBL ue, ~ CLAYTON NC HW'~ 42 Stiff suavcrco er: Ryti '~T o~w~ ar TRUE' LINE' S'URY~'YING, P. C. ~ ~9p ~ti ~ o D OQ a AMEL I ti cHecKeo e.: 205 WEST MAIN STREET CLAYTON, N.C. 27520 ~4~ A CH L I C) ~ fRrF URCH ROAD 75 R W PUB tiG oR ( o oanwwc Nn~ne ~ TELEPHONE: (919) 359-0427 174 ' ° oti aR~Vf w FAX: (919) 359-0428 3 ~ 113 ~ ~ ~ ~ 9 94' 37' 73' 110 ~f P,~ R~qD m waver onre. www.truelinesurveying.com 1 1 ~ _ I .~f: N . 1> ~ ~ JOB N0. 42982 SF ~ SITE 42982 SF j 0.987 AC N ~ + U 0.987 AC 69 ~ 68 M 67 i., EWAY cT. O N N N 28776 SF , LE j., PRELIMINARY PLAT OF 240' 5259 SF 2478 0.66 , ~ ,f.. 30232 SF 2 „ 240' o C 0.569 AC 0.694 AC 0.580 A NOT TO SCALE MAP ) VICINITY ro 1~ 2 HANNAHS CREEK ~ 65 FOR r 1' 4p, a 32401 S DARRYL D. EVANS, INC• 0.744 AC 32401 SF k ~ TA 1 SUBDIVISION SITE DA 0.744 AC 105 10T 5o z A 24455 SF 0.561 AC 229' 229' AREA IN TRACT ..................................................................3322330 SF 76.270 AC LINEAR FEET IN STREETS ........................................................4666 LF 133' 128 21 • . 226' ...250998 SF 5.762 AC 0 ti AREA IN RIGHT OF WAY CLAYTON TOWNSHIP, JOHNSTON COUNTY ,oo ~a~ O M 4A , 6 NUMBER OF LOTS PROPOSED ....................................................68 ...............2231943 SF 51.238 AC ~ ^ AREA IN LOTS ~ 62 63 ~ AVERAGE LOT SIZE .................................................................0.754 AC a ~ ~ 64 ....264497 SF 6.072 AC NORTH CAROLINA 3 29010 SF ~ AREA IN OPEN SPACE INSIDE WETLANDS AND RIPARIAN BUFFERS,........... DECEMBER 19, 2005 9 2so~o s O Og NO7 NO NO 0.666 A ioo o ioo zoo soo ~O` 1 0 ~ ~ zze' rn ~ ~ ~ PEN SPACE OUTSIDE WETLANDS AND RIPARIAN BUFFERS .............335921 SF 7.712 AC 6 AC 21371 SF 31 SF AREA'" o 0.66 267 1 SF OPEN SPACE REQUIRED .7.627 AC .491 AC ~ 1 3> 37035 0 4 AC NDS ..........................................................................................130767 SF 3,002 AC 229 0.61 ~ ~ AC AREA IN WETLA 0 28408 SF 24808 SF 25125 SF 25344 SF 25562 SF O 0.850 .......286668 SF 6.581 AC N ~ AREA IN RIPARIAN BUFFERS / N0. 370138 0205D 14 I ~l NO 100 YEAR FEMA FLOOD ON THIS PROPERTY. FEMA FIRM PANEL s~aie: r' = ioo' WETLANDS ,o ~ ~ 08647 AC 0.652 AC 0.572 AC 0.577 AC 0.582 AC 0.587 AC 4 4 5 ~ 60 ~ ~ T D S: DB 2785 PG 475 6 1 PARENT TRAC EED M 29630 S ,a^ ~ 2 N 23731 SF / DB 2789 PG 773 29630 SF 8899 SF ~4 DB 741 PG 049 2 0.680 AC 31582 SF ~ ~ 663 AC 59 0. OPEN SPACE 0.545 AC 0.680 A 174146 SF 23625 SF ~ 0.725 AC ~ a~ NC PIN N0. 1658-21-3239 •y°' / ~ 58 1658-11-0896 204' S4 116' 26663 SF 1658-12-2479 3.998 AC Y~o ' 13 N~,~0.542 AC 8y• ii' as' goo' ioo' ioo' zoa' ~l .612 ACS, 0 6S. ~ 26389 SF OWNER: DARRYL D. EVANS, INC. 92 9a 0?983 AC p 2, 93~ 195' 3y MA 110' 10' 154' 95 : ' ~ 93''; : • 0.606 AC 425 INDIAN CAMP ROAD 11 +y~ ~ SMITHFIELD, N.C. 27577 1 193• 57 w m 2 37 38 :i 2 ~ ~ 4 CR ~31NG `p0 29636 SF 27366 SF 50 i0 i , 51 'zs' ~ 2 , 23246 SF 15 39 0.680 AC ~ ~ 54' 0.534 AC 27072 SF ~~i 0.628 AC ~ 27898 SF 18 SF ~ ~ 21 N ~ ~6' rro 26507 SF 0.621 AC y 'o0 2~`~ 220 0.640 AC 0 AC 38259 SF o ~2° 0.609 AC 1, 2~A 20 °o. 36 ~ 39 ~ ~ N: ,:J 34, 193 0.878 AC o ~ .,h 52 ~ 56 16 ~4h 31117 SF w J`~' 29937 SF 27500 SF \ ~ ~ 40 ~ ~ j ~ ~ o ~ ~ 46029 SF ~ 33405 SF ~ ~ ~ 1.057 AC ~ ~ 0.767 AC 37867 SF k~' 23' ,p9 11' 0.714 AC 0.687 AC 0.631 AC I ''0 0.869 AC a ai' ,,6 2°i~ 230 35 zzo• f- 49 i 53 ~ 16 y ~ ° ~ 49 ~ °m. 21 40 36011 SF ~ Zao 'o, o ~ 24503 SF 34941 SF ~ .827 AC ° 54 ~ ~ X62 0 ~ 34941 SF ~ 55 5 36596 SF 0.563 AC ~ 27500 SF ~ 0.802 AC ~I 0.802 AC 40893 SF 17 46 ~ 19 0.840 AC Zzs 0.631 AC Z5~ 30756 SF 47887 SF ~ zzo• 39' : ~ 250 ~ \ ~ ~6J 0.939 AC o 56610 SF 1.300 AC 0.706 AC 1.099 AC 238 34 l0 48 48 o Nw h 26841 SF 41 _ M ~ g 0.616 AC 32485 SF SF 32485 zas~ 27500 SF 0.746 AC 6 AC 0.74 0 . zsa 49 ~ 5 A~F ~ 22 33 0.631. A~ N ~ zso N;.• ~ .`.:751 ~ 65964 SF 28708 SF 42 ~M 47 47 . 1.514 AC 0.682 AC 1~ ,o~ 2~q 27735 SF 35499 S F 35499 S ~9 ins 0.815 A 0.637 AC o.a15 Ac ~ • 6 32 Zni ~ ~6R W 5~ 2 z41' 37745 SF 43 w. 0.866 AC ~O y0 ~c~::. RESERVED FOR 23 2~, 31473 SF : ~ a ~ :~a: FUTURE OFFSITE 2719$ SF No ~ 0.723 AC 93588 SF ~ N 2.148 AC 0.624 AC w- 31 2ko ~ o Zab 44 o 32301 SF "o Q 5 W v 24 0.742 AC 26442 SF i' ~ ~ 250 0.607 AC 29334 SF, ~ ' 30 o ry,° 45 \ \ ° 0.673 AC ~8~ 25 ~ . 28920 SF 'o. 26442 SF S 0.664 AC 0.607 AC O ~ ~ 34339 SF 9 23° o O A ° ~ 0.788 AC ~a~ 46 266 29 25000 SF ~ 0• ' : J SQ 26 4j ~ 47718 SF 0.574 AC 1.095 AC '0 2ao 276 29852 SF 2s "0 0.685 AC 28 ° :a 27 ~ 33926 SF X55 °s 0.779 AC 51377 SF CE OPEN SPA. N 1.179 AC 576619 2h~ AC' :13,237• PROPOSE '/,k~' os~o ~o sYPass R/W PROP . 6~ 1 159 11. I , r . \ ` "'il'l % / r~ I I 1 i i 1 1 1 ~ r ~ I 1 ~ ~ 1 1 r / III// ~ / l\ r I 1 r ' I j j Ir I 1 v / 1 11 I 1 \ 11 ~ / ~/,l l / / \ ~ ~ r 1 O /lj / / ~ 0 1 I r ' CROSS SECTION r / v / , I r 1 I f ~ ~ 1 1 ` lV l~ 1 I vv ~ 11 1 1 1V ~t~/~ \ ! , 11 i 1 I 11 11 \ 0J/API i / ~ \ ~ I I 1 ~ 1 ~ 1 / / Q 1 r/ , r / ' , ` ' I I I r I I 1 VARIABLE 1 I \ ~ \ 1 1 1 ~p 1 / 1 I \ I 1 1 1 ~Q/ / / / / / / ~ , ~ / I 11 r r 1 I r MATERIAL i I I ` ~ 13 1 II 1 I ~ ~ 1pQ Q/~ rr / i. r / / / ~ l / / 4~ - ' ~ 1 i i 11 1 1 ~ I ~ STAPLED IN ~ ~.5 w00 1 I I i ~ ~ ~ r i i ~ l I I , \ 1 1 1 , ~ o/ 1 1/ !i l//r i / 0J/ ' - ~ I ~ 1 i i I I PLACE r r / ~,l / ` i ~ - r r 1 r r i I 1 6" MIN r r r l / / 21 , / rlr r 1 r r r I 1 ' r r/ 1 1 / / / i , ~ r r/ r r r i ~ r I 1 ` ` 1 11 I ~ \ ~ /i 1 r11/ll i r r / / / / ~ /r r r r r r , r r' l r l i / / i ~ / Ir If ~ l ~ ' rr I ' LEVEL LIP I 1 ~ A 1 l I I I \ ~ / / , ~ ~ , I 3~ r \ \ ~ 1 1 1 1 \ / / 1 / / / l' / ' ' / rll / r i r I I / / / / OF SPREADER rl l/ / / r 1 i,.' lr r r r ~ r i I 1 r vv I v 1 1 + ~ / / ' / / / ~h / i / / / r ~ r r r I~ / i / / r ~ ! i i i ~ ' i 1 I I ~ v~ v 1 11 2~ 1v ~ / / / / / 1.1 / rl / / / / , 1 ~ / / / I / r l I / ~ / / / 1 \ / / / ~ / ~ / / / / / / ~ ~ / / / / / / BURIED ~ , ~ / r / / / , v~~~, I ~ / 6" MIN r / ~ / / , ; , l / / \ / r ' r' / i r/ i ~ / l l/ VEGETATED , , , I I I I \ \ \ 1 1 1 ~ ~ ~ l f ~ I \ \ \ 1 ~ I I I i I f i r ,r / ~ i ~ DIVERSION w ' / / ~ / / 1'g / ' / w w TION I 1 \ ~ / / I 1 1 ~ 2 OU ~ 1\ \ \ 1 I 11 1 I ~ / / I \ \ \ \ I ~ , I I I i / r' ~ r ~ / 1 ~ / i / ~ TRANSI / r r r i / ' ' / ' TO 0 I I v v v ~ v v ` 1 ~ / / / / ' ' m G~RADE+' / I i UTLET / / / / r i / l ~ w w w r r r r / / 5 / / .W... y. .w. w w w w w I I 1 36 \ ~ \ 1 , I I I ~f ~ / I i \ \ \ ~ \ \ \ , I I I / I / ~ ROTE~TION / ~ / / / y I I 1 \ \ \ ~ , 1 I ~ / / I 1 \ ~ ` \ ` ` \ I I ~ I 1 I i ' i r 1 -'ETA 14+6 ,4U~0 r ~ w w w r r / I I ' 1-2°~PERMANENT - / w w w w w r I ~ 1 ~ ' - ~ l w w w w w w w w w $TABILIZF.D \ r 1 \ ~ I 1/ ~~LOWOFF ASSE~iBL~'' , , , STABLE ,1 \I p II I / / , UNDISTURBED w w w w w w w SLOPE 1 1 i \ \ \ W H DWA L Ate TAILW LL ~ i \ 1 O I I ~ ~ I OUTLET w w w w w w L w w w w 1 \ ~ r \ \ \ \ \ / ~ P \ 1 38 / \ ~ 1 \ N \ ~ \ \ \ PA = `5.59 ACRE9\ \ \ ' \ 1 ~ ~VELi r ~ ' rr w y m m w w w w / w w Y 1 V~ r 4r ' ~ r w m w w m w w w w 11 \ r \ ~ \ I V. IN ~ 9550 1 v v 1 SaREADEF~ # / r . 1 1~ / I I / / 17 / w m W w w w w w W I 1 r I \ A \ \ \ \ IN . OUT1` 94V0 \ \ t1 1 \ 1 1 ~ 1 I I / \ 1`1 ~ DRAV~IAG~/MAINT K~ANCE r w y y w w w y w w w r I 1- ` 1 r ~ , 1 ` \ I \ I ~ ` \ \ \ 1 \ ~ \ ~ \ I \ - r \ ` I \ ~ \ ` \ \ 1 EVEL \ i- I ` r I v~EAS MET , / w ~ w y w w w r 111 1 r ~ ~ / \ I ~ 1 0 1 1\ SRREADE`~ #2 \ , \ r r I \ ~ ~ r MINIMUM DIMENSIONS I 1 , ..;~,°.~:r'::.°'',;~~,1,,',`,,~.., 4 a....,, I 1 f r DESIGN FLOW ENTRANCE END ~ \ I ~ \ \ , \ \ 0 '.8.. I \ \ \ ~ \SEDIt1~ENT \ o t ~ h NUMBER (CFS) WIDTN DEPTH WIDTH LENGTH • 11 ~ I i I .L~^'Fi O / I - / sr \ ` ~ I ~ \ \ ~ENCE• TYPICAL \ e.. 1~ ~ ~ ~E ` \ I ~ \ \ \ 1 \ \ ~ r „ \ \ N I 37 a STA 8+8.25 = \ 1 1 ,,,,y:''';"~ ~ 1 ~ + I I I E ~ ~ 1 1.4 10' 0.5' 3' 19 ~ SQ \ + I ~ ~ STA 0+00.90 \ ~ 1 1 1 \ 1 r 1 ' 1\ 11 I - WATER IUN I 1 _ I pV(~ ,7 ' 1 / 1\ 11 ~ \ 1111 I- I r I , _ \I i \ \ I, 1 \ \ l 1 , / 2 0.7 10' 0.5' 3' 10' \t t 1 , \ I~ CP \ \ \ 1 \ ~ \ 1 - \ 1 ~1 y-~ , I I I r II 3' 25' I \ ~ ~ r I 3 1.9 10' 0,5 -;;•„•..~,.,:;,>?Y:h,',' - 11 1 u t \ \ 1 r r r 16 4 0.6 10' 0.5 3' 8~ I ti_ 1 i ~ II I 1 rl t r r r \ 6 P~ ~ ~ \ ~ O I 1 \ .r1~ 1 1 1 , 1 r 1 I e EL i 1 i i rr OPI ILC D U T. DE~IGfJ STACIDARDS I~ ~_'~TILl-11 ~ I 1 I ~k~ ~ BA_E ~ \ ~ ~ \ I ' 1 I 1 1 11 1 1 11 1 c' ! 1 1 I I u PRESIDER ' 3 ° IFILL 5L Ls wir8 cuaFORA1L, PP.I ~:-L-~iiI.TB of F'iRF CONVENTIONAL LEVEL SPREADER DETAIL ~ ~ ° i co o - \ 1 ~ 11 SEE~IMENT \ \ 1 \ \ h ~1 1v r~~ 1 i / r r r r 1 IWUULC~ B P.E~UIRED F~R TN~.~1~'EAM rRU,~LIG_ T E NT5 v v 11 ~ j r I I I I I ~ ~ r ~ 1v 'PIPE ~ ~RO~~~~ ~~IG WOULD DISk11BB ! 18~ OF 'STREAM BEC _ I N - 1 1 TRAR TYPIC?~L \ ~ \ ~ ~ I + I I 1 \ 1 1 r 1 NOTE: DETAIL PROVIDED BY N.C.D.E.N.R. LAND 4UALITY SECTO I f 1 I I I\ \ \ 1 I 1 \ P NNING AND DESIGN MANUAL. 1 1 ~ i 1 1 1 \ EROSION AND SEDIMENT CONTROL LA ~ \ ` - - - - \ 11 1 1 1 \ \ SPREA ER 1 \ ~ ` ~ ` 1 1 1 . I \ \ 1 II I i I~ 15 ~ \ 1 I E~\ \ ~ 1 1 I I > \ 1 1 \ \ ` \ ~ ~ \ \ 1 p . / ~ 1 \ 1 1 \ \ \ ~ . 1 1, 7 S v 1 1 v v \ ~ I I \ 11 I l I P OT CTI 1 1 1 1` i j 1 1 1~ I ~ 1 1 1 IIf v I I I 11 I 1 I ~ THE AREA ~F PIRARIA J BUFFER WHICH CONTRIh~I'~ TH F'IPE \\1`~ ~ ` I ~ ~ \ 1 1 ` 4~J FILL LOPES ' I 1 I I ~ I I~ i t 1 1 R ~IIJG AS SEEN i EPJOTED WITH A BOLD UPIE YHI~ AREA ~v 1 I I 1 C O~~ W ` v v _ > v v 1 1' v v v v ~v 1 1 \ \ \ 1 , 1 6"x6" TEE/ > \ \ 1 \ ps \ \ \ \ I 1 ~ I 1 1 II ~ ~ I I I i ~ I II _OW>-AIN~ x,203 S.F.! nE 0.19 ACEE, P,IPAPIAh! UFFER 11 I 1 I \ ` \ \ 1 -6" GATE ALVES p \ 1 1 \ ` ` ` ,1 1 ` ` v 1 1 ~ vv v 1 v v v v~ ~1 1 $ \ \ - ~ 1 ~ 1 1 \ \ \ \ ~ 1 1 1 \ 1 11 II \1 I I I , I I I I I ~ I ~ ~1 1 1 1,~ 1 1 ! 1 1 1 1 1 1 REA.111~! Rl ARIA.bJ BU FEP: I ~ \ \ 1 ~a WAT~R SERVICE 1 1 1 1 \ \ \ \ ~1 , ~11 1 1 `~I 1 ~ I I ~ 1 ~ I I , OGIEt 1 fk~ 9'1-1 S F.I 1 ,v ~ , , ~ I , , I I , ~ ~ , 1 ` \ \ WITH MET R 80X TYPICAL 1 1\ 1 \ \ ~ ` 1 1 t ` \ \ \ ~ ~ ) \ 1 1 \ ~1 v ~11 t 1 ~ I ~ I t I ~ I ; nhlEll fr,5E% ~.FI A\ 1 ` 1 1 f 1 I I I I I I I \ \ 9 \ \ \ ` 1 \ \ 1 ~ 1 ~ } \ \ \ ~ ~ ~ ~ 1 NOTEa \ \ 1 II 1 1 f I 1 ~1 1 r I I j j ~ I I I dOTEt ALL EMBANK ENT FILL I~REA.TEP THAN I 1 1 1 1 I I I I I ' ~ - \ ~ \ \ \ \ \ \ \INVERT~ OF T?~E 48'~R.C.P.~\SHALL B~~~LACED \ 1 ~1 1 1 ~1 I I ~I 1 1 1 I I I ~EVE~II FEET (7'l, A~1ME.q'~UPED FF.uM E'UADW'ir vv 1 1 ~ 1 I I I I I ~ I I ~ p ~ NVE :IV FUR ALL CTUEt<~I DFAII~lAOE ` \ ~ \ \ \ ~ 1 \ I IMUM F 1 ELON~ THE STREAM~\BED 1 1 I II ` \ \ \ \ ` \ \ ~T A Mil ~ 2 \B ~ 1 ~ 1 ~ \ \ \ \ \ ~ \ EL ATIOt~\FOR AQUATIC `FIFE PkSSAGE. \ i I 1 ~ 1 1 I I~ I I I I I ,E JT~RU JE TG I ,v I I ~1 1 I I I I~ 1 1 1 I I IR ~RO~~1NG7 SH LL ~iP,VE EITHER GUARDRAIL I 1 I f I ~1 I I~ ~ I I ~ E~ - - - \ \ \ \ \ \ \ ~ ~ \ \ I w , I \ \ 1 \ ~ \ \ \ ~ I I ~ 1 I I 11 1 I v 1 I I I ~ I I ~ I IIISTALLED ~0 I'ICDUT SFE~tIFICATIi,~1~15 OR BE v~ v A 1 A A\ ~ \ V v ~ \ ~ I I I ~ ~ li ~ \ \ 1 \ \ \ \ \ I I I I ~ \ ~ \ \ ~ 1 \ \ I I I I I I I I 1 1 I I I~ I I I T11 4:1 S OPE ~1R FLATTER. I 1 ~ I I I ~1 I I I I I 1 I ~ .ADD L 1A - v I I I 1 I p +I I~ I I I 1 1 \ - ~ \ \ \ \ \ 1 \ \ 1 \ I I I I ~ 'I PLAN SCALE: 1- 50 ~ 1 \ I 1 \ I I I I 'I 1 it I I I I ~ ~ I I 1 \ \ I ~ I I 91 I I I ~ I , \ \ \ \ O O O M O O O O O O N a0 rn M N N O O p 0 O O O O O N N n ON Nh O~ ~f1`r Or tt7~ 00 O~f1 p0 O~ M~ ~ pt0 Nt7 ~N nM ptf) N0~ NN OIL N~ ON OM O p~ O~ O~ Ou? p~ O~ On Off? O~ u~N O~ OM u7 Or O~ ~N O~ r0 O~ N~ Ind I~1(j Oln NN ~tD t0 r r O N Inn rr +c0 +M +N +N p0 ~ O ~ O In O r N pp ~ pp a0 of a0 I +N +M +tn +c0 +cD i NO NO NO NO MO MO MO ~O ~O ~O if10 140.00 +O +O +O +O +O +O +O +O +O +O +O +O +O +O +O +O +O +O 00 00 ~O ~ O ~O N O N O 140.00 ~ In ~ N ~ ° ~ t0 130.00 130.00 50.0 ' VC 150A ' VC 200. ' VC K = 25.00 K = 9.47 K = 9.21 120.00 120.00 NATURAL 11 D.00 GROUND 110.00 - - CENTE LINE OF R OWAY - \ 100,00 100,00 48" R.C.P. 90.D0 90.00 0 0 o ° °o 0 0 °o °o p °o ° ~ ° ,°o 0 0 0 0 0 0 80,00 80.00 ° ° ° N ° r ~ N +o ~o +O O~ +O +O +O +O r•O +O fir, 00 O~ ~D NO Q> Q~ Q~ la-J ~ J H J U1 W 1- J I- J (~!1 W ~ N W UI W UI W I~ W !n W U1 W W UU jj » 55 11 dd a a 70.00 as ad as as as as as 70.00 NOTE; II~!TE: ALL EMBAP1h:MEfJT FILL GREATER THAfd ~ OTE; ~EvEPJ FEET (7'), AS MEASURED FROM ROADWAY INVERTS OF THE IVERTS OF THE 48 R.C.P, SHALL BE PLACED ~~EPITERL~NE TO INVERT, FUR ALL STORM GF'AIf1A~~E AT A MINIMUM OF ELEVATION FOR AI i A MINIMUM OF 12" BELOW THE STREAM BED PIPE CROSSIPIGS SHALL HAVE ETHER GUARDRAIL ~~_EVATION FOR AQUATIC LIFE PASSAGE. ~ I~aSTa.LLED TO NCDuT SPECIFiCAT!nN`! CR. 8E ' GRADED TO A 4:1 SLOPE OP FLaT?ER. I 60.D0 60.00 ~ ~ r` ~ o o ~ ~ ~ o Oi t~ ~ n ~ ~ r N t~0 r ~ 00 ~ m t7 to 00 ~ ~ 01 f~ to N c0 t0 r ~ N r o o N ~ ~ r. co a~ 0 0 0 0 U1 f` O O O O O O O O O 01 r O O O O O O 41 p) 50.00 ~ ~ ~ 50.00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 PROFILE SCALES: 1"=50'HOR MAP IN D.W. R N. . 1"=10'VER FnR HANNAH'S CREEK SUBDIVISION -PHASE 2 CLAYTON TOWNSHIP - JOHNSTON COUNTY, N.C. Job: 05073 Date: 12/22/05 ]Revision: File: RCP01007 Drawn: DBL Sheet: 1 of 1 CLAYTON NC HWY 42 ~ ~ 20' DRAINAGE a EASEMENT ~ sS ' / ti Rj 2~/ `~i, qo ti 49 ~ ~ 0 ~ s A MATCH TO SHEET 2 OF 3 T r ~ o ~ ~S,rr;' c' ~ S ti~ yFR ~ ~ o o ~ 52 ~ , a2 F f TFO,q ~ a ~ ~ ' s~ ~Q. .~,0 o`~ ti ~R O ~ .M ~ 0 ~ 5~ a- ~~F W ; ~o a ~ ~6 ~ ~ 26389 SF .Q ~ ,r 55 46029 SF ~ S g, 9 coNrROL CONTROL c~ oqo h ~ 0• ~ 0.606 AC , 26 ~ CORNER CORNER } IPF NC GRID COORDINATES 00 ~ N F ~ ~ 1.057 AC a~ s>. ~ ~ ~ IPF Nc cRID y2 0 'p ~ L8 ~ DARRYL D. EVAN ~ ~ 9 ~ ~1"~ N sa 1895 N 681899.6841 0 ~ S, INC. C !y C2 ~ti~ E 215292 ° SITE DB 2885 PG 463 ` s 20 ' N6 E 2152925.5892 > i LEEWAY cT DB 2892 PG 8 ~ ~ N ~,Q 57 3 w I 0 I 05 ~ ~ , ~ 53 RESERVED FOR FUTUR ~ w ' s~, , 6 G ~ ~ I DEVELOPMENT ~ .h ~ ~ N 23246 SF N f z ~ ~~ti 36011 SF a ~ f > VICI s J 0.534 AC ° NITY MAP NOT 0.827 A Ss . ( TO S C I CALE) s ~ , c2 c o 2 , z i 4 s~ I 54 N ~ '~I,1 o ~s I IPF , N89'30'07"W ~ s . ~ ~ ~ 1S I 3ao.ao' s ~ 56 I N/F ~ o ~n I ~ TIE LINE ONLY IPF 4 A 7~ 0893 SF ~ ? ~ N I SANDRA H. BRANDT v' ~ ~ 0 'h Z 3 I s 939 AC ? ~ N. 3 . ~ 3405 SF ~ I I DB 2885 PC 463 o N N 0.767 A I f PIN 1658-21-8400 : ° m r ~ C ~ . ~ o N 55 ~ ti~~;'I~ I rn Y; I z o/L = s~ 0 56610 SF 1x1.93' I ° CREEk ~ I w ~ '7 1.300 AC IPF N89' 12' 18 "W I ~ ~ ~ IPF I I ~ \ w F \ I I I F ~ ~ \ i \ I AREA RES I ~ ERVED \ M FOR FUTURE a \ I I NUMBER DIRECTION DISTANCE o DEVELOP~i ~ ~ I L24 N03-15-4.3"E 5.40' N F ENT oo' / JO ~ 517847 SF s~ i I I SEPH L. HA ~ i RRIS 11.888 AC ~ , • DB 1 s / I 403 PG 534 ° s ~ ~P ~ PIN s~. / I I 15P~5741 ENGTH CHORLENGTH ,PF 1658-11-8249 ~ F i i 46 264.19 N58-33'19"W I 264.16 i ~ --------J 50' RIPARIAN h~ \ I BUFFER h I \ ~f'ETLAN05 I \ i \ i' I \ ' _ ~ \ w I \ .o~ I \ h°` \ d i FTHIS AT IS BEING RECORDED IN 3 SHEETS. i o N/F I \ EET 1 OF 3 FOR SUBDIVISION NOTES, Z SANDRA H. BRAND I \ T ~ AND SIGNATURES AN D SEE SHEET 2 DB 1802 PG 23 I 0 OR SUBDIVISION CONTINUATION. PIN 165 - - I IPF 8 21 5032 ~ i I 100 0 100 o~n I - - _ h 200 300 I ~ I IPF I Scale: 1 " = 100' I US HWY 7 N 0 BYPASS VARIABLE WID a TH R/W w I SUBDIVISION PLAT H AN N A C I OF I / STATE OF NORTH CAROLINA, ~OHNSTON COUNTY / I / I / THIS INSTRUMENT WA PRESENTED FOR REGISTR IPF S~)• TIE UNE / HS REEK RECORDING THIS A ON AND ~ I / 20 DA r OF IPF ~ f ONLY I / 0 AT 3: ' ~ L24 / m• / s, I • ~ Og / PHASE ONE n I / CRAIG OUVE ' C / FOR ~ REGI BY N `~S IPF STER OF DEEDS 9Epyi+rt REG. OF DE " ~ nARRYL D. EDS Z IPF J RECORDE DIN PB PG ~ Z N F ~ N EVANS INS'. / /F CLAYTON TOWNSHIP, JOHNST W DEPART JENNIF MENT OF ER PRUITT STATE OF NORTH C I,l ~ ~ AROLINA P I C e , ~ RT I JOH- N--. TO_rv couNrY o TRANSPORTATION IPF DB 1100 PG 13 ON COUNTY 1 LURK- r-~;qr'F , DO HEREBY CERTIFY THAT THIS PLAT WAS DRAWN UND R DB 2043 PG 413 ~ PIN 1658-20-76 NORTH CAROLINA E MY SUPERVISION FROM ~ N 94 ACTUAL SURVEY MADE UNDER MY S P RVl AN PIN 1658-20- ss' •s , ~ JANUARY 30, 2006 DESCRIPTION RECOR SION E D 2397 ~o, s ° DEO IN BO~~ ,PAGE ?S. ETC.); THAT THE BOUNDARIES NOT SURV IPF k ~ INDICATE S DRA F OM INFt~ EYED ARE CLEARLY TIE UNE oNL~ SHEET 3 OF 3 B00 1RMATION FOUND IN N87'24'S2"W PAGE THA i TH J8 ° AS CALCULATED IS 1:10 00 E RATIO OF PRECISION ~ 0.76' ~ 0+_ THAT THIS PLAT WAS PREPARED ° IPF N8T24 52 W _ IN ACCORDANCE WITH G.S. 47 30 0; AS AMENDED. WITNESS MY 289.87 - SURVEYED BY: ORIGINAL SIGNATURE R GISTRATION NUMB u IPF ER AND SEAL J JONES THIS;pgY, OF A.D.. 20 ~ os ~ US HWY 70 BYP ~ Q i~ ~ ASS DRAWN BY: Q. Z VARIABLE WIDTH FRUZ ZZ'vz StIR FESSio ..,ti . R/W ROLI MIkE 0; o ti m N A. STEVENS . Q ~ ,9 , YI1tlG, P. C. Q ? : ~ ° DB 2043 P CHECKED BY: G 417 c~-ad_ - N PIN 1 CORK suRVE ~ 658-20-8375 DRAWING PIAM ~ 0 E: 205 WEST MAIN STREET '.9ti~„ ~ W PHIRECORD2.DWG CLAYTON, N.C. 27520 \ L 3990 SURVEY DATE: LCENSE NUMBER IPF 12-10-OS TELEPHONE: (919) 359-0427 1 FAX: (919) 359-0428 J08 N0. www.truelinesurveying.com 247.049