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HomeMy WebLinkAbout20031028 Ver 1_COMPLETE FILE_20030818pwAT F?pG r 7 =1 Alan W. Klimek, P. E. Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality October 10, 2003 Jim Adams Mill Ridge Companies 818 South White Street Wake Forest, NC 27587 DWQ Project No. 03-1028 Wake County Page 1 of 2 Subject Property: Stonegate Spine Road, Stonegate S/D, Forestville Road, Wake Forest, NC UT to Tom's Creek [03-04-02, 27-24, C NSW (nutrient sensitive)] 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. Adams: You have our approval, in accordance with the attached conditions and#hose listed below, to place fill within or otherwise impact 137 feet of streams and 12,290 square feet (fe) (0.28 acres) of protected riparian buffers for the purpose of constructing a road (Coach Lantern Avenue) at the subject property, as described within your application dated 15, 2003. After reviewing your application, we have decided that the impacts are covered by the N.C. Division of Water Quality (DWQ) General Water Quality Certification Number(s) 3402 and 3374 (GC3402 & GC3374). The Certification(s) allows you to use Nationwide Permit(s) 39 and 12 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 will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is only valid 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). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. Conditions: 1. Diffuse Flow An additional condition is that all constructed stormwater conveyance outlets shall be directed as diffuse flow at non-erosive velocities through the protected stream buffers such that it will not re-concentrate before discharging into the 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 as stated in Condition No. 2 below. 2. Written Stormwater Management Plan An additional condition is that a final, written stormwater management plan shall be approved in writing by this Office before the impacts specified in this Certification occur per Condition No. 4 in GC No. 3402. The stormwater management plan must include plans and specifications for stormwater management facilities that are appropriate for surface waters classified as "C NSW" and designed to remove 85% TSS according to the North Carolina Division of Water Quality, WETLANDS / 401 UNIT 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Jim Adams Page 2 of 3 October 10, 2003 most recent version of the NC DENR Stormwater Best Management Practices Manual. These facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be.constructed and operational, and the stormwater management plan (as approved by this Office) shall be implemented. The structural stormwater practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without written authorization from the Division of Water Quality. The above condition shall apply unless it is demonstrated in writing to the satisfaction of this Office that the impervious area of the entire, built-out project shall be less than 30% and that there are no areas of concentrated impervious area over 30% within the project such as, but not limited to, commercial areas, multi- family, clubhouses, maintenance areas, etc. Based on information provided within your application, it appears that the townhome parcels, village center parcel and possibly the neighborhood business parcel will require stormwater management facilities that are appropriate for surface waters classified as "C NSW" and designed to remove 85% TSS. However, it appears that the remainder of the project (e.g., the single-family areas) will be less than 30% and will only require compliance with the diffuse flow provision of the Neuse Buffer Rule. 3. Erosion & Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. 4. No Sediment & Erosion Control Measures w/n Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 5. No Impacts Beyond the Footprint of the Impacts Depicted in the Approved PCN 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 Preconstruction Notice Application. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 6. 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. 7. Water Quality Certification(s) Jim Adams Page 3 of 3 October 10, 2003 Construction of the proposed road must comply with all of the conditions of General Water Quality Certification(s) (GC) 3402. Construction of the proposed sewer system must comply with all of the conditions of General Water Quality Certification(s) (GC) 3374. 8. Sewer Systems The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer system regulations. 9. Culvert Installation The 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) are to be maintained above and below locations of each culvert. The 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. The culvert(s) must be installed according to the approved plans, which depict the bottom elevation of one pipe positioned at the elevation of the existing/natural grade and the other pipe positioned within the stream channel. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit. 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726. Sincerely, elan W. Klimek, P.E., NC DWQ, Director Attachments: Certificate of Completion GC3402 GC3374 Cc: Sean Clark, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614 USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office DLR Raleigh Regional Office File Copy Central Files DWQ # 031028 Date: October 10, 2003 bz www.SandEC.com ISSUED Department of Eavironment and Natural Resources P/1 D ivision of Water Quality Attn: Mr. Todd'St. John and Mr. Bob Zarzecki ?rEiL@?Sl'?J ??11V?r 2321 Crabtree Boulevard r? Suite 250 SEP 1 7 2003 Raleigh, NC 27604 STER QUALITY SECTION Re: Reply to the Division of Water Quality's request for further information during 'a September 11, 2003 phone conversation concerning the proposed Stonegate Subdivision, Wake County, North Carolina Dear Mr. St. John and Mr. Zarzecki: As per our phone conversation on September 11", the John R. McAdams Company has prepared additional information to address your concerns and requests about the proposed road crossing. With the additional buffer impacts due to the extension of the stormwater outlet pipes, buffer impacts now total 9290 fl (6000 ilk in Zone 1 and 3290 f in Zone 2). Stream channel impacts still total 137 linear feet. Permanent impacts due to the road crossing will total 107 linear feet and temporary impacts due to the sewer crossing total 30 linear feet. A revised PCN form is attached. Please call if you have any questions. Sincerely, Sean Clark Attachments: 1) Revised PCN form 2) Letter from John R. McAdams 3) Splitter Box detail 4) Cr&s section details for road crossing 5) Detail of Pipe Culverts CC: Andrea Wade of the USACE Charlotte Office: Greensboro Office: Hickory Office: 236 LePhilhp Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681 Phone: (704) 720-9405 Phone: (336) 540-8234 Phone: (828) 635-5820 Fax: (704) 720-9406 Fax: (336) 540-8235 Fax: (828) 635-5820 Environmental Consultants, PA Road • Raleigh, North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467 September 17, 2003 S&EC Project # 2805 DWQ Project # 03-1028 Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. 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 2. Nationwide, Regional or General Permit Number(s) Requested: 12 & 39 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 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 Owner/Applicant Information Name: Jim Adams Mailing Address: Millrid eg Companies 818 South White Street Wake Forest, NC 27587 Telephone Number: 919-556-5418 Fax Number: 919-556-6672 E-mail Address: millridgeco(a1aol.com 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Sean Clark Company Affiliation: Soil & Environmental Consultants, PA Mailing Address: 11010 Raven Ridge Road Raleigh, NC 27614 Telephone Number: (919)846-5900 Fax Number: (919)846-9467 E-mail Address: SClark(a),SandEC.com Page 1 of 9 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: Stone ate Spine Road 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 1748478250 4. Location County: Wake Nearest Town: Wake Forest Subdivision name (include phase/lot number): Stonegate Directions to site (include road numbers, landmarks, etc.): The proposed project, which consists of a mixed use development, is located approximately 3/ mile southeast of the intersection of Ligon Mill Road (SR 2044 and Burlington Road (SR 2045). The site is bounded to the east by Forestville Road. Toms Creek is approximately 1,000 feet west of the site. Please refer to the USGS topographic may attached for the location of the project. 5. Site coordinates, if available (UTM or Lat/Long):035°54'39.12"N/078°30'30.33"W (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 62 acres 7. Nearest body of water (stream/river/sound/ocean/lake): UT to Toms Creek 8. River Basin: Neuse River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at hqp://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site is wooded and undeveloped. The site is surrounded by residential development and forested properties. Page 2 of 9 10. Describe the overall project in detail, including the type of equipment to be used: The proposed project is a mixed-use subdivision with the typical utilities (i.e., sewer, water, electric etc.) One perennial stream and the associated riparian buffers will be permanately impacted to provide a road crossing tonegate mixed use development from Forestville Road to the east. One intermittent stream will be temporarily impacted by a sewer line crossing. Typical excavating and grading equipment will be used during construction activities. 11. Explain the purpose of the proposed work: The purpose of these impacts is to provide access to property. 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. Nationwide permits 12, 14, and 26 were issued for use on St. Andrews, Phase II in June of 1994 (Action ID Number 199402915). These permits authorized impacts to 0.53 acre of wetlands (0.28 for utility lines, 0.18 for road crossings, and 0.07 for driveways). 401 Water Quality Certification was issued for these impacts (DEM Project # 94487). Nationwide Permits 13, 14 and 26 were issued for St. Andrews, Phase IV, in 1997, and authorized 0.1032 acre of impacts (0.0977 acre for filling and 0.0055 acre for bank stabilization). 401 Water Quality Certification was issued for these impacts in May 1997 (DWQ Project # 970318). Nationwide Permits 14 and 39 were issued for use on St. Andrews, Phase V in July of 2001 (Action IDs 200120869 & 200121149). NWP 14 authorized impacts to 0.028 acre of wetland (which included 95 linear feet of stream channel) associated with a road crossing, and NWP 39 authorized 0.027 acre of lot fill for a total impact of 0.034 acre (95 linear feet of channel). The applicant was required to mitigate for 0.027 acre of lot fill impact and opted to make payment to the North Carolina Wetlands Restoration Program in the amount necessary to perform restoration to 0.054 acre. The USACE issued a Notification of Unauthorized Activity for Phase I of Stonegate Subdivision on December 20, 2001 (Action ID 200220341). The notification requested that an after-the-fact permit be submitted for the unauthorized work. The USACE has determined that the Stonegate subdivision is a separate project from the St. Andrews subdivision based on independent utility and the fact that the two properties are not connected to one another. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. Page 3 of 9 Future development is planned, but specific impacts if any, are unknown at this time VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: The applicant proposes to permanently impact 107 linear feet of perennial stream channel and temporarily impact 30 linear feet of intermittent channel with the construction of a road and sewer line. 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland*** (indicate on map) (acres) (yes/no) (linear feet) NA * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: ± 3 acres Total area of wetland impact proposed: 0 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intermittent? (indicate on map) (linear feet) Before Impact (please specify) Road Crossing Impact Permanent 107 UT to Toms Creek 3 feet Perennial Sewer Line Temporary / Crossing Impact Excavation 30 UT to Toms Creek 3 feet Intermittent * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), Page 4 of 9 stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tgpozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 137 linear feet (107 LF permanent impacts and 30 LF temporary impacts) 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Area of Name of Waterbody Type of Waterbody Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound, (indicate on map) (acres) bay, ocean, etc.) NA * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA 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. S&EC conducted a detailed wetland delineation and Neuse River Basin (NRB Riparian Buffer evaluation on property in December 1998 order to determine the extent and location of wetlands, streams and buffers. Although jurisdictional areas were avoided to the maximum extent practical, an unnamed tributary to Toms Creek separate the central portion of the propert y from Forestville Road, making it necessary to construct a road crossing over the channel and wetland to access contiguous portions of the property. The applicant plans to cross the channel at an approximately perpendicular angle in order to minimize impact to the stream and riparian huffer_ Page 5 of 9 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. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/stnngide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. The jurisdictional areas have been avoided to the maximum extent practicable. Impacts to the creek on-site will be minimized by crossings at perpendicular angles. Typically, cumulative impacts less than 150 linear feet to perennial streams do not require mitigation. S&EC does not believe mitigation should be required. If mitigation is required payment to the NC-WRP is nrooosed 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Page 6 of 9 Amount of stream mitigation requested (linear feet): NA Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No 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 ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ® No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Page 7 of 9 Road Crossing Zone* Impact (square feet) Multiplier Required Mitigation 1 6000 3 NA 2 3290 1.5 NA Total 9290 NA Sewer Line Crossing Zone* Impact (square feet) Multiplier Required Mitigation 1 1800 3 NA 2 1200 1.5 NA Total 3000 NA Zone 1 extends out 30 teet perpendicular from near bank otchannel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Impervious area less than 30% impervious surface. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Sanitary sewer will serve the site property. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No Page 8 of 9 XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). S2,01 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 9 of 9 THE JOHN Since 1979 R. McADAMS COMPANY, INC. William H. Derks, PE Director Land Development Services Group MEMORANDUM September 11, 2003 TO: Todd St. John William H. Derks, PE FROM: RE: Stonegate Spine Road Response to comments MRG-02010 Sean Clark with Soil & Environmental Consultants passed on your comments on our Stonegate Spine Road project. In response we have attached the following exhibits: - A revised impact map showing, as requested, the extension of the culverts to the rip-rap dissipator, revised impact area calculations to account for these culverts. - A typical detail for the proposed splitter boxes to show how the flow will be diverted to the level spreader for the one inch storm. Please give me a call if you have any questions. Research Triangle Park, NC _ Post Office Box 14005 ........... Research Triangle Park, North Carolina 27709 2905 Meridian Parkway Durham, North Carolina 27713 r? 800-733-5646 SEP 2 203 919-361-5000 SE 919-361-2269 Fax Charlotte, NC 5311 Seventy-Seven Center Drive, Suite 66 Charlotte, North Carolina 28217 800-7--56460800 704-52527 Comprehensive Land Development Design Services 704-527-2003 Fax We help over clients scecceed. (n N N f -i 0% 0 0 ?zz Drnrn ? I i N -? 1 00 - - D Z D D U) c/) ?N cocn _ II II M F- J m ! \ ! V C-1 CA 0-) mm ?X ?M DQ0O ?7r .; ?0 m > - 000 II cl) cn C/) X O D N 0mm \1 N 0 m - . 266 \ Cn / z N ?r 0 Z CD Z CA O O m . D rn 0 z I N N 0 O Z c? _ ZN mC D _ m0 I Z.w._ m D N Z a D VI / rl r D C? m r if \ ??o ? i \ C7 N C I m m D _ O (? > cf) Cf) I r D Z ' Tl cf) N r I \ D M ° I C) < r / 00 \ m / / \ \ a -Ti N? b r m ` N II o n m \ o r D \ F PROJECT NO. MRG-02010 STONEGATE SPINE ROAD - THE JOHN R. McADAMS COMPANY INC FILENAME: FILENAME: IMPACT.Dwc , . ENGINEERS/PLANNERS/SURVEYORS a SCALE: .. . BUFFER/WETLAND IMPACT MAP =20 1 RESEARCH TRIANGLE PARK. NC O BOX 14005 ZIP 27709-4005 P DATE WARE FOREST NC ? . . : 07-30-0.3 n 260 (919) 361-5000 •09-12-03 16:32 From-THE JOHN R MICADAMIS COMPANY INC 9193612269 T-401 P.02/02 F-666 THE JOHN R. MCADAMS COMPANY, INC. MT-ki.>u ? F?? U a,0P_fL_ CuAcu llGlA4.P.U_ -1-16" 4w* cowerfs' of Tire fiyl<s -T?;, .latA_W uj ?4EW+N 6 l W ATU 4 6?0?0? wv: rrv - sca Ls- CIV1.L ENGINEERING: • LA NP PLANNING SURVF=YINq pQBpz 14005 - Research Triangle Park,.N 27709 • (919) 361;5000 ;•' faX (918) 3BT=2269 ' wWw.lahn cadams.com . Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. 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 2. Nationwide, Regional or General Permit Number(s) Requested: 12 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 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: Jim Adams Mailing Address: Millrid eg Companies 818 South White Street Wake Forest, NC 27587 Telephone Number: 919-556-5418 Fax Number: 919-556-6672 E-mail Address: millridg_eco@aol.com 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Sean Clark Company Affiliation: Soil & Environmental Consultants, PA Mailing Address: 11010 Raven Ridge Road Raleigh, NC 27614 Telephone Number: (919)846-5900 Fax Number: (919)846-9467 E-mail Address: SClark(a),SandEC.com Pagel of 9 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: Stonegate Spine Road 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 1748478250 4. Location County: Wake Nearest Town: Wake Forest Subdivision name (include phase/lot number): Stoneg?ate Directions to site (include road numbers, landmarks, etc.): The proposed project, which consists of a mixed use development, is located approximately 3/ mile southeast of the intersection of Ligon Mill Road (SR 2044 and Burlington Road (SR 2045). The site is bounded to the east by Forestville Road. Toms Creek is approximately 1,000 feet west of the site. Please refer to the USGS topographic map attached for the location of the project. 5. Site coordinates, if available (UTM or Lat/Long):035°54'39.12"N/078°30'30.33"W (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 62 acres 7. Nearest body of water (stream/river/sound/ocean/lake): UT to Toms Creek 8. River Basin: Neuse 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.nc.us/admin/mVs/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site is wooded and undeveloped. The site is surrounded by residential development and forested properties. Page 2 of 9 10. Describe the overall project in detail, including the type of equipment to be used: The proposed project is a mixed-use subdivision with the typical utilities (i.e., sewer, water, electric etc.) One perennial stream and the associated riparian buffers will be permanately impacted to provide a road crossin Sg tonegate mixed use development from Forestville Road to the east. One intermittent stream will be temporarily impacted by a sewer line crossing. Typical excavating and grading equipment will be used during construction activities. 11. Explain the purpose of the proposed work: The purpose of these impacts is to provide access to property. 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. Nationwide permits 12, 14, and 26 were issued for use on St. Andrews, Phase II in June of 1994 (Action ID Number 199402915). These permits authorized impacts to 0.53 acre of wetlands (0.28 for utility lines, 0.18 for road crossings, and 0.07 for driveways). 401 Water Quality Certification was issued for these impacts (DEM Project # 94487). Nationwide Permits 13, 14 and 26 were issued for St. Andrews, Phase IV, in 1997, and authorized 0.1032 acre of impacts (0.0977 acre for filling and 0.0055 acre for bank stabilization). 401 Water Quality Certification was issued for these impacts in May 1997 (DWQ Project # 970318). Nationwide Permits 14 and 39 were issued for use on St. Andrews, Phase V in July of 2001 (Action IDs 200120869 & 200121149,). NWP 14 authorized impacts to 0.028 acre of wetland (which included 95 linear feet of stream channel) associated with a road crossing, and NWP 39 authorized 0.027 acre of lot fill, for a total impact of 0.034 acre (95 linear feet of channel). The applicant was required to mitigate for 0.027 acre of lot fill impact and opted to make payment to the North Carolina Wetlands Restoration Program in the amount necessary to perform restoration to 0.054 acre. The USACE issued a Notification of Unauthorized Activity for Phase I of Stonegate Subdivision on December 20, 2001 (Action ID 200220341). The notification requested that an after-the-fact permit be submitted for the unauthorized work. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. Future development is planned, but specific impacts, if any, are unknown at this time. Page 3 of 9 VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: The applicant proposes to permanently impact 93 linear feet of perennial stream channel and temporarily impact 30 linear feet of intermittent channel with the construction of a road and sewer line. 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland*** (indicate on map) (acres) (yes/no) (linear feet) NA * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: ± 3 acres Total area of wetland impact proposed: 0 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intermittent? (indicate on map) (linear feet) Before Impact (please specify) Road Crossing Permanent 93 UT to Toms Creek 3 feet Perennial Impact Sewer Line Temporary / 30 UT to Toms Creek 3 feet Intermittent Crossing Impact Excavation * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at Page 4 of 9 www.usas.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mWquest.corn, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 218 l.f (123 feet from proposed impact; 95 feet from previous impacts) 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Area of Name Waterbody Type of Waterbody Site Number Type of Impact* Impact ) (if applicable) (lake, pond, estuary, sound, (indicate on map) (acres) bay, ocean, etc.) NA * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA 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. S&EC conducted a detailed wetland delineation and Neuse River Basin (NRB) Riparian Buffer evaluation on property in December 1998 order to determine the extent and location of wetlands streams and buffers. Although jurisdictional areas were avoided to the maximum extent practical an unnamed tributary to Toms Creek separate the central portion of the property from Forestville Road making it necessary to construct a road crossing over the channel and wetland to access contiguous portions of the property. The applicant plans to cross the channel at an approximately perpendicular angle in order to minimize impact to the stream and riparian buffer. Page 5 of 9 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. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at htlp://h2o.enr.state.nc.us/ncwetlands/stnngide.htmi. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. The jurisdictional areas have been avoided to the maximum extent practicable. Impacts to the creek on-site will be minimized by crossings at perpendicular angles. TYpically, cumulative impacts less than 150 linear feet to perennial streams do not require mitigation. S&EC does not believe mitigation should be required. If mitigation is required payment to the NC-WRP is proposed 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Page 6 of 9 Amount of stream mitigation requested (linear feet): NA Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No 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 ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ® No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Page 7 of 9 Road Crossing Zone* Impact (square feet) Multiplier Required Mitigation 1 5645 3 NA 2 3235 1.5 NA Total 8880 NA Sewer Line Crossing Zone* Impact (square feet) Multiplier Required Mitigation 1 1800 3 NA 2 1200 1.5 NA Total 3000 NA * Zone 1 extends out 30 feet perpendicular from 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 type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Impervious area less than 30% impervious surface. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Sanitary sewer will serve the site property. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No Page 8 of 9 XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). September 9, 2003 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 9 of 9 THE William H. Derks, PE Director Land Development Services Group Since 1979 JOHN R. McADAMS COMPANY, INC. September 4, 2003 Mr. John R. Dorney NC Division of Water Quality 401 Wetlands Certification Unit 2321 Crabtree Blvd. Raleigh, North Carolina 27604-2260 Re: Stonegate Spine Road DWQ #03-1028 MRG-02010 Dear Mr. Dorney: We offer the following responses to address your comments to Mr. Jim Adams in your letter dated August 22, 2003. Plan Details: 1. Please show all the stream impacts including all fill slopes, dissipaters and bank stabilization on the site plans. The plans should be a scale of at least 1"=100' feet and should have contours shown. The site plan has been provided at 1 W 00 scale. The impact map has been reduced and placed on the site plan to show the fill slopes and storm drainage structures and outlet points on the plan. 2. Please show all wetland impacts including fill slopes on the site plan. The plans should be a scale of at least 1"=100' and have contours shown. The site plan has been provided at 1 W 00 scale. The impact map has been reduced and placed on the site plan to show the proposed fill slope contours the fill slopes, storm drainage structures and outlet points on the site plan as requested. Research Triangle Park, NC 3. Please indicate all buffer impacts on the site plan. The plans should be Post Office Box 14005 Research Triangle Park, of at least V= 100' and should have contours shown. North Carolina 27709 2905 Meridian Parkway The site plan has been provided at 1 W 00 scale. The impact map Durham, North Carolina 27713 has been reduced and placed on the site plan to show the fill slopes 800-733-5646 919-361-5000 the buffer impacts are shown along with an additional utility 919-361-2269 Fax crossing show due to the response to #5 below. Charlotte, NC 5311 Seventy-Seven Center Drive, Suite 66 Charlotte, North Carolina 28217 800-733-5646 704-527-0800 Comprehensive Land Development Design Services 704-527-2003 Fax We help our clients succeed. Since 1979 THE JOHN R. McADAMS COMPANY, INC. Mr. John Dorney September 4, 2003 Page Two 4. Please provide cross section details showing the provisions for aquatic life passage. A cross section of the proposed culvert construction is attached. It shows the bottom section of the pipes buried to allow for aquatic life passage. 5. Please locate any planned sewer lines on the site plan. The proposed sanitary sewer master plan has been added to the site plan. One stream/ buffer crossing is required and the impacts for that crossing have been show on the site plan. 6. Please provide the location of any proposed stormwater management practices as required by GC 3402. Stormwater pond facilities have been shown on the site plan. See #8 below for further explanation. Stormwater Mangement: 7. Please provide detail for the stormwater management practices as required by GC 3402. ' Details have been provided for the proposed level spreader devices at the storm drainage outlet points from the spine road system. The proposed stormwater ponds shown on the site plan will meet the BMP design requirements but have not been designed and are being constructed at this time. 8. Please specify the percent of project imperviousness area based on the estimated build out conditions. The site appears to exceed 30% impervious cover under build out conditions. We have completed a conservative an estimate of the build out impervious area of the single-family residential area (see the table below). It is obvious that the townhome parcels and the village center area will exceed 30% impervious. We have therefore added stormwater pond locations on those parcels to treat the run-off from these developments. THE JOHN Mr. John Dorney September 4, 2003 Page Three Since 1979 R. MCADAMS COMPANY, INC. We estimate that the single-family area will not exceed 30% impervious and therefore will not require stormwater treatment. - Total single-family acreage 172.81 ac - Collector Roads & sidewalk 3.14 ac - Neighborhood Streets & sidewalk 13.02 ac - Single family lots 32.88 ac (434 lots @ 3300 sf/lot) - Total impervious area 49.04 ac or 28.4% 9. Please indicate the diffuse flow provision measures on the site plan. Please show all stormwater outfalls. We have completed and shown all the stormwater design for the spine road that is currently proposed for construction. The owner has not begun either the subdivision approval or the detailed design for any of the internal streets or stormwater systems. It is our intention to provide measures to provide diffuse flow at any outlet into the Neuse Buffered streams. But, we have not identified those outlet points or designs at this time. 10. The stormwater discharges.at the location on the plans labeled "pre- formed scour hole" will not provide diffuse flow through the buffer because the 10-year discharge exceeds the maximum recommended discharge. Also no contours are provided to show that the area is appropriate for a pre-formed scour hole. 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 b e necessary to provided stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. The plan has been revised to provide level spreader outlets for the I " storm from the proposed storm drainage structures on the road. The greater than I" storm will bypass and outlet through the standard storm drainage outlet pipe and velocity dissipator. (See attached calculations). Since 1979 THE JOHN R. McADAMS COMPANY, INC. Mr. John Dorney September 4, 2003 Page Four Application 11. Failure to provide the requested information my result in the return of this application. So noted. 12. The subdivision plans provided within your application do not appear to be complete. The northern portion of the subdivision above "match line 2" appears to be missing. Please provide plans for this portion of the subdivision within your response. The site plan has been provided on one sheet at 1 "--100 scale to avoid the match lines and missing pieces. Sincerely, THE JOHN R. McADAMS COMPANY, INC. William H. Derks, E Director, Land Development WHD/maf ? __ l=, _ __ S t i THE JOHN R. McADAMS COMPANY, INC. P.O. Box 14005 Research Triangle Park, North Carolina 27709 (919) 361-5000 Fax(919)361-2269 PAGE OF J R McA JOB NO. MU* - "Oll D DATE PS SMT 23 BY CHECKED BY (Date) CLIENT PROJECT SUBJECT Lp "EL S;1GA"DG?-S ASSUME Osa/q Iss t?+o?lAt N>-` "'Wt mp LE ,4 t L_ 5f 9 &-maR.. 60stiw Do I t N/ wit :.:WD R*' 1=t o r`t a 14S = 15-71 des L>r V>I L SPR.E.0,0V4 . Lr_j3 V 13 = (s.-+ C?-S) Cl3 ?/CF.S ) -4 5 FT La u L rL-o s a Lb qc- = 4:3 cb `S'4S . 5M*4VV4x- LIU4M = C4•3 65) 63 "'Vl os) 5 4 t-T ,fete xr,rrnrrrr?lirrr r r rr r r rr r ,r r r r r TRANSITION TO r+ - w.:rrrrrr? r , ,, 0 GRADE r+,rrKrr .. ?. •r Arai+`Ji'?irrl ;i da " rr a VEGETATED DIVERSION 1 'l, r r r •..?? •... ?" •.: ;i?'? ? ? ? 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I I?IIII11?111??1111 „11111,111,;,111,;,111,;,111-III= LEVEL LIP BURIED OF SPREADER 6"MIN DETAIL OF LEVEL SPREADER CROSS SECTION. NOTES: - Level spreader is designed to disperse small volumes of concentrated flow across stable slopes. LEVEL SPREADER DETAIL d A U Ua o w w UI ?--? w z i z1 w O ?4 z UN W w ao 0 xo E- U W cx x m z amn FM yOm w aa? a? a?z 0 H 0 N O O 1, I 1 U I? o Q ° I i w a e 'W' v a ? W m A [JiMcADAMS] CULVERTS 1 inch = 20 ft. 09-12-03 16:33 From-THE JOHN R MCADAMS COMPANY INC 9193612269 T-402 P-01/02 F-686 T JOHN R WADS COMPANY, INC. FACSIMILE TRANSMITTAL ?L5 Ir e TO, Mr. Sean Clark, S&EC Fax No: 919 846-9467 TO: DWQ Fax No: (919) 733-6893 TO: _ lxl ' Fax No: TO: Fax No: TO: Fax No: FROM: Jonathan P. Eakins, PE PROJECT: Stonegate Spine Road JOB NO: MRG-02010 DATE: Sept 12, 2003 NO. OF PAGES- 2 (indtding cover) Hard Copy To Be Mailed?: Z Yes ? No REMARKS: 11?1_-• FOR INTERNAL, USE ONLY [l Copy Facsimile Transmittal Only to File ® Copy Entire Document to File FAXING COMPLETE Dater Initials ? MAILING COMPLETE Date: Initials _-- Attached is the detail for the pipe culverts under Coach Lantern Avenue that show one pipe buried 20% and the other pipe located at the existing stream bed. We understand that this is the last item required before the permit can be issued. Please let us know 0 you have any questions or need anything else. F Thanks CC: Sill Derks, JRM Fax No: cc: Fax No: PjOTi3: If the following information is not clear or if you do not receive all of the indicated sheets, please notify our office immediately at (919) 361-5000. Thank you. CIVIL ENGINEERING + LAND PLANNING • SURVEYING PO Bax 14045 • Research Tri"Ie Park, NC 27709 • (919) 3815000 • fax (919) 3el-22$8 vm wjahnrmcadams.Q0M 09-12-03 16:33 From-THE JOHN R MCADAMS COMPANY INC 9193612269 T-402 P.02/02 F-686 THE JOHN R. cADA1VIS C MP ,YI INC. ?jf L??>,t 1l?fis Ua Gv?cu Ua> W,WW40,U_ --I.- ---Ik-- .-- 4w" e,vwr rl-5 VIP's lKlve jL.T.' lb fi& {S A ov TWe- 6f s -rp tau ,0 raj C?Ra D>? -bp9/v --Me or 'r"S 4.QNM 4 6 >? V.SSA6: kiv ,, ;Tv SCA .s- CIVU- ENGINEERING'. • LA D PLANNING SURVEYING " po-Bpx 1,4Q05 - Re ®arch Triangle Park,: N 27709 - (97 9) 361;5000 ; •'•%N (91-9) 361-=2269 wWw,johrt cadams.com Environmental Consultants, PA Road • Raleigh, North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467 www.SandEC.com September 9., 2003 S&EC Project # 2805 DWQ Project # 03-1028 Department of Environment and Natural Resources Division of Water Quality Attn: John Dorney 2321 Crabtree Boulevard Suite 250 Raleigh, NC 27604 t1l f top y Re: Reply to the Division of Water Quality's August 22, 2003 letter requesting further information for the proposed Stouegate Subdivision, Wake County, North Carolina Dear Mr. Dorney: Please find the attached response letter to your August 22, 2003 letter requesting additional information for the Stonegate Subdivision. The attached letter from John R. McAdams responds to each of your requests as outlined in your letter. Additionally, I've attached a revised PCN form that accounts for the additional impacts resulting from the proposed sewer line. Please call me if you have any questions. Sincerely, Sean Clark Attachments: 1) DWQ letter dated August 22, 2003 2) Revised PCN form 3) Response letter from John R. McAdams 4) Cross section details for road crossing 5) 1:20 scale map of road crossing 6) 1:100 scale site map WEM/ 06 S EP a W 200.1 Charlotte Office: Greensboro Office: Hickory Office: 236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681 Phone: (704) 720-9405 Phone: (336) 540-8234 Phone: (828) 635-5820 Fax: (704) 720-9406 Fax: (336) 540-8235 Fax: (828) 635-5820 p WAr,9p o: Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan Klimek, P.E., Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality August 22, 2003 DWQ # 03-1028 Wake County CERTIFIED MAIL - RETURN RECEIPT REQUESTED James Adams Millridge Companies AUG 2 ? X03 818 South White Street Wake Forest, NC 27587 Subject Property: Stonegate Spine Road Dear Mr. Adams: On August 22, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill wetlands or waters for the purpose of constructing a road crossing in Wake County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H.0500. Plan Details: 1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plans. The plans should be a scale of at least 1" = 100 feet and should have contours shown. 2. Please show all wetland impacts including fill slopes on the site plan. The plans should be a scale of at least 1" = 100 feet and should have contours shown. 3. Please indicate all buffer impacts on the site plan. The plans should be a scale of at least 1" _ 100 feet and should have contours shown. 4. Please provide cross section details showing the provisions for aquatic life passage. 5. Please locate any planned sewer lines on the site plan. 6.- Please provide the location of any proposed stormwater management practices as required by GC 3402. Stormwater Management: 7. Please provide detail for the stormwater management practices as required by GC 3402. +Ij +1 ._ Y_...,' ..mot N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (hqp://h2o.enr.state.nc.us/ncwcOands) Customer Service #: 1-877-623-6748 Please specify the percent of project imperviousness area based on the estimated built-out conditions. The site appears to exceed 30% impervious cover under build out conditions. 9. Please indicate the diffuse flow provision measures on the site plan. Please show all stormwater out falls. 10. The stormwater discharges at the location on the plans labeled "pre-formed scour hole" will not provide diffuse flow through the buffer because the 10 year discharge exceeds the maximum recommended discharge. Also no contours are provided to show that the area is appropriate for a pre formed scour hole. 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. Application: 11. Failure to provide the requested information may result in the return of this application. 12. The subdivision plans provided within your application do not appear to be complete. The northern portion of the subdivision above "match line 2" appears to be missing. Please provide plans for this portion of the subdivision within your response. Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919) 733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. Program JRD/bs cc: Raleigh DWQ Regional Office Raleigh Corps of Engineers Central Files File Copy Sean Clark, S&EC Sincerely, OF W ATF9 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources `? r =l Alan Klimek, P.E., Director ^0p a FIL C Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality August 22, 2003 DWQ # 03-1028 Wake County CERTIFIED MAIL - RETURN RECEIPT REQUESTED James Adams Millridge Companies 818 South White Street Wake Forest, NC 27587 Subject Property: Stonegate Spine Road Dear Mr. Adams: On August 22, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill wetlands or waters for the purpose of constructing a road crossing in Wake County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H.0500. Plan Details: 1. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plans. The plans should be a scale of at least 1" = 100 feet and should have contours shown. 2. Please show all wetland impacts including fill slopes on the site plan. The plans should be a scale of at least 1" = 100 feet and should have contours shown. 3. Please indicate all buffer impacts on the site plan. The plans should be a scale of at least 1" _ 100 feet and should have contours shown. 4. Please provide cross section details showing the provisions for aquatic life passage. 5. Please locate any planned sewer lines on the site plan. 6.- Please provide the location of any proposed stormwater management practices as required by GC 3402. Stormwater Management: 7. Please provide detail for the stormwater management practices as required by GC 3402. N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (hqp://h2o.enr.state.nc.us/ncwetlands) Customer Service #: 1-877-623-6748 8. Please specify the percent of project imperviousness area based on the estimated built-out conditions. The site appears to exceed 30% impervious cover under build out conditions. 9. ? Please indicate the diffuse flow provision measures on the site plan. Please show all stormwater out falls. 10. The stormwater discharges at the location on the plans labeled "pre-formed scour hole" will not provide diffuse flow through the buffer because the 10 year discharge exceeds the maximum recommended discharge. Also no contours are provided to show that the area is appropriate for a pre formed scour hole. 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. Application: 11. Failure to provide the requested information may result in the return of this application. 12. The subdivision plans provided within your application do not appear to be complete. The northern portion of the subdivision above "match line 2" appears to be missing. Please provide plans for this portion of the subdivision within your response. Please telephone Todd St. John at 919-733-9584 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 214.0505(c). The processing time for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919) 733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. Program JRD/bs cc: Raleigh DWQ Regional Office Raleigh Corps of Engineers Central Files File Copy Sean Clark, S&EC Sincerely, U31U23 AUG PAYMENT & Environmental Consultants, PA itlge Road ;-"Raleigh, North Carolina 27614 Phone: (919) 846-5900 • Fax: (919) 846-9467 NCDENR-DWQ US Army Corps of Engineers Attn: Mr. John DorneY Attn: Ms. Andrea Wade 2321 Crabtree Blvd' 6508 Falls of the Neuse Rd., Ste. 120 Parkview Building Raleigh, NC 27615 Raleigh, NC 27604 RE: Nationwide Permit 39, 401 Certification & Buffer Compliance Request Stonegate - Stonegate Spine Road Wake Forest, Wake County, North Carolina S&EC Project #: 2805.W0 Dear Mr. Dorney and Ms. Wade: On behalf of Jim Adams (property owner), we hereby request authorization from the US Army Corps of Engineers to use Nationwide Permit 39 for the subject project to cover permanent impacts to a stream channel. We also request written concurrence from the NC Division of Water Quality (NC-DWQ) that the project complies with the Neuse River. Basin buffer rules. A Pre-construction Notification Application (PCN) is attached, which includes an Agent Authorization Form. The proposed project, which consists of a mixed use development, is located approximately % mile southeast of the intersection of Ligon Mill Road (SR 2044 and Burlington Road (SR 2045). The site is bounded to the east by Forestville Road. Toms Creek is approximately 1,000 feet west of the site. Please refer to the USGS topographic map attached for the location of the project. S&EC conducted a detailed wetland delineation and Neuse River Basin (NRB) Riparian Buffer evaluation on property in December 1998. An unnamed tributary to Toms Creek is present on the eastern portion of the site. The applicant proposes to construct a road crossing over this tributary to provide access to central o ion of the property from Fores i d. The proposed road crossing will impact 3 in or feet of stream channel an ,920 s uare feet (Zone 1=5,500s.f. / Zone 2=3,42(\.f.) / .20 acres,` riparian fer (se atta ed map). Nationwide permits 14, and 26 we issued for use on S . Andrews, Phase June of 1994 (Act' urrlbe4 15). These permits a thorize cts to 0:53 a of wetlands .28 fo utility line 0 8 fo road crossings, nd n7 for veways4. 401, Charlotte Office: 236 LePhillip Court, Suite C Concord, NC 28025 Phone: (704) 720-9405 Fax: (704) 720-9406 649nsboro Office: Hickory Office: 3817-E Lawndale Drive 622 Coon Mountain Lane Greensboro, NC 27455 Taylorsville, NC 28681 Phone: (336) 540-8234 Phone (828) 635-5820 Fax: (336) 540-8235 Fax: (828) 635-5820 ,_ FILE copy August 18, 2003 August 18, 2003 S&EC Project #: 2805 Page 2 of 2 Water Quality Certification was issued for these impacts (DEM Project # 94487). Nationwide Permits 13, 14 and 26 were issued for St. Andrews, Phase IV, in 1997, and authorized 0.1032 acre of impacts (0.0977 acre for filling and 0.0055 acre for bank stabilization). 401 Water Quality C-'- icaton was issued for these impacts in May 1997 (DWQ Project # 970j,8). , NA wide Permits 14 and 39 Tepe issued for use on St. Andrews, Phase V' in July` of 01 (Action IDs 200120869 0121149). NWP 14 authorized impacts to 0.028 acre o and (which include 95 1 near feet of stream channel) associated with r crossing, d NWP 39 authon d .027 acre of lot fill, for a total impact of 0.03 acre (95 linear f et of channel). The applicant was required to mitigate for 0.027 acre of 1 fill impact d opted to make payment to the North Carolina Wetlands Restoration Program ' ount necessary to perform restoration to 0.054 acre. The USACE issued a Notification of Unauthorized Activity for Phase I of Stonegate Subdivision on December 20, 2001 (Action ID 200220341). The notification requested that an after-the-fact permit be submitted for the unauthorized work. The USACE's current policy requires applicants to avoid and minimize wetland and stream channel impacts to the maximum extent practicable and may require compensato 1 o offset unavoidable losses of waters of the US when impacts exceed thre olds for no ' cation (0.10 acre) or if a discharge causes the loss of any open w ters n attempt to 'nimize impacts, the applicant has limited the width of the cr ssing to 60 feet and propo es to cross the channels perpendicularly. S&EC does not be ' ve mitigation should required by the USACE for this project. If for some reason mi ' ion is r , the client proposes payment to the NC-WRP. NC-DWQ's current policy requires mitigation for perennial stream impacts of greater then 150 linear feet per project. Because impacts to the perennial stream on site result in less than 150 linear feet of impact, stream mitigation is not proposed. DWQ also requires riparian buffer mitigation for stream crossings resulting in greater than one-third of an acre of impacts per crossing. Because the proposed stream crossing results in less than one-third of an acre of buffer impacts, no buffer mitigation is proposed. Sincerely, Sean Peff Sean Clark Environmental Scientist Environmental Scientist Attachments: Pre-construction (PCN) notification form Site Location Map (Figure 1) Soil Survey Map (Figure 2) Stonegate Site Plan Impact Maps Agent Authorization Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. 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 2. Nationwide, Regional or General Permit Number(s) Requested: 39 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 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 Owner/Applicant Information Name: Jim Adams Mailing Address: Millridge Companies 818 South White Street Wake Forest, NC 27587 Telephone Number: 919-556-5418 Fax Number: 919-556-6672 E-mail Address: millridgeco@aol.com 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Sean Clark Company Affiliation: Soil & Environmental Consultants PA Mailing Address: 11010 Raven Ridge Road Raleigh NC 27614 Telephone Number: (919)846-5900 Fax Number: (919)846-9467 E-mail Address: SClarkgSandEC com Page 1 of 8 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: Stonegate Spine Road 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 1748478250 4. Location County: Wake Nearest Town: Wake Forest Subdivision name (include phase/lot number): _ Stonegate Directions to site (include road numbers, landmarks, etc.): The proposed project, which consists of a mixed use development is located approximately 3/ mile southeast of the intersection of Ligon Mill Road (SR 2044 and Burlington Road (SR 2045) The site is bounded to the east by Forestville Road Toms Creek is approximately 1,000 feet west of the site. Please refer to the USGS topographic map attached for the location of the project 5. Site coordinates, if available (UTM or Lat/Long):035°54'39.12"N/078°30'30.33"W (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 62 acres 7. Nearest body of water (stream/river/sound/ocean/lake): UT to Toms Creek 8. River Basin: Neuse River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at htt2://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing. conditions on the site and general land use in the vicinity of the project at the time of this application: The site is wooded and undeveloped. Previous phases surrounding this site include Phases 1-VI which consists of mixed-use development Page 2 of 8 10. Describe the overall project in detail, including the type of equipment to be used: The proposed project is a mixed-use subdivision with the typical utilities (i.e., sewer, water, electric etc.) One perennial stream and the associated riparian buffers will be impacted to provide a road crossing tonegate mixed use development from Forestville Road to the east. Typical excavating and grading equipment will be used during construction activities. 11. Explain the purpose of the proposed work: The purpose of this impact is to prepare the project site for mixed use development specifically, to construct a road to serve lots on contiguous upland portions of the property. 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. Nationwide permits 12, 14, and 26 were issued for use on St. Andrews, Phase II in June of 1994 (Action ID Number 199402915. These permits authorized impacts to 0.53 acre of wetlands (0.28 for utility lines, 0.18 for road crossings, and 0.07 for driveways). 401 Water Quality Certification was issued for these impacts (DEM Project # 94487). Nationwide Permits 13, 14 and 26 were issued for St. Andrews, Phase IV, in 1997, and authorized 0.1032 acre of impacts (0.0977 acre for filling and 0.0055 acre for bank stabilization). 401 Water Quality Certification was issued for these impacts in May 1997 (DWQ Project # 970318). Nationwide Permits 14 and 39 were issued for use on St. Andrews, Phase V in July of 2001 (Action IDs 200120869 & 200121149). NWP 14 authorized impacts to 0.028 acre of wetland (which included 95 linear feet of stream channel) associated with a road crossing„ and NWP 39 authorized 0.027 acre of lot fill for a total impact of 0.034 acre (95 linear feet of channel). The applicant was required to mitigate for 0.027 acre of lot fill impact and opted to make payment to the North Carolina Wetlands Restoration Program in the amount necessary to perform restoration to 0.054 acre. The USACE issued a Notification of Unauthorized Activity for Phase I of Stonegate Subdivision on December 20, 2001 (Action ID 200220341). The notification requested that an after-the-fact permit be submitted for the unauthorized work. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. Future development is planned but specific impacts if any are unknown at this time. Page 3 of 8 . VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: The applicant proposes to permanently impact 93 linear feet of perennial stream channel and associated riparian buffers (Zone 1=5,500s.£ / Zone 2=3,420s.f.) and 0.1 acres of jurisdictional wetlands with the construction of a road approximately 60 feet in width 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number (indicate on ma) Type of Impact* Impact (acres) 100-year Floodplain** (es/no) Nearest Stream linear feet) Type of Wetland*** NA T List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at htip://www.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: ± 3 acres Total area of wetland impact proposed: NA 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intermittent? (indicate on ma) (linear feet) Before Impact (please secify) Stream Channel Impact permanent 93.0 UT Toms Creek 3 feet Perennial * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mygucst.com, etc.). Page 4 of 8 Cumulative impacts (linear distance in feet) to all streams on site: 188 l.f (93 feet from proposed impact; 95 feet from previous impacts) 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Area of Name of Waterbody Type of Waterbody Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound, (indicate on map) (acres) bay, ocean, etc.) NA * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): NA Proposed use or purpose of pond (e.g., livestock watering,. irrigation, aesthetic, trout pond, local stormwater requirement, etc.):. NA 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. S&EC conducted a detailed wetland delineation and Neuse River Basin (NRB) Riparian Buffer evaluation on property in December 1998 order to determine the extent and location of wetlands streams and buffers Although jurisdictional areas were avoided to the maximum y extent practical an unnamed tributary to Toms Creek separate the central portion of the propert from Forestville Road making it necessary to construct a road crossing over the channel and wetland to access contiguous portions of the property. The applicant plans to cross the channel at an approximately perpendicular angle in order to minimize impact to the stream and riparian buffer. Page 5 of 8 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. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/stnngide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. The jurisdictional areas have been avoided to the maximum extent practicable Impacts to the creek on-site will be minimized by crossings at nearly perpendicular angles. Typically, cumulative impacts less than 150 linear feet to perennial streams do not require mitigation. S&EC does not believe mitigation should be required If mitigation is required payment to the NC-WRP is proposed 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact, the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Page 6 of 8 Amount of stream mitigation requested (linear feet): NA Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No 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 ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify, )? Yes ® No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is. required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet) Mitigation 1 5500 3 NA 2 3420 1.5 NA Page 7 of 8 Total I 8920 I NA Zone 1 extends out 30 feet perpendicular from 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 type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213.0242 or .0260. XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwat?sthan roposed in order to protect surface waters and wetlands downstream from property. impervious area le 30% im erv us surface. XII. Sewage Disposal,, required by DWQ) Clearly detail the ulti3nate, _trea nt methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Sanitary sewer will serve the site property XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). _ 9//9/70__5_3 Applicant/Agent's Signature ate (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 8 of 8 • WWI Soil & Environmental Consultants, 14{ West Millbt(x)k Road MRalcigh, North Carolina 27609t•(919) 846-59LX)tI:nx (919) Kth7 - AGENT AUTHORIZATION FORM - ALL BLANKS TO EIR.FI"Ep IN BY CURRENT LANDOWNER Name: Jim Adams Address: 909 South-Main Street Address: Wake Forest, N.C. 27587 Phone: 919-556-5418 Project Name/Description: St. Andrews Plantation - Phase IV Date: Feb. 5, 1997 The Department of the Army U.S. Army Corps of Engineers Wilmington District PO Box 1890 Wilmington, NC 28402 Attn: . Frl c-?SvHCVty' Field Office: Re: Wetlands Related Consulting and Permitting To Whom It May Concem: I, the current property owner, hereby designate and authorize Soil and Environmental Consultants, Inc. to act in my behalf as my agent In the processing of permit applications, to furnish upon request supplemental Information in support of applications, etc. from this day forward. This the 9th day of 'FebEp8a 1997 . ,. This notification supersedes any previous correspondence concerning the agent for this project. Jim Adams , int Owners Name- ro ert Owners Signature' cc: Mr. John Domey NCDEH&NR - DEM Water Quality Planning 4401 Reedy Creek Road Raleigh, NC 27607 cc: Mr. Chris Huysman Soil and Environmental Consultants, Inc. I valualmn ¦ Mapping and 11hym(al Analysis ¦ Wetlands Mapping aml Mitigainui ¦ On Stle Wame 'lre•aumrnt Systems, L•valuatum and Di-ign T b i lam' /, -V\\(\ <.y { \?,+ y fl O c? ?., s 300 O '79 ? ? X104 ? ?. o p. - 2 a h 0 _ o ? '78 II I _ I 250 \?• n - - ? 55' it • n 0 ?' 250 u ° n p o ? ` `? z o <' ' ° 00 ?? '% yo O ry '77 x 1 300 \ •rr ? ? 0 2 50 ? r O : II _ - m76 - - 3 ' .? k ? 71J o \t' N r 00 300 I WAKE FOREST, NC \ 2 1993 =74a I 25o NIMA 5255 I NE-SERIES X7842 Q\ p 2 u 250 22 a ?m a WAKF cniINTY_ NORTH SOIL & ENVIRONMENTAL CONSULTANTS, PA NC Division of Water Quality Tran # Invoice Type Date Reference 401 081803 Invoice 08/18/03 Check Number: Date: 08/18/03 Check Amt: Balance Discount $0.00 $0.00 016228 16228 $200.00 Pay Amount $200.00 016228 16228 Exactly Two hundred and no / 100 Dollars DATE AMOUNT 08/18/03 $200.00. ??PA NC Division of., Water Quality ?--• '±'OHDER - p:. 2321. Crabtree 'Blvd.. z Raleigh. NC 27604 NP vO L6 2 28u, 1:053 L003001:086 L 24864911' `\ \ J •1 t1 \I \ o ? y I J ?\ /" 1 / 1? I? I bK? 1 U\1 I•t- I / I 1 I I / 1 i '1 1 7' IX \c .-?"r Ir p I I ! _D \? C / / \? t / ?? 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I' \\\ 1 \? g n D1 / // j i! 1 1 i t i 1 ,\ i I I % - \ 1 \ REVISION& JOHN R M ADAMS J a " O a " I I ' 1 . - n o $ 0 to U) $ + ? THE c NEGATE (0?'I ' COMPANY, INC. cil i aae ENGINEERS/PLANNERS/SURVEYORS MDC HOMES 251 BLOB RINK ROAD. SURE 150 0 WAM FOIST, NOM CAMIMA RALEIGH, POR7H CAROLINA RESEARCH TRIANGLE PARR. NC P.O. BOX 14005 ZIP 27709-4005 '"`?nuoun" (919) 981-5000 CONCEPT PLAN _ X '? r? \ /r S?a'C-?i 0441OF,,r`\..?' /,? ?Z_ y `cJZ •`\ \ ?-_-_-- \_ s\ \ \ \ -r??' \\ \ 1 I ! \ Z5 1 1 \ ? - A , 97 OL \ L-q t 2` sb bb ?\4b ? 2b ' `1b ?• 01, ; ,. •he 1 ,? ?' ` / ' 4`. ?\ ,? `\ ?jx ?? at ,59 11 CIO) d)t -1' 1,441 1 N Z ' ?\ ewe 7 44 - 1 / 02 - sy G'llcjA .51C.- -7.y v'Z 05 Datl s LI ? X71 ? yl \ -hl 41 ,' L ,` ? ` \ `• -all - ?_-?-''-.r ???// i\% J? ; \\ ? /.' ! -'1 - • - . ?\_ ..,. `. c.itra ssl -s?,.i - ?3WVtt(`Itn4.LD 9 d PROJECT NO. MRG•-02010 FILENAME: OVERALL.DWG SCALE: 1 °=1 00, DATE: 07_25-03 STONEGATE SPINE ROAD BUFFER/WETLAND IMPACT MAP WAKE FOREST, NC THE JOHN R. McADAMS COMPANY, INC. ENGINEERS/PLANNERS/SURVEYORS RESEARCH TRIANGLE PARK, NC P.O. BOX 14005 ZIP 27709-4005 (919) 361-5000 i' U) N N \ /1 00 i F7 FT? Fri \ O N V D \ '/ N Z D D / < / P \ Z D C? C7 0 m \\ ? II II it O C/,) cc) cn C -1 J? O O m -0 -?m D 'i -P(A Un - Ui i C I C)ONO m I 000 ;:o? -? OO cn O ^In V) I I c/ V I C) N O O 1J \? Qo cnm? D -i N ? -TI -Ti M0 1 rr I .. f /r 4?" \ \ \ Cn / rr \ \ / / r OJ O Z 0 z m o v D i ? l / \ \;\ N N O O CA z N m 0 _ v 9 ` - I / n N < 00 m _ - ?U \ O f / ) T j / \ \\ 1CJ V ;U jj m i; \ II I N \/ \ O _ mr ; 00 Ti \ `'\ m \ E; m a D \ \ r O \ \ \ `---- --------------- O PROJECT NO. MRG-02010 STONEGATE SPINE ROAD THE JOHN R. McADAMS S FILENAME: IMPACT.DWG COMPANY, INC. Q > SCALE: 1"=20' BUFFER/WETLAND IMPACT MAP ENGINEERS/PLANNERS/SURVEYORS RESEARCH TRIANGLE PARK. C CR DATE: WAKE FOREST, NC P.O. BOX 14005 ZIP 27709-4005 07-30-03 (919) 361-5000 d A U Ua '? 0 0 ?wz?i o a n x : aN zNa z?N W ?1 z aNo Fy 0. =G Q x h?N E- U w v x m" z .,c 01 FM waon z w°W w as a SQUARE PREFORMED SCOUR HOLE (RIPRAP NOT SHOWN- FOR CLARITY) PIPE OR DITCH OUTLET SEED WITH NATIVE GRASSES AT INSTALLATION X PIPE DIAMETER 4' (MIN.) ZH N SLOPE NATURAL GROUND 1' MIN, CLASS A RIPRAP 9" THICK W/ FILTER FABRIC PREFORMED SCOUR HOLE NTS 0 x W z a z ?1Aa V W z 0 X o o 3 0 N Q O O I I Q ?I ? H ° I w I- 0 O 0 z w E. a w w ? w rc d v a w w N o PERMANENT SOIL REINFORCEMENT MATTING (PSRM), INSTALL LEVEL AND FLUSH WITH NATURAL GROUND. McADAMS DWQ# 0 3 • " ?g Date Who Reviewed: G? Plan Detail Incomplete ? Please provide a location map for the project. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site pland Please show all wetland impacts including fill slopes on the site plan. C? "rq Please indicate all buffer impacts on the site plan. t S 'tG Please indicate proposed lot layout as overlays on the site plan. l e4,44 ! y?? ? Please indicate the location of the protected buffers as overlays on the site plan. Caw ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. G Please provide cross section details showing the provisions for aquatic life passage. Please locate any planned sewer lines on the site plan. (, Please provide the location of any proposed stormwater management practices as required by GC 2.V Please provide detail for the stormwater management practices as required by GC Z.. o, I 25) Please specify the percent of project imperviousness area based on the estimated built-out conditions. 7th S" tG Q / `----? ? Please indicate all stormwater outfalls on the site plan. eN X-1- YkadF J?i?C?'? &A- C{ Please indicate the diffuse flow provision measures on the site plan. Att 5461it/ /y C0ae4-('#1A00A-4 O1 OIJIiko ? Please indicate whether or not the proposed impacts already been conducted. - """'? ® ?r i 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 reconfigurredQto, minimize the impacts to the Please revise the plans to minimize the impacts. (d The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer boeaffw 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 nutrie is before the stormwater can be discharged through the buff Other kr qt q i l0 years c6' en" re ,?f?u+ AvwO ?i pace "S El The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impac were requested. Please e so )1,9 ea4W provide $ . This additional fee must be received before your application can be reviewed. qW 9_ GG ? Please complete Section(s) on the application. ? Please provide a signed copy of the application. ? , Please provide copies of the application, C ?0/dOt/i JA#V copies of the site plans and other supporting information. s? L A4, 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. ?? ?ar6c?re ? a/r? ? le cu!,? rh?%? XI AUA /n./f- ?h /4 (, r ccwef-) -3?> Aw. ?? 1 ?? 'S ??? l?ul?- ?Gtr??j ?`C3?t??? ?-'???{?J?.? ?VV'? -?-'v?„r ?l2Cu'? lp P (C?5 L LAC", A ,. ?t 0 n1;ll?-? clue ComPck-nies U U 8 016228 SOIL & ENVIRONMENTAL CONSULTANTS, PA Check Number: 16228 NC Division of Water Quality Date: Check Amt: 08/18/03 $200.00 Pay Amount Date Reference Tran # Invoice Type Balance Discount $0.00 $0.00 $200.00 401 081803 Invoice 08/18/03 ?im q? PAYMENT o RECEIVED Ire o w DO C E ~ t 1 ~ nwu~ / 1 / / \ ~ \ . \ r ~ ~ ~ - ~ ~ ~ r ?11,5 f ~ , 1 \ . _ ~ / ~ ~ l / ~ 7 ~ I ~ ~ / ` ~ ~ I ~ I I I J , _ . I ~ -~~o I v I _ I , , _ _ 4„ .c Irh ~ +~'r"r~ ~ ,t ^,i~l'h.: ~ ~ s~ ~'}J Y9 ,exi- "w ~'sa_ -.j.,~t; s z; , r , e,s,~ 1 x;'> p ^ 11 ~.,i,~I}:.tr43;; E I .u .kG. ,r~.X "x .^i?i. .p ^r '"~~^.'',r 7 1. 1 `.iii:'" h kkI' pp~~ :r.. 1 rpl'E "ta;, is ,l .d f..4;'~t... \ { 1 I t. 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