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HomeMy WebLinkAbout20171439 Ver 1_401 Application_20171108Montalvo, Sheri A From: Montalvo, Sheri A Sent: Thursday, November 09, 2017 11:45 AM To: nancy.scott@threeoaksengineering.com Subject: Finley Ridge Attachments: Agent Authorization Form.pdf Importance: High Nancy, We have received the PCN for the above. Page 11 of 11 shows your signature and will require a completed agent authorization form to be filled out in order for me to take the project off hold an forward through the review process. I have attached one for your use. Once competed please email it back to me. Thanks Sheri Montalvo Administrative Assistant 401 & Buffer Permitting Branch Division of Water Resources North Carolina Department of Environmental Quality 919-807-6303 (office) 919 807-6494 (fax) sheri.montalvoQncdenr.gov Physical: 512 N. Salisbury St., Ste 942-D, Raleigh, NC 27604 Mailing: 1617 Mail Service Center, Raleigh, NC 27699-1617 'Nothing Compares. Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 1 AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. PLAN NO, STREET ADDRESS: 705 Pisgah Church Road Greensboro, NC Please print: PDR Horton, Inc. Property owner: Property Owner: PARCEL ID: 0092489 The undersigned, registered property owners of the above noted property, do hereby authorize Nancy Scott (Contractor / Agent) of Three Oaks Engineering (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): 8001 Arrowridge Blvd, Charlotte, NC 28273 Telephone: 704-377-2006 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. authorized Signature Authorized Signature Date: �� I"� Date: EEq/NC, NOV 0 8 2017• N�N33N\`� November 3, 2017 David Bailey 20171439 Three Oaks Engineering, Inc. 324 Blackwell Street, Suite 1200 Durham, NC 27701 (919) 732-1300 Jennifer Burdette Raleigh Regulatory Field Office NC Division of Water Resources US Army Corps of Engineers 401 & Buffer Permitting Branch 3331 Heritage Trade Drive, Suite 105 512 North Salisbury Street Wake rorest, NC 27587 Raleigh, NC 27604 SUBJECT: Nationwide Permit 12 Application for the Construction of a Residential Development Greensboro (PIN: 7866268536) SAW -2017-00592. Guilford County, NC Evans Engineering proposes the construction of a residential development in Guilford County, NC in the City of Greensboro. The project consists of 71 townhomes on a 10.57 acre parcel. The project will require installation of a sewer line, which will cross a stream and a wetland. Cut/fill operations will result in approximately 4.72 acres of built upon area. Please find enclosed a PCN form, USGS quad map, Jurisdictional Determination documents, and Survey Platt with the proposed building footprints. The North Carolina Natural Heritage Database was checked for records of threatened and endangered species. The US Fish and Wildlife Service (USFWS) lists two species for Guilford County that have federal status. Small whorled pogonia !Isotria medeoloides) is listed as threatened. The Bald eagle is protected in every county in North Carolina under the Bald and Golden Eagle Protection Act. Suitable feeding/water sources (Philadelphia Lake and Richland Lake) are located within one mile of the project study area, which could support Bald eagle. A review of the July 2017 North Carolina Natural Heritage Program's (NCNHP) database of rare species indicates no known occurrences of Bald eagle are found within 1.0 mile of the project area. Small whorled pogonia generally occurs in open, dry, deciduous woods with acid soil, according to the USFWS. However, it is also known to occur in a variety of habitats in North Carolina, including along streams. The project site is mostly forested, with a stream and wetland complex on the western side of the site. There are maintained road right of ways along the northern border of the site. NCNHP records indicate no known occurrences of small whorled pogonia are found within 1.0 mile of the project area. The USFWS was consulted regarding surveying for the small whorled pogonia outside of the recommended survey window. Based on relatively small size and location of the project, combined with Three Oaks personnel experience with identifying small whorled pogonia, the USFWS agreed that such a survey could be performed. As such, a survey conducted on November 2, 2017 concluded that no small whorled pogonia were within the project site. A review of the HPOWEB GIS Service, a service maintained by State Historic Preservation Office (SHPO), on October 18, 2017 found no historic buildings within 1.0 mile of the subject project. There is a residential building currently Three Oaks Engineering located on the property site that was built in 1945. The building is not identified on the HPOWEB website as a potential site for historic preservation, so no further coordination was done with SHPO. Tht current structure will be removed for the construction of the residential development. Impacts to Waters of the United States The project area is adjacent to an unnamed tributary (UT) to Philadelphia Lake. The UT to Philadelphia Lake (DWR WS -V; NSW) is on the USGS topographic map as a perennial stream. The proposed impact site is approximately 1.1 river mile (RM) to Philadelphia Lake. Philadelphia Lake flows approximately 2.1 RM to North Buffalo Creek, which flows 10 RM to Buffalo Creek. Buffalo Creek flows 8.6 RM to Reedys Fork, which flows 8.4 RM to the Haw River. Haw River meets the definition of a Traditional Navigable Water. For these reasons, we believe the unnamed tributary to Philadelphia Lake is a Relatively Permanent Water and is under the jurisdiction of the U.S. Army Corps of Engineers. In order to construct the project, it will be necessary to impact waters of the United States in the Cape Fear River Basin (HUC 03030002). Specifically, Evans Engineering is requesting to temporarily impact the stream and associated wetland to install a new sanitary sewer line. The impacts are listed in the tables below: Existing Condition (Map ID) Proposed Condition Net Impacts Wetland (WA) Fill Temporary: <0.01 acre Stream (SA) Fill Temporary: 80 linear feet Avoidance and Minimization The proposed project is to install a new sanitary sewer line to provide service to a new residential development, which requires the crossing of a UT to Philadelphia Lake. As the only nearby sanitary sewer available for this property is the existing manhole located on the adjacent property to the west, these impacts cannot be avoided. Impacts are expected to be minimal, as the crossing will be done perpendicular to the stream and at the most narrow part of the wetland. Impacts will be temporary. Erosion and sedimentation BMPs will be installed prior to construction. Water will be diverted around the work area to prevent sedimentation of downstream aquatic resources. Impacts will be minimized by through use of Best Management Practices for the protection of surface waters, restrictions against the staging of equipment in or adjacent to waters of the US, and coordination with appropriate agency personnel. Permits Requested Evans Engineering is hereby requesting authorization under Section 404 of the Clean Water Act to proceed with the construction project outlined above. We are also requesting a 401 Water Quality Certification from the North Carolina Department of Environment and Natural Resources (DENR), Division of Water Resources (DWR). If you have any questions or need additional information, please contact me by mail, by email at nancy.scott@threeoaksengineering.com, or at (919) 732-1300. Your review and consideration are greatly appreciated. Sincerely, Nancy Scott Environmental Scientist ?hm Oaks EngineerbW thieeaaksengineerinq corn 0 �0F w A rF9o� C Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Page 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ® Section 404 Permit ❑Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ® Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ® No For the record only for Corps Permit: ❑ Yes ® No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ® No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. ❑ Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑ No 2. Project Information 2a. Name of project: Finley Ridge at 705 Pisgah Church Rd, Greensboro, NC 2b. County: Guilford 2c. Nearest municipality / town: Greensboro 2d. Subdivision name: Morehead 2e. NCDOT only, T.I.P. or state project no: N/A 3. Owner Information 3a. Name(s) on Recorded Deed: DR Horton, Inc Map Book 7982, Page 471-474 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 8001 Arrowridge Blvd 3e. City, state, zip: Charlotte, NC 28273 3f. Telephone no.: (704) 377-2006 401 & B FF R P I 3g. Fax no.: 3h. Email address: Page 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ® Other, specify: Engineer 4b. Name: Lee Bryant 4c. Business name (if applicable): Evans Engineering, Inc. 4d. Street address: 4609 Dundas Drive 4e. City, state, zip: Greensboro, NC 27407 4f. Telephone no.: (336) 854-8877 4g. Fax no.: 4h. Email address: Iib@evans-eng.com 5. Agent/Consultant Information (if applicable) 5a. Name: Nancy Scott 5b. Business name (if applicable): Three Oaks Engineering 5c. Street address: 324 Blackwell St, Suite 1200 5d. City, state, zip: Durham, NC 27701 5e. Telephone no.: (919) 732-1300 5f. Fax no.: 5g. Email address: nancy.scoff@threeoaksengineering.com Page 2 of 11 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 7866268536 1 b. Site coordinates (in decimal degrees): Latitude 36.128236 Longitude: -79.803470 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 10.57 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to UT to Philadelphia Lake proposed project: 2b. Water Quality Classification of nearest receiving water: WS -V; NSW 2c. River basin: Cape Fear River Basin (HUC 03030002) 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The project study area is comprised of hardwood forest and maintained roadway along Pisgah Church Rd and nearby residences. In addition to the UT to Philadelphia Lake, there are two wetlands on the property. 3b. List the total estimated acreage of all existing wetlands on the property: 0.025 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 341 3d. Explain the purpose of the proposed project: To construct a residential development. 3e. Describe the overall project in detail, including the type of equipment to be used: The proposed project is the construction of a residential development. A sewer line will be installed under a UT to Philadelphia Lake (noted as stream SA on plans) on the western side of the propoerty (see attached plans). Erosion and sedimentation control measures will be implemented in accordance with state regualtions. The sewer line will be installed via an open cut. Water will be pumped around the work area during construction by installed impervious dikes upstream of the proposed crossing. Equipment to be used includes a track hoe, dump truck, pumps, and various hand tools. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ®Yes [I No El Unknown project (including all prior phases) in the past? Comments: N/A 4b. If the Corps made the jurisdictional determination, what type ® Preliminary ❑ Final of determination was made. 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Three Oaks Engineering Name (if known): Chris Sheats, PWS Other: N/A 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. March 21, 2017; SAW 2017-00592 5. Project History 5a. Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. N/A Page 3 of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. N/A Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ® Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non -404, other) (acres) Temporary T W1 ®P ❑ T Fill Headwater Forest ® Yes ❑ No ® Corps ® DWQ <0.01 2g. Total wetland impacts <0.01 2h. Comments: Impacts will be less than 0.01 acre of wetland. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g• Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non -404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ❑ P ® T Excavation UT to Philadelphia ® PER ® Corps 3-6 20 Lake ❑ INT I ❑ DWQ S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total Permanent Stream and Tributary Impacts 3i. Comments: N/A 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary T 01 ❑P❑T 4f. Total open water impacts 4g. Comments: There are no open water impacts. 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. Page 5 of 11 PCN Form - Version 1.3 December 10, 2008 Version 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose of (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: There are no ponds created for this project 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar -Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) for Stream name mitigation (square feet) (square feet) or Temporary T impact required? B1 ❑P❑T El Yes ❑ No B2 ❑P❑T El Yes ❑ No 6h. Total buffer impacts 6i. Comments: N/A D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The only way to connect the proposed devlopment to the existing sewer utility is to cross the UT to Philadelphia Lake. The crossing location was designed to be perpendicular to the stream and at the most narrow part of the wetland. The devlopment was designed to leave the exsiting vegetated buffer of at least 30 feet around the UT to Philadelphia. The proposed project is to install a new sanitary sewer line to provide service to a new residential development, which requires the crossing of a UT to Philadelphia Lake. As the only nearby sanitary sewer available for this property is the existing manhole located on the adjacent property to the west, these impacts can not be avoided. Impacts are expected to be minimal, as the crossing will be done perpendicular to the stream. Impacts will be temporary. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Erosion and sedimentation BMPs will be installed prior to construction and properly maintained in accordance with state/federal regulations. Water will be diverted around the work area to prevent sedimentation of downstream aquatic resources. Tree removal / vegetative disturbance will be kept to the minimum necessary to install the sewer line. Page 6 of 11 PCN Form — Version 1.3 December 10, 2008 Version 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ® No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 8 of 11 PCN Form —Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: The project is located in the Jordan Lake protected watershed, but the ❑ Yes ® No stream on the project does not qualify for buffer protections, as it is not on the USGS topographic map or the soil survey map. Therefore, a diffuse flow plan is not required. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 44.7% 2b. Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Plan is attached. ® Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Greensboro ® Phase II 3b. Which of the following locally -implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ® Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties ❑ HOW 4a. Which of the following state -implemented stormwater management programs apply ❑ ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 9 of 11 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ® No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? ❑ Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. The construction of a residential development will not result in future impacts. The property is located in a residential area, and most of the other properties in the vicinity have been developed. Therefore, this project is not anticipated to result in further impact the area. 4. Sewage Disposal (DWQ Requirement) 4a. 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. Wastewater generated from the proposed project will be connected to existing sewer lines in the City of Greensboro. Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ❑ No impacts? ® Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville ' 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NCNHP Database and field review 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? This building construction project takes place in Guilford County which is not near any coastal or tidal habitat that would support EFH (i.e. salt marshes, oyster reefs, etc.). 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? A review of the NC SHPO HPOWEB GIS service on October 18, 2017 found no historic buildings within 1.0 mile of the subject project. Therefore, it is not likely that any historic properites would be affected by this project. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑ Yes ® No 8b. If yes, explain how project meets FEMA requirements: N/A 8c. What source(s) did you use to make the floodplain determination? North Carolina Floodplain Mapping Program Nancy Scott 11/3/17 Applicant/Agent's Signature Applicant/Agent's Printed Name Date (Agent's signature is valid only if an authorization letter from the applicant isprovided.) Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version ��j�l\lI ftu Prepared Fir 1� it CS Mr. Bill Eudy Pisgah Church Road Jurisdictional Waters Assessment Jurisdictional Features Map Guilford County, North Carolina Date* February 2017 Scale: 040 80 Feet t � t Job No : 16-611 Drawn By: Checked By NDH CMS Figure ����1NEEIP/y� Prepared For. Mr. Bill Eudy 33N Pisgah Church Road Jurisdictional Waters Assessment USGS 7.5 Minute Topographic Quadrangle Map Guilford County, North Carolina Dace. February 2017 Scales 0 50 100 Feet Job No. 16-611 Drawn NDH Chocke B • • a:. fir.': „.:<, i•`` S � T �t���,r�'-,�.. • �r • i • O O O I• /al_ aa • • r► w �a A ft Contours y h'S r••• 1 , r 1 r+ Wetlands # Study Area Stream SA 340 If ����1NEEIP/y� Prepared For. Mr. Bill Eudy 33N Pisgah Church Road Jurisdictional Waters Assessment USGS 7.5 Minute Topographic Quadrangle Map Guilford County, North Carolina Dace. February 2017 Scales 0 50 100 Feet Job No. 16-611 Drawn NDH Chocke B S Figure Roads Perennial Streams Wetlands Study Area Soils CcC CfB ��t,1NEER�y� Prepared For: r Mr. Bill Eudy y CcC 1 rW ♦, v Park 1,', Pisgah Church Road Jurisdictional Waters Assessment NRCS Soils Map Guilford County, North Carolina Date February 2017 Scale: 0 50 100 Feet I I I Job No.: 16-611 Drawn By: Checked By: NDH CMS Figure NOTE: SLORY SEWER A9-BMIiS REWWED AFTER LINA TRC APPROJK. SUBMP t (ONE) SEt Of PUW6 i0 LHE FNOINEEmNG WPNtiMFNf EOR RECORD PURPo6E5. RLEise cAL (.U6) 3n-2052 wITH .Nr 9ucsnoNs. IYRA81 PEmIN DETEMI,OM JoIOT a roJlln: oDn H:FAWA£A't 11£(0.c/13V1KTV /s ABY /43 ,f / Haw AI-ST19SF 4�y� i j-- 4L0 aj�` �A W'o 1 64 low, ,4 F+�mt�t0®®0m .�T.ry.rr�>.Iluarasrr ca E-_-i>t IIS®� cRE OAT& PARCEL /: 00924B9 / a�! 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BW ON SITE=0.14 AC PROP SUA=4.72 AC 11 COMMON/OPEN ARU=7.3037 AC Ir p. 1 AREA IN DEDICATED ROW -0.3985 AC '^ 1 AREA IN NEW LOTS/TOWNNOMES=4.0546 AC I �t .emwar 1 / EOD II 1 -- 1 p'F6✓gLIY .. 611MlEY M.,t ACIES OF NEW IAN fRd nE NTRAM:E OR PpUICN OF I,E NE4w TIE �r Nrt1 NOT BE TIEATED W PEPoAAENf O WET OETEN,IIX1 POMn n MEU 6 TIE arM 1 i_ Y�w'.n® T1 .4AOIEsa F%NBRNG NATINTop 1 FaNTs oN sITE IN 1 I . , WE-0EVEIORMF1rt OCHo,,,ON6 TNTIS I \ " �� 11 ro1E 11134p.@Aa APART OF TNB HAN 1 I -_ -� - 4�ACR TSOOF OFFS�AREA � � rz._ E>I r,t �OII�� E�IIIIIIIL!•mll:�t.T.1L1•m L1s:�ms.].1!}l� E,ty!•<d.l•E]:at1.1�i�IIIfZ�u11iF!•�E.1•11��:� = ���. i:!•tg>•<L�EI:I•mtE✓•mut�mIIIIFJE.:LO —'- IIIILI•��. _!4:>•m��Qacr��am1116J13J RiSr18P°�'iM4AYIG£ BlLtro�IIE/ a,•�.:��E�um�>,�amc>•mmlm `J�-�E,[!♦el:!♦IIFiIJE".!• I�lJ�>m1.L11JILSf• GE16Y1.CN,ApIOry pwMM — \- POST -DEVELOPMENT DRAINAGE AREA TO POND /1 R Ra ACRE D LESS DRNNACE TO SITE OUTLET 'B IN POST -DEVELOPMENT ,yyr.,4=App, �01ms.am�:lom®� ��III osz_a� oItE�JIIlI7mm0t3F)•mtt!•mmslam I• tl!♦t�IJJI£Ji1.)•mik)•mmt!•mIIIIF.�II."El � '111'.I"'iu�i�a'i a t.�e1!•t2J !•®�t!•tE:1fi64�t>•mlJt:E� • C£i• •JEII� ! �:iljl .I t.Jtl♦L2JIIIS.�IJIIIJ)•irl•<f:1•IIII6i�t>•� Vt2:!•mE\:l•tlFltl•IIIL[l�tS1!•�I1 m..:.:. uIIIIIIILI•�1i1.1•<.LJ�.�IJJ,1:1t �mmca>.�:s-� )'! ltiA, utA:��.!♦EI:!•�E,1S,1•<L�mlJlll}!•mmm S.)•IIIA[El�mil.fid-����IIR."�IJJJQ!•mml[.'El ���a�Q a�JeLm�am� �mia�ie u 9� <1�IIIIIILa:I�JIIIFJIIEL)•m�.1•�f=�mi.JmiFJ�L VUQafs-�ma)•mm m®m �.� �t�rrQ_aE.t;>•�.vaa m�.E:aomlJmo IIIE"aumE� >•Illcuiaas.�cE:�uma.>.�.�a 1[ <4�IIIIIRZ)•mlllllfil•LJI:!•<.L.1{�1:1f->ml3Jf.l� 1 s•"•'^�^o,"<r`^F - - -5.229 SF — 0.12 ACRES (LESS THAN 0.14 ACRES E. BUA) `` \ PROP BUA DRAINING TO WET DETENTION POND /1 = 4.60 AC. —'- PORTION OF POND /, DRAINAGE AREA DRAINING TO SITE OUTLET 'A' RiSr18P°�'iM4AYIG£ BlLtro�IIE/ PRE -DEVELOPMENT CONDITIONS 7.27 ACRES GE16Y1.CN,ApIOry pwMM — \- POST -DEVELOPMENT DRAINAGE AREA TO POND /1 R Ra ACRE D LESS DRNNACE TO SITE OUTLET 'B IN POST -DEVELOPMENT ,yyr.,4=App, CONDITIONSS = 1 fit ACRES EMACIESOP aFceITE IMSA �n _ DRA..MDroI�IIBR 01YBIflOM IJMJAJE4rro I IIINNrosTl Olmera M,mr•,�e.�•.....�....�L ,„.�.., .o-a�,a �.a I - � I •y+�' / i , l I� oo4u s,aW..,w auw ,. caN,.0 RN Mu4J W anNS uvo.lo m s*aWRmum rxc ws,-¢.nvN,l, I-rtw,. p-rtw. Wo I c<v+rz ,a �. .cEE<nt Hr_oruoMlNr R.,a FINLEY RIDGE m.r. HENSON REALTY, LLC 22 LM >N< OVERALL WATERS "' " rtnx C61 n \ '4 SSMH #1 TOP,±831.00 INV IN,824.46 \\� \ OUT,824.36 � WETLAND IMPACT W1 N \ I SF / MATTHEW J. SKELTON �p / D.B. 7675 PG. 204 P.B. 91 PG. 69 TAX PARCEL ID 0066086 / / / / / 2� PROP RIP RAP , PAD / TEMPORARY STREAM / IMPACT S1 / IMPACT = 22 LF / 67 PARK VILLAGE LANE —A ZONED_R-5_SSMH #2TOP-±834INV IN 8INV OUT� / / i / / 8 P 12 VICDM MAP U / SITE DATA: / PARCEL #: 0092489 / PROPERTY BOUNDARY REFERENCES: D.B. 4904 PG. 1539 TOTAL AREA ±11.7568 ACRES ZONING: CD -RM -8 71 PROPOSED LOTS 71 PROPOSED UNITS '1Jjl MULTIFAMILY PROJECT=TOWNHOMES EX. BUA ON SITE=0.14 AC PROP BUA=4.72 AC COMMON/OPEN AREA=7.3037 AC AREA IN DEDICATED ROW=0.3985 AC AREA IN NEW LOTS/TOWNHOMES=4.0546 AC TOTAL AREA DISTURBED=11.00 ACRES PROPERTY ADDRESS:705 PISGAH CHURCH ROAD / ARRE� / STREAM & WETLAND IMPACT MAP / FOR FINLEY RIDGE / MOREHEAD TOWNSHIP GUILFORD COUNTY ' NORTH CAROLINA OCTOBER 19, 2017 GRAPHIC SCALE 10 0 5 m 20 40 ( IN FEET ) 1 inch = 10 ft DVO M\DRAWLkW\PISGAH CHURCH ROAD\FMey Rldoe Construction Draw6ps l0 -Army Carp E~ Hap.dwD EX. WING \�\, WALL \ \1 , SAMUEL M. WILLIAMS D.B. 3782 PG. 1022 P.B. 91 PG. 69 TAX PARCEL ID 0066085 65 PARK VILLAGE LANE// ZONED R-5 Q C / MATTHEW J. SKELTON �p / D.B. 7675 PG. 204 P.B. 91 PG. 69 TAX PARCEL ID 0066086 / / / / / 2� PROP RIP RAP , PAD / TEMPORARY STREAM / IMPACT S1 / IMPACT = 22 LF / 67 PARK VILLAGE LANE —A ZONED_R-5_SSMH #2TOP-±834INV IN 8INV OUT� / / i / / 8 P 12 VICDM MAP U / SITE DATA: / PARCEL #: 0092489 / PROPERTY BOUNDARY REFERENCES: D.B. 4904 PG. 1539 TOTAL AREA ±11.7568 ACRES ZONING: CD -RM -8 71 PROPOSED LOTS 71 PROPOSED UNITS '1Jjl MULTIFAMILY PROJECT=TOWNHOMES EX. BUA ON SITE=0.14 AC PROP BUA=4.72 AC COMMON/OPEN AREA=7.3037 AC AREA IN DEDICATED ROW=0.3985 AC AREA IN NEW LOTS/TOWNHOMES=4.0546 AC TOTAL AREA DISTURBED=11.00 ACRES PROPERTY ADDRESS:705 PISGAH CHURCH ROAD / ARRE� / STREAM & WETLAND IMPACT MAP / FOR FINLEY RIDGE / MOREHEAD TOWNSHIP GUILFORD COUNTY ' NORTH CAROLINA OCTOBER 19, 2017 GRAPHIC SCALE 10 0 5 m 20 40 ( IN FEET ) 1 inch = 10 ft DVO M\DRAWLkW\PISGAH CHURCH ROAD\FMey Rldoe Construction Draw6ps l0 -Army Carp E~ Hap.dwD U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW -2017-00592 County: Guilford U.S.G.S. Quad: NC -LAKE BRANDT NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Applicant: Susie Eudy Agent: Three Oaks Engineering Address: 1348 Miles Chapel Rd. attn: Chris Sheats Mebane, NC 27302 Address: 324 Blackwell Street, Suite 1200 Durham, NC 27701 Size (acres) 11.56 Nearest Town Greensboro Nearest Waterway UT to Philadelphia Lake River Basin Cape Fear USGS HUC 03030002 Coordinates 36.128411° N, -79.802774° W Location description: The project area is located on the south side of Pisgah Church Road, approximately 0.2 mile west of its intersection with Baylor Street at 705 Pisgah Church Road, in Greensboro, Guilford County, North Carolina The project area boundaries are shown as the "Study Area" on the attached sketch labeled "Figure 1." Indicate Which of the Following Apply: A. Preliminary Determination X There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. _ There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters have not been properly delineated, this preliminary jurisdiction determination may not be. used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction over all of the waters at the project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are waters of the U.S., including wetlands, on the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. _ The waters of the U.S., including wetlands, on the above described project area have been delineated and the delineation has been verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA Page 1 of 2 and/or RHA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. _ The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808-2808 to determine their requirements. Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters of the United States without a Department of the Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions regarding this determination and/or the Corps regulatory program, please contact David Bailey at (919) 554-4884 X 30 or David.E.Bailev2()usace.army.mil. C. Basis For Determination: The proiect area exhibits water bodies with indicators of ordinary high water marks and wetland criteria as defined in the applicable regional supplement to the 1987 wetland delineation manual. The water bodies on the site are listed in the attached table. This determination is based on a field verification by David E. Bailey (USACE) on 2/14/2017. D. Remarks: The water bodies in the Proiect Area were flagged by Three Oaks Engineering, with changes made in the field by David E. Bailey (USACE), and are approximated on the attached sketch labeled "Figure 1," E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will fmd a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP Should you decide to submit an RFA form, it must be received at the above address by N/A. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** Digitally signed byovern ent,o.E.1 379283736 =DoD,ou=PKI DN: c=US, o=US. Government, ou=8373 ou=PKI. ou=USA,cn=BAILEY.DAVID.E.1379283736 Corps Regulatory Official: Date: 2017.0321 13:27:20-04'00' Date: March 21, 2017 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at http://co!psmapu.usace.amly.mil/cm apex/t°p=136:4:0. Copy furnished: Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105 �AEE%eOA- r Prepared For. Mr. Bill Eudy Pisgah Church Road Jurisdictional Waters Assessment Jurisdictional Features Map Guilford County, North Carolina Date: February 2017 Scale: o 40 80 Feet L— t t Job No 16-611 Drawn By: Checked By: NDH CMS Figure PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: March 21, 2017 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Susie Eudy, 1348 Miles Chapel Road, , NC, 27302. C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, 705 Pisgah Church Road / Greensboro / Guilford County / residential, SAW -2017-00592 D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County/parish/borough: Guilford City: Greensboro Center coordinates of site (lat/long in degree decimal format): Lat.: 36.12841130838960 Long.: -79,8027739609952° Universal Transverse Mercator: Name of nearest waterbody: UT to Philadelphia Lake E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ® Field Determination. Date(s): 2/14/2017 TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Site Number Latitude (decimal degrees) Longitude (decimal degrees) Estimated amount of aquatic resources in review area (acreage and linear feet, if applicable Type of aquatic resources (i.e., wetland vs. non- wetland waters) Geographic authority to which the aquatic resource "may be" subject (i.e., Section 404 or Section 10/404 SA 36.128236 -79.803470 340.61 linear feet Non -wetland Section 404 WA 36.128098 —79.803479 0.05 acre Wetland Section 404 WB 36.128332 —79.803504 0.05 acre wetland Section 404 NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND A.PPE Applicant: Susie Eudy File Number: SAW -2017-00592 Date: March 21 2017 Attached is: See Section below INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A _ PROFFERED PERMIT Standard Permit or Letter ofpermission) B PERMIT DENIAL C ❑ APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Y 4 niau�ilf�rn�zt>_,�,1,� or Additional information may be found atlltl�. ������.�� ;�,c�..rrniV.nnt �l��,iun� C �vilkko,�k, RL,2kiI.itt;i [ �ooi-a Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION 11- REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division Mr. Jason Steele, Administrative Appeal Review Officer attn: David E. Bailey CESAD-PDO Raleigh Regulatory Field Office U.S. Army Corps of Engineers, South Atlantic Division 3331 Heritage Trade Drive, Suite 105 60 Forsyth Street, Room 1OM15 Wake Forest, North Carolina 27587 Atlanta, Georgia 30303-8801 Phone: 404 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel., and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the o ortuni to participate in all site investi ations. Date: Telephone number: Signature of appellant oragent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, David Bailey, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137