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HomeMy WebLinkAbout20160589 Ver 1_More Info Received_20160725 Montalvo, Sheri A From:Johnson, Alan Sent:Monday, July 25, 2016 3:21 PM To:Montalvo, Sheri A Subject:FW: Revised Submittal - Class A Speculative Office Building CIMP Attachments:Class A Speculative Office Building - CIMP (07-24-16).pdf It would be easier to scan the whole thing. He changed the impact page, the site diagram. He changed the following: ================================================================================= Impact sheet changed. Wetland impact reduced, stream impacts modified. David asked for NC SAM sheet on intermittent channel which is included in this package. We left off the storm water plan, which did not change and we left out the field sheets that were included in the first package. We have asked NC Mitigation Services to a revised letter to cover the new impacts. Kelly says they will look at that tomorrow. Larry -----Original Message----- From: Larry Thompson \[mailto:larry@thompsonenv.com\] Sent: Sunday, July 24, 2016 9:35 PM To: Johnson, Alan <alan.johnson@ncdenr.gov>; Evan Morgan <evan.morgan@threeoaksengineering.com> Subject: Revised Submittal - Class A Speculative Office Building CIMP Hi Alan, The attached files have been sent do David Shaeffer as well. This is the result of our field meeting last Thursday. We eliminated the two erosion control basins from the JD and reduced the size of Wetland WA based upon hydric soil calls. The intermittent and perennial stream points remained the same from our calls on Wednesday. Please let me know if you need anything further from me to help with processing the request for permit authorization. Thank you! Larry -- Larry Thompson Thompson Environmental Consulting, Inc. www.thompsonenv.com 704-301-4881 cell 1 Thompson EnvironmenttaCons . MEMORANDUM TO: David Shaeffer Asheville Regulatory Field Office US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 FROM: Larry Thompson Thompson Environmental Consulting, Inc. PO Box 541 Midland, NC 28107 PO Box 541 Midland, NC 28107 (703)-301-4881 July 22, 2016 SUBJECT: Class A Speculative Office Building - International Business Park Concord, North Carolina (Cabarrus County) USACE Action ID: SAW -2016-01193 DWR No: 16-0589 4540 Fortune Avenue, LLC proposes the construction of a commercial office building on the combined Lots 7 and 8 of the International Business Park located in Concord, North Carolina. The project consists of an approximately 75,000 square foot (sqft) building, 760 parking spaces and cut/fill operations resulting in approximately 12.6 acres of disturbed area. Please find enclosed revised Preliminary JD, PCN application, permit drawings, vicinity map and USGS quad map. As previously noted, the North Carolina Natural Heritage Database was checked for records of threatened and endangered species. The US Fish and Wildlife Service lists three species for Cabarrus County that have federal status. Carolina heelsplitter (Lasmigona decorata) and Schweinitz's sunflower (Helianthus schweinitzii) are both listed as endangered. The Northern long-eared bat (Mytosis septentrionalis) is listed as threatened. The Bald eagle is protected in every county in North Carolina under the Bald and Golden Eagle Protection Act. No suitable feeding/water source is located within one mile of the project study area to support Bald eagle habitat. Carolina heelsplitter is found in cool, clean, well -oxygenated water. Stable, silt -free stream bottoms appear to be critical to the species. Typically, stable areas occur where the stream banks are well -vegetated with trees and shrubs. The species occurs in small streams in the Catawba and the Pee Dee River systems. There are no records of occurrence near the subject project, and habitat within the UT to Buffalo Creek is not present. This project will not result in impacts to Carolina heelsplitter. Schweinitz's sunflower occurs in full to partial sun and is found in areas with poor soils, such as thin clays that vary from wet to dry. It is believed that this species once occurred in natural forest openings of grasslands. Many of the remaining populations occur along roadsides. Habitat for SAW -2016-01193 Page 2 July 22, 2016 Schweinitz's sunflower does not exist in the subject project area, therefore, this project will not result in impacts to Schwienitz's sunflower. Northern long-eared bat (NLEB) occurs in the mountains, with scattered records in the piedmont and coastal plain. In western North Carolina, NLEB spend winter hibernating in caves and mines. During the summer, NLEB roosts singly or in colonies underneath bark, in cavities, or in crevices of both live and dead trees (typically >3 inches dbh). Males and non -reproductive females may also roost in cooler places, like caves and mines. This bat also been found, rarely, roosting in structures like barns and sheds, under eaves of buildings, behind window shutters, in bridges, and in bat houses. Foraging occurs on forested hillsides and ridges, and occasionally over forest clearings, over water, and along tree -lined corridors. Mature forests may be an important habitat type for foraging. A review of the October 2015 NCNHP database on May 31, 2016, indicates no known occurrences within 1.0 mile of the study area; therefore, the proposed action does not require separate consultation on the grounds that the proposed action is consistent with the final Section 4(d) rule, codified at 50 C.F.R. § 17.40(0) and effective February 16, 2016. Section 7 responsibilities are therefore considered fulfilled. This project has been reviewed by the State Historic Preservation Office (SHPO) for potential affects to historical architecture and archaeology who has issued a letter of "no comment" dated June 27, 2016. Impacts to Waters of the United States UT 1 to Irish Buffalo Creek (DWR Class: C) is not shown on the USGS topographic map as a perennial stream. UT 1 to Irish Buffalo is well defined with a substrate primarily composed of sand, silt, and gravel and is approximately 2 to 4 feet in width. UT 1 to Irish Buffalo flows approximately 0.07 mile to UT to Irish Buffalo, which then flows approximately 1.3 miles to its confluence with Irish Buffalo Creek, which then flows approximately 10.5 miles into Rocky River. Rocky River meets the definition of a Traditional Navigable Water. For these reasons, we believe UT to Buffalo Creek 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 Yadkin -Pee Dee River Basin (HUC 03040105). Specifically, 4540 Fortune Avenue, LLC is requesting to construct a commercial office building and associated parking lot. The impacts are listed in the tables below: Existing Condition Proposed Condition Net Impacts Stream (UT to Irish Buffalo — Fill Permanent: 372 if SC - Intermittent) Stream (Ut to Irish Buffalo SC - Fill Permanent: 471f Perennial) Wetland (WA) Fill Permanent: 0.073 acres Permits Requested 4540 Fortune Avenue, LLC 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). SAW -2016-01193 Page 3 July 22, 2016 Mitigation Requirements 4540 Fortune Avenue, LLC is aware that stream mitigation will be required for the proposed impactds and TEC has submitted a revised request to the NC Mitigation Service In -Lieu Fee Program for mitigation coverage up to 419 linear feet of stream channel. TEC would like to request that the USACE consider lowering the mitigation requirement for intermittent stream impacts to a 0.25:1 ratio given the fact that the stream has been previously impacted and exhibits low biological function. In a previous submittal, TEC included a site specific stormwater plan, along with stream and wetland field sheets. These have not been included in this package due to their size. If you would like these documents sent again, please ask. If you have any questions or need additional information, please contact Larry Thompson at (704) 301-4881 or larrygthompsonenv.com. Your review and consideration of this revised request are greatly appreciated. Sincerely, rf ,:arty Thompson Thompson Environmental Consulting, Inc. PO Box 541 Midland, NC 28107 Enclosures: Preconstruction Notification Form Site Figures 1-3 Preliminary JD Form NC SAM Spreadsheet NC SAM Field Sheets Agent Authorization Form NC Mitigation Services Letter NC Cultural Resources Letter cc: Mr. David Reese, PE File 004 w,arFRQc r 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 El Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 1 d. 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 1 e. 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 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ® No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project: Class A Speculative Office Building - International Business Park Lots 7&8 2b. County: Cabarrus 2c. Nearest municipality / town: Concord 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: 4540 Fortune Avenue, LLC 3b. Deed Book and Page No. 0570 0032 3c. Responsible Party (for LLC if applicable): Nolim Group SA INC 3d. Street address: 4540 Fortune Ave NW 3e. City, state, zip: Concord, NC 28027 3f. Telephone no.: 561-338-7480 3g. Fax no.: 3h. Email address: sandreoni@nolimgroup.com 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: 4b. Name: Larry Thompson 4c. Business name (if applicable): Thompson Environmental Consulting, Inc. 4d. Street address: PO Box 541 4e. City, state, zip: Midland, NC 28107 4f. Telephone no.: 704-301-4881 4g. Fax no.: 4h. Email address: larry@thompsonenv.com 5. Agent/Consultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.. 5g. Email address: 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): 56018453360000 1 b. Site coordinates (in decimal degrees): Latitude: 35.42779 Longitude: - 80.65209 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 30.1 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to UT to Irish Buffalo Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Yadkin Pee Dee 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 site is currently undeveloped and vegetated by a mixed deciduous forest. The surrounding area has been developed with commerical buildings and residences. 3b. List the total estimated acreage of all existing wetlands on the property: 0.073 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,473 3d. Explain the purpose of the proposed project: The purpose of the proposed project is to build a commerical office building in the Internation Business Park. There is a shortage of available Class A office space in the region which has prompted local officials to request this project. The project cannot be constructed without impacts to jurisdictional features. 3e. Describe the overall project in detail, including the type of equipment to be used: Erosion and sedimentation control measures will be installed prior large scale grading operations. Grading of the property will be needed in oder to provide suitable construction conditions. Fill in 0.073 acres of wetland will be required. 370 linear feet (If) of intermittent stream and 47 feet of perennial stream will be filled with stone to create a French drain underneath the proposed developed area. The French drain will allow for ground water to access the unimpacted section of stream. Stormwater from the property will be directed to a wet detention pond and treated prior to discharge to stream SB. Equipment to be used includes a track hoe, dump truck, paving equipment, 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 ❑ No ElUnknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type El Preliminary El Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. NCDEQ site visit was made on July 20, 2016 and a USACE site visit was made on July 21, 2016 S. 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 1 a. 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 ® Yes ® Corps 0.073 wetland ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ®P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.073 2h. Comments: Current wetland impact was delineated on July 21, 2016. 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 Fill UT to Irish Buffalo ❑ PER ® Corps 2-3 372 If (SC) ® INT ❑ DWQ S2 ®P ❑ T Fill UT to Irish Buffalo ® PER ® Corps 3-5 47 If (SC) [-IINT❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 419 If 3i. Comments: Intermittent stream has been channelized in the past and exhibits low biological function. TEC would like to request a lower mitigation ratio of 0.25:1 for intermittent stream impacts. Page 5 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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 02 ❑ PEI T 03 ❑P❑T 04 ❑ PEI T 4E Total open water impacts 4g. Comments: N/A 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: N/A 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 DWO) 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) or for Stream name mitigation (square feet) (square feet) Temporary T impact re uired? 131 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 6 of 11 PCN Form — Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed project will be the construction of a commercial office building. The majority of streams are located to the eastern side of the property, while proposed construction will take place on the western side of the property near the road. An intermittent stream and a perennial stream will be impacted. Fill slopes have been reduced as much as practical to avoid any unnecessary impacts. The project designer used a previous delineation from 2002 which showed the potential for minimal intermittent stream impacts and no wetland impacts. Once the more recent delineation was completed, the designer altered the design as much as practicable to reduce additional impacts. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. 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 strict enforcement of BMPs 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. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ® Yes ❑ No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ® DWQ ® Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this ®Payment to in -lieu fee program project? ❑ 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: 186 linear feet 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: TEC would like to request a lower mitigation ratio of 0.25:1 for intermittent stream impacts due to previous impacts and relative low quality of the stream. We have submitted a revised request for 419 linear feet of stream mitigation based upon a July 21, 2016 field review with the USACE. 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 ❑ Yes ® No buffer mitigation? 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. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (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). N/A 6h. Comments: N/A 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. ❑ Yes ®No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 27.6% 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: Stormwater will be conveyed offsite and into UT to Irish Buffalo Creek after being treated by a wet detention pond onsite. ® 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? Concord ® 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 ❑ HQW 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 attached? ❑ Yes ❑ No 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)? 1c. 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 ❑ Yes ❑ No letter.) 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 A300), 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 commercial building will not result in future impacts. The property is located in a planned business park, and many other sites have already been developed. Therefore, this building will not 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 Concord. 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? NC NHP database 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 project takes place in Cabarrus 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 May 5, 2016 found several historic buildings within 1.0 mile of the project area, but these properties would not be affected by this project. There are no buildings currently located on the property. A letter of concurrence for the project was received from Cultural Resources on June 27, 2016 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: 8c. What source(s) did you use to make the floodplain determination? NC Floodmaps Larry Thompson 07/22/16 Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided. 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B ' "`� �°'°° — INV N B]±fig - = -- Intermittent: 372 Linear Feet R0 RENWE SE)IYfNT M'D REGRADE WEI D_1 MIR _ Perennial Stream =i Wetland — NeLI._ f - "° °a6„'a .___ Perennial: 47 Linear Feet z;� �N PoRE BY MSIR AND NnDu F.1 . BUILT POW AND OUTLET DEVICE AND ONE RR. UPON ENGINFEI APPROVAL OF TNI FOLD DIM Intermittent Stream ONPIEx I A_A ;,R RGCORPING i0 PIAN. AFDI'l WET DETENTION POND AND ANY FlNPL SEEDING. P CONPUETE „E FINAL POND OERNFICAnDN AND dvuuRLE mvsen 3” RESP Ephemeral Stream DEEP. SRE ME DESCRIPTION STABINZPNON TMEFRAME IXLTPRON9 Fhompson Environmenta 1ShTLiPd• t1151Ts-[1 Po7"Eit • R'@TLAT'Ik'+ Prepared For: CES/1— Land DLn,cloprTtent Se vice^ Jurisdictional Feature Delineation International Business Park at Concord Cabarrus County, North Carolina Date: July 2016 Scale: 0 40 80 Feet I I I Job No.: 16-102 Drawn By: Checked By: EM LT Figure ATTACHMENT PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Larry Thompson, PO Box 541, Midland, NC 28107 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: 4540 Fortune Avenue NW, Concord, NC (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: Cabarrus City: Concord Center coordinates of site (lat/long in degree decimal format): Lat. 35.42779°, Long. -80.65209°. Universal Transverse Mercator: 17 Name of nearest waterbody: UT to Irish Buffalo Creek Identify (estimate) amount of waters in the review area: Non -wetland waters: 2473 linear feet. Cowardin Class: Riverine Stream Flow: Intermittent and Perennial Wetlands: 0.073 acres. Cowardin Class: Palustrine forested, emergent, and scrub/shrub wetlands Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: n/a Non -Tidal: n/a E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ❑ Field Determination. Date(s): 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. 1 Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre -construction notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there "maybe" waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): 2 E Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: ® Data sheets prepared/submitted by or on behalf of the applicant/consultant. ❑ Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. ® U.S. Geological Survey map(s). Cite scale & quad nameXannapolis 1976. ® USDA Natural Resources Conservation Service Soil Survey. Citation: Soil Survey of Cabarrus County NC 1988 ❑ National wetlands inventory map(s). Cite name: ❑ State/Local wetland inventory map(s): ❑ FEMA/FIRM maps: ❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ®Photographs: ® Aerial (Name & Date):NC One Map, 2015. or ❑ Other (Name & Date): ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. Signature and date of Regulatory Project Manager (REQUIRED) pig .nature and date of arson requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) Estimated Site Cowardin amount of Class of number Latitude Longitude Class aquatic aquatic resource in resource review area SA 35.426242 -80.647928 Riverine 334 linear feet section 10 — non -tidal SB 35.427064 -80.647811 Riverine 1,043 linear section 10 — feet non -tidal SC 35.427469 -80.648565 Riverine 930 linear feet section 10 — non -tidal SD 35.428361 -80.648939 Riverine 143 linear feet section 10 — non -tidal SE 35.427463 -80.649049 Riverine 23 linear feet section 10 — non -tidal WA 35.427329 -80.650794 Palustrine 0.073 acres non -section 10 — wetland Accompanies User Manual Version 2 mating %,aicuiaror version z USACE AID #: SAW -2016-01193 NCDWR #: 16-0589 INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant. NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area). PROJECT / SITE INFORMATION: 1. Project name (if any): International Business Park Concord 2. Date of evaluation: 7/21/16 3. Applicant/owner name: Larry Thompson 4. Assessor name/organization: E. Morgan 5. County: Cabarrus 6. Nearest named water body 7. River Basin: Yadkin-PeeDee on USGS 7.5 -minute quad: Irish Buffalo Creek 8. Site coordinates (decimal degrees, at lower end of assessment reach): (-80.649190, 35.427511) STREAM INFORMATION: (depth and width can be approximations) 9. Site number (show on attached map): SC -Int 10. Length of assessment reach evaluated (feet): 372 11. Channel depth from bed (in riffle, if present) to top of bank (feet): 2-3 F Unable to assess channel depth. 12. Channel width at top of bank (feet): 2-4 13. Is assessment reach a swamp stream? C Yes C No 14. Feature type: C Perennial flow C'. Intermittent flow C Tidal Marsh Stream STREAM RATING INFORMATION: 15. NC SAM Zone: C Mountains (M) C Piedmont (P) C Inner Coastal Plain (1) C Outer Coastal Plain (0) 16. Estimated geomorphic l l valley shape (skip for C a -��- C b Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope) 17. Watershed size: (skip C Size 1 (< 0.1 mi`) C Size 2 (0.1 to < 0.5 mi`) C Size 3 (0.5 to < 5 mi`) C Size 4 (>_ 5 mit) for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18. Were regulatory considerations evaluated? C Yes C No If Yes, check all that appy to the assessment area. F Section 10 water F Classified Trout Waters F Water Supply Watershed ( C I C II C III C IV C V) F Essential Fish Habitat F Primary Nursery Area F High Quality Waters/Outstanding Resource Waters F Publicly owned property F NCDWR riparian buffer rule in effect F Nutrient Sensitive Waters F Anadromous fish F 303(d) List F CAMA Area of Environmental Concern (AEC) F Documented presence of a federal and/or state listed protected species within the assessment area. List species: F_ Designated Critical Habitat (list species): 19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? C Yes 1. Channel Water- assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams) C A Water throughout assessment reach. C B No flow, water in pools only. C C No water in assessment reach. 2. Evidence of Flow Restriction - assessment reach metric C A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is adversely affected by a flow restriction or fill to the point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates). CB Not 3. Feature Pattern - assessment reach metric C A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert). C B Not A. 4. Feature Longitudinal Profile - assessment reach metric CA Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming, over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these disturbances). CB Not 5. Signs of Active Instability - assessment reach metric Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap). CA < 10% of channel unstable C B 10 to 25% of channel unstable C C > 25% of channel unstable 6. Streamside Area Interaction - streamside area metric Consider for the Left Bank (LB) and the Right Bank (RB). LB RB C A C A Little or no evidence of conditions that adversely affect reference interaction C B C B Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area, leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching]) C C C C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access [examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision, disruption of flood flows through streamside area] or too much floodplain/intertidal zone access [examples: impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an interstream divide 7. Water Quality Stressors —assessment reach/intertidal zone metric Check all that apply. F A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam) F B Excessive sedimentation (burying of stream features or intertidal zone) F C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem D Odor (not including natural sulfide odors) r E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in the "Notes/Sketch" section. F F Livestock with access to stream or intertidal zone F G Excessive algae in stream or intertidal zone F H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.) F I Other: (explain in "Notes/Sketch" section) W J Little to no stressors 8. Recent Weather—watershed metric For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a drought. C A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours C B Drought conditions and rainfall exceeding 1 inch within the last 48 hours C C No drought conditions 9 Large or Dangerous Stream — assessment reach metric C Yes C No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition). 10. Natural In -stream Habitat Types —assessment reach metric 10a. C Yes C No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging) (evaluate for size 4 Coastal Plain streams only, then skip to Metric 12) 10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams) F A Multiple aquatic macrophytes and aquatic mosses m N F F 5% oysters or other natural hard bottoms (include liverworts, lichens, and algal mats) H m F G Submerged aquatic vegetation F B Multiple sticks and/or leaf packs and/or emergent w � F H Low -tide refugia (pools) vegetation - o F I Sand bottom F C m Multiple snags and logs (including lap trees) r— J 5% vertical bank along the marsh F D 5% undercut banks and/or root mats and/or roots V F K Little or no habitat in banks extend to the normal wetted perimeter Fr E Little or no habitat REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS - 11. Bedform and Substrate —assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 11 a. C Yes C No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams) 11 b. Bedform evaluated. Check the appropriate box(es). Fvr A Riffle -run section (evaluate 11 c) W B Pool -glide section (evaluate 11 d) F C Natural bedform absent (skip to Metric 12, Aquatic Life) 11 c. In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach — whether or not submerged. Check at least one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) _ absent, Rare (R) = present but <_ 10%, Common (C) _ > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative percentages should not exceed 100% for each assessment reach. NP R C A P C E C C C Bedrock/saprolite E C C C C Boulder (256 — 4096 mm) E C C C C Cobble (64 — 256 mm) E C C C C Gravel (2 — 64 mm) C C C C C Sand (.062-2 mm) C C C E C Silt/clay (< 0.062 mm) E C C C C Detritus E C C C C Artificial (rip -rap, concrete, etc.) 11 d. C Yes C No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 12. Aquatic Life — assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 12a. C Yes C No Was an in -stream aquatic life assessment performed as described in the User Manual? If No, select one of the following reasons and skip to Metric 13. C No Water C Other: 12b. C Yes C No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that apply. If No, skip to Metric 13. 1 >1 Numbers over columns refer to "individuals" for size 1 and 2 streams and "taxa" for size 3 and 4 streams. F F Adult frogs F r Aquatic reptiles F F Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats) F F Beetles (including water pennies) F r Caddisfly larvae (Trichoptera [T]) F F Asian clam (Corbicula ) IF F Crustacean (isopod/amphi pod/crayfish/shrim p) F r Damselfly and dragonfly larvae r r Dipterans (true flies) F_ r Mayfly larvae (Ephemeroptera [E]) F F Megaloptera (alderfly, fishily, dobsonfly larvae) F r Midges/mosquito larvae F F_ Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea) F F Mussels/Clams (not Corbicula) F F Other fish F F_ Salamanders/tadpoles F r Snails F r Stonefly larvae (Plecoptera [P]) F F Tipulid larvae F r Worms/leeches 13. Streamside Area Ground Surface Condition — streamside area metric (skip for Tidal Marsh Streams and B valley types) Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and upland runoff. LB RB [:A C A Little or no alteration to water storage capacity over a majority of the streamside area C B C B Moderate alteration to water storage capacity over a majority of the streamside area C C C C Severe alteration to water storage capacity over a majority of the streamside area (examples include: ditches, fill, soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes) 14. Streamside Area Water Storage — streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types) Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area. LB RB C A C A Majority of streamside area with depressions able to pond water >_ 6 inches deep C B C B Majority of streamside area with depressions able to pond water 3 to 6 inches deep C C C C Majority of streamside area with depressions able to pond water < 3 inches deep 15. Wetland Presence — streamside area metric (skip for Tidal Marsh Streams) Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the normal wetted perimeter of assessment reach. LB RB C Y C Y Are wetlands present in the streamside area? EN r_'.N 16. Baseflow Contributors — assessment reach metric (skip for size 4 streams and Tidal Marsh Streams) Check all contributors within the assessment reach or within view of and draining to the assessment reach. F A Streams and/or springs (jurisdictional discharges) F B Ponds (include wet detention basins; do not include sediment basins or dry detention basins) F C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam) F D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage) F E Stream bed or bank soil reduced (dig through deposited sediment if present) F F None of the above 17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams) Check all that apply. F A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation) F_ B Obstruction not passing flow during low flow periods affecting the assessment reach (ex: watertight dam, sediment deposit) F7 C Urban stream (>_ 24% impervious surface for watershed) F -I D Evidence that the stream -side area has been modified resulting in accelerated drainage into the assessment reach F E Assessment reach relocated to valley edge F F None of the above 18. Shading — assessment reach metric (skip for Tidal Marsh Streams) Consider aspect. Consider "leaf -on" condition. C A Stream shading is appropriate for stream category (may include gaps associated with natural processes) C B Degraded (example: scattered trees) C C Stream shading is gone or largely absent 19. Buffer Width — streamside area metric (skip for Tidal Marsh Streams) Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top of bank out to the first break. Vegetated Wooded LB RB LB RB C A C A C A C A z 100 -feet wide or extends to the edge of the watershed C B C B EB C B From 50 to < 100 -feet wide C C C C C C C C From 30 to < 50 -feet wide C D [; D C D C D From 10 to < 30 -feet wide C E C E C E C E < 10 -feet wide or no trees 20. Buffer Structure — streamside area metric (skip for Tidal Marsh Streams) Consider for left bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width). LB RB C A C A Mature forest C B C B Non -mature woody vegetation or modified vegetation structure C C Herbaceous vegetation with or without a strip of trees < 10 feet wide D; D Maintained shrubs E; E Little or no vegetation 21. Buffer Stressors — streamside area metric (skip for Tidal Marsh Streams) Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet). If none of the following stressors occurs on either bank, check here and skip to Metric 22: FV Abuts < 30 feet 30-50 feet LB RB LB RB LB RB r_A CA F,A CA CP, F_A Row crops C B E B C B C 3 F, B F; B Maintained turf C C E C C C C C F_ C U; C Pasture (no livestock)/commercial horticulture r_ D E D C D E D 1] D F_ D Pasture (active livestock use) 22. Stem Density— streamside area metric (skip for Tidal Marsh Streams) Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width). LB RB EA EA Medium to high stem density C B C B Low stem density F; C C C No wooded riparian buffer or predominantly herbaceous species or bare ground 23. Continuity of Vegetated Buffer— streamside area metric (skip for Tidal Marsh Streams) Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 -feet wide. LB RB A A The total length of buffer breaks is < 25 percent. B; B The total length of buffer breaks is between 25 and 50 percent. C C The total length of buffer breaks is > 50 percent. 24. Vegetative Composition — First 100 feet of streamside area metric (skip for Tidal Marsh Streams) Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes to assessment reach habitat. LB RB A A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species, with non-native invasive species absent or sparse. B B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native species. This may include communities of weedy native species that develop after clear -cutting or clearing or communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or communities missing understory but retaining canopy trees. C C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities with non-native invasive species dominant over a large portion of expected strata or communities composed of planted stands of non -characteristic species or communities inappropriately composed of a single species or no vegetation. 25. Conductivity — assessment reach metric (skip for all Coastal Plain streams) 25a. C Yes E No Was a conductivity measurement recorded? If No, select one of the following reasons. F_ No Water C Other: 25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter). E A <46 r; B 46 to < 67 r. C 67 to < 79 r; D 79 to < 230 [; E > 230 Notes/Sketch: 11c. Saprolite was exposed on stream bed and is a sandy texture. 15. Wetland is a seep and is not from stream flooding. 20. Geotechnical work has cleared some vegetation and this area is now early successional stage. Stream has been channelized and straightened most likely for historical agricultural use. Berms are evident on both banks throughout the reach from excavation. Draft NC SAM Stream Rating Sheet Accompanies User Manual Version 1 Rating Calculator Version 1 Stream Site Name International Business Park Concord Stream Category Pb1 Notes of Field Assessment Form (Y/N) Presence of regulatory considerations (Y/N) Additional stream information/supplementary measurements included (Y/N) NC SAM feature type (perennial, intermittent, Tidal Marsh Stream) Date of Evaluation 7/21/16 Assessor Name/Organization E. Morgan YES NO YES in+n—if+o.,+ USACE/ NCDWR Function Class Rating Summary All Streams Intermittent (1) Hydrology LOW LOW (2) Baseflow LOW LOW (2) Flood Flow LOW LOW (3) Streamside Area Attenuation LOW LOW (4) Floodplain Access LOW LOW (4) Wooded Riparian Buffer HIGH HIGH (4) Microtopography NA NA (3) Stream Stability LOW LOW (4) Channel Stability MEDIUM MEDIUM (4) Sediment Transport LOW LOW (4) Stream Geomorphology LOW LOW (2) Stream/Intertidal Zone Interaction NA NA (2) Longitudinal Tidal Flow NA NA (2) Tidal Marsh Stream Stability NA NA (3) Tidal Marsh Channel Stability NA NA (3) Tidal Marsh Stream Geomorphology NA NA (1) Water Quality LOW LOW (2) Baseflow LOW LOW (2) Streamside Area Vegetation HIGH HIGH (3) Upland Pollutant Filtration HIGH HIGH (3) Thermoregulation HIGH HIGH (2) Indicators of Stressors NO NO (2) Aquatic Life Tolerance LOW NA (2) Intertidal Zone Filtration NA NA (1) Habitat MEDIUM MEDIUM (2) In -stream Habitat LOW LOW NC SAM FIELD ASSESSMENT FORM Accompanies User Manual Version 2 %.arcuiaror version z INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions and explanations of requested information. Record in the "Notes/Sketch" section if any supplementary measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant. NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area). PROJECT ! SITE INFORMATION:r 1. Project name (if any): e9 .". r f 2. Date of evaluation: 3. Applicantlowner name: L4C%,r r~1 a syr— 4. Assessor namelorganization: eg 1 5. County: .^ 6. Nearest named water body 7. River Basin: �. on WSGJ 7.5 -min quad: (: k &,c 8_ Site coordinates (decimal degrees, at lower end of assessment reach):' Q e fj (3 , , "t,\ STREAM INFORMATION: (depth and width can be approximations) 9. Site number (show on attached map): !�LC 10. Length_gf assessment reach evaluated (feet): -) -L 11. Channel depth from bed (in rife, if present) to to f bank (feet): , I- Unable to assess channel )j pth. 12. Channel width at top of bank (feet): 13. Is assessment reach a swamp stream? -1 Yes (. No 14. Feature type: f Perennial flownterrnittent flo i' Tidal Marsh Stream STREAM RATING INFORMATION: 15. NC SAM Zone: (7 Mountains (M) Piedmont (P) t' Inner Coastal Plain (1) ( Outer Coastal Plain (0) 16. Estimated geomorphic J _/ / valley shape (skip for C a —��� tV b Tidal Marsh Stream): (m sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope) 17. Watershed size: (skip Size 1 (< 0.1 mi`) f" Size 2 (0.1 to E 0.5 mi`) r Size 3 (0.5 to < 5 min) r Size 4 (> 5 min) for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18. Were regulatory considerations evaluated? t"` Yes /NoIf Yes, check all that appy to the assessment area. F Section 10 water T Classified Trout Waters i Water Supply Watershed ( (" I C' II t" III f IV ' V) F Essential Fish Habitat ii Primary Nursery Area I High Quality Waters/Outstanding Resource Waters I Publicly owned property E , NCDVVR riparian buffer rule in effect i Nutrient Sensitive Waters Anadromous fish i- 303(d) List F_ CAMA Area of Environmental Concern (AEC) F Documented presence of a federal and/or state listed protected species within the assessment area. List species: Designated Cntical Habitat (list species): additional stream information/suppleme section or attached? QOYes f- No 1. Channel Water - assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams) r A Water throughout assessment reach. B No flow, water in pools only. t C No water in assessment reach. 2.Ev' nice of Flow Restriction - assessment reach metric A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is adversely affected by a flow restriction or fill to the point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impounded on flood or ebb within the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates)_ /AA otA 3. Pattern - assessment reach metric majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert). f" B Not A. 4. Fure Longitudinal Profile - assessment reach metric A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming, over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these disturbances). C-6 Not A 5. Signs of Active instability -assessment reach metric Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include actioink failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip rap). c `�C < 10% of channel unstable B 10 to 25% of channel unstable i C n 25% of channel unstable S. Streamside Area Interaction - streamside area metric Consider for the Left Bank (LB) and the Right Bank (RIB). LB RB A 4 A Little or no evidence of conditions that adversely affect reference interaction f _ B ( B Moderate evidence of conditions (examples: berms, levees, down-cutding, aggradation, dredging) that adversely affect reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area, leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching]) C C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access [examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fall, stream incision, disruption of flood flows through streamside area] or too much floodplainlintertidal zone access ]examples impoundments, intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an interstream divide Water Quality Stressors - assessment reachlinterticial zone metric Check all that apply. A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam) B Excessive sedimentation (burying of stream features or intertidal zone) C Noticeable evidence of pollutant dischatges entering the assessment reach and causing a water quality problem D Odor (not including natural sulfide odors) E Current published or collected data indicating degraded water quality in the assessment reach_ Cite source in the "Notes/Sketch" section. F Livestock with access to stream or intertidal zone G Excessive algae in stream or intertidal zone H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc.) VJ� Other: (explain in "Notes/Sketch" section) J Little to no stressors 8. Recent Weather -watershed metric For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a drought. nought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours Drought conditions and rainfall exceeding 1 inch within the last 48 hours C No drought conditions 9 Large or O,�aerous Stream - assessment reach metric (' Yes � No is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition). 10. Natural In -stream Habitat Types - assessment reach metric 10a. " Yes a` ' No Degraded in -stream [Habitat over majority of the assessment reach (examples of stressors include excessive sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging) (evaluate for size 4 Coastal Plain streams only, then skip to Metric 12) 10b. Check all that occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain streams) A Multiple aquatic macrophytes and aquatic mosses iu w 1"- F 5% oysters or other natural hard bottoms percentages (include liverworts, lichens, and algal mats) M I" G Submerged aquatic vegetation [- B Multiple sticks andlor leaf packs and/or emergent o 7 ( H Low -tide refugia (pools) (7 Bedrock/sapfolite vegetation N o I Sand bottom F C Multiple snags and logs (including lap trees) r i J 5% vertical bank along the marsh F D 5% undercut banks and/or root mats and/or roots C) 2 h" K Little or no habitat in flanks extend to the normal wetted perimeter (-/E Little or no habitat (7 1- REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS Bedform and Sub rate - assessment reach metric (skip for size 4 Coastal Plain streams and Tidal Marsh Streams) 11 a. " Yes Wo Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams) 11 b. Bedform evaluated. Check the appropriate box(es). A Riffle -run section (evaluate 11 c) 6 Poo! -glide section (evaluate 11 d) r C Natural bedform absent (skip to Metric 12, Aquatic Life) 11 c. In riffles sections, check all that occur below the normal wetted perimeter of the assessment reach - whether or not submerged Check at feast one box in each row (skip for Size 4 Coastal Plain Streams and Tidal Marsh Streams). Not Present (NP) = absent, Rare (R) = present but c 10%, Common (C) = > 10-40%, Abundant (A) _ > 40-70%, Predominant (P) _ > 70%. Cumulative percentages hould not exceed 100% for each assessment reach. NP R C A P `j C r (7 Bedrock/sapfolite Houlder (256 - 4096 mm) Cobble (64 - 256 mm) Gravel (2 - 64 mm) t" Sand (_062-2 mm) Silticlay (< 0.062 mm) (7 1- C t"'. Detritus �f/ C�7 t f' Ii Artificial (rip -rap, concrete, etc.) l 1 d. tZA�es , 17 No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 12. Aquatic Life - assEssment reach metric (skip for Size 4 Coastal Plain sEat sand Tidal Marsh Streams) 12a. ` Yes r No Was an in -stream aquatic life assessment perfordescribed in the User Manual? If No, select on of. the following reasons and skip to Metric 13. t er C Other: 12b. c " Yes No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that apply. If No, skip to Metric 13. >1 Numbers over columns refer to "individuals" for size 1 and 2 streams and "taxa" for size 3 and 4 streams. T Adult frogs Aquatic reptiles I F Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats) Beetles (including water pennies) r Caddisfly larvae (Trichoptera (T]} 1 F Asian clam (Corbicula) F_ F Crustacean (isopod/amphipod/crayfishlshrimp) F j- Damselfly and dragonfly larvae F f- Dipterans (true flies) I Mayfly larvae (Ephemeroptera [E]) !- Megaloptera (alderfly, fishfly, dobsonfly larvae) r Midges/mosquito larvae I i Mosquito fish (Gambusia) or mud minnows (!Umbra pygmaea) ( Mussels/Clams (not Corbicula ) i Other fish [' i Salamandersitadpoles F_ Snails F Stonefly larvae (Plecoptera [P]) I— Tipulid larvae E Worms/leeches 13. Streamside Area Ground Surface Condition - streamside area metric (skip for Tidal Marsh Streams and B valley types) Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbank flow and upland runoff. LB RB l" A C' A Little or no alteration to water storage capacity over a majority of the streamside area ! B f- B Moderate alteration to water storage capacity over a majority of the streamside area C C C Severe alteration to water storage capacity over a majority of the streamside area (examples include: ditches, fill, soil, compaction, livestock disturbance, buildings, man-made levees, drainage pipes) 14. Streamside Area Water Storage - streamside area metric (skip for Size f streams, Tidal Marsh Streams, and B valley types) Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area. LB RB C' A t A Majority of streamside area with depressions able to pond water ? 6 inches deep If- B fB Majority of streamside area with depressions able to pond water 3 to 6 inches deep C C C C Majority of streamside area with depressions able to pond water < 3 inches deep 15. Wetland Presence - streamside area metric (skip for Tidal Marsh Streams) Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the normal wetted perimeter of assessment reach. LB RB/ WNArewetlands present in the streamside area? N 16. Baseflow Contributors -assessment reach metric (skip for size 4 streams and Tidal Marsh Streams) Check all contributors within the assessment reach or within view of and draining to the assessment reach. F A Streams and/or springs {jurisdictional discharges) B Ponds (include wet detention basins; do not include sediment basins or dry detention basins) C Obstruction that passes some flow during low -flow periods within assessment area (beaver dam, bottom -release dam) D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage) Stream bed or bank soil reduced (dig through deposited sediment if present) None of the above 17. Basefiow Detractors - assessment area metric (skip for Tidal Marsh Streams) Check all that apply. A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation) g Obstruction not passing flow during low now periods affecting the assessment reach (ex: watertight dam, sediment deposit) T/r�✓ Urban stream (>- 24% impervious surface for watershed) [ D Evidence that the stream -side area has been modified resulting in accelerated drainage into the assessment reach E Assessment reach relocated to valley edge F None of the above 18. Sha di g -assessment roach metric (skip for Tidal Marsh Streams) Co id, aspect. Consider "leaf -on" condition. c A Stream shading is appropriate for stream category (may include gaps associated with natural processes) C' B Degraded (example: scattered trees) t C Stream shading is gone or largely absent 19. Buffer Width - streamside area metric (skip for Tidal Marsh Streams) Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top of bank out to the first break. Vegetated Wooded LBS' LB RB� t"' A A C" � A ? 10D -feet wide or extends to the edge of the watershed C B C B B (' B From 50 to < 100 -feet wide C" C (-C t" C (-C From 30 to < 50 -feet wide C-` D i D C D C-' D From 10 to < 30 -feet wide r E r E C' E C E < 10 -feet wide or no trees 20. Buffer Structure - streamside area metric (skip for Tidal Marsh Streams) Consider for left bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width). VA RQ�j �q Mature forest (' B C" B Non -mature woody vegetation or modified vegetation structure C"" C C C Herbaceous vegetation with or without a strip of trees < 10 feet wide C D C D Maintained shrubs f E C' E Little or no vegetation 21. Buffer Stressors - streamside area metric (skip for Tidal Marsh Streams) Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate'rf listed stressor abuts stream (Abuts), does not abut but is within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet). If none of the following stressors occurs on either bank, check here and skip to Metric 227 Abuts < 30 feet 3050 feet LB RB LB RB LB RB rA CA (A rA rA 17A SSB C'B C"'B r CB r ! C C'' C C" C r C ' C €' C i" D ' D C'D C'D D C D Row crops Maintained turf Pasture (no livestock)lcommercial horticulture Pasture (active livestock use) 22, Stem Density - streamside area metric (skip for Tidal Marsh Streams) Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width). LB RB B A Medium to high stem density ? B t- B Low stem density C C C" C No wooded riparian buffer or predominantly herbaceous species or bare ground 23. Continuity of Vegetated Buffer - streamside area metric (skip for Tidal Marsh Streams) Cons' er whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 -feet wide. LB A RBI OVA The total length of buffer breaks Is < 25 percent. f B f B The total length of buffer breaks is between 25 and 50 percent. C" C C The total length of buffer breaks is > 50 percent. 24. Vegetative Composition -First 100 feet of streamside area metric (skip for Tidal Marsh Streams) Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes to assessment reach habitat. LB RB C"' A C A/Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species, with non-native invasive species absent or sparse. Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native species. This may include communities of weedy native species that develop after clear -cutting or clearing or communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or communities missing understory but retaining canopy trees. f C C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities with non-native invasive species dominant over a large portion of expected strata or communities composed of planted stands of non -characteristic species or communities inappropriately composed of a single species or no vegetation. 25. Conductivity - asfi45sment reach metric (skip for all Coastal Plain streams) 25a. C Yes VNo Was a conductivity measurement recorded? If No, select one of the following reasons. C No Water C: Other. 25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter). C. A <46 r, B 46 to < 67 C' C 67 to < 78 E" D 79 to < 230 (- E L 230 Notes/Sketch: �--saw-lac-. - ' 1 qtr b"' ` �.�. '�.�'�":.— �`4� �"'".��-�..,�ir't•-..p .. i. ;;, "���Y�`�i'�:`� �,i's���'�r;c+'°~, C..:r'�`..{i` �;t�'��;>� �[tS. �- w ►`�'�: �' r� � �.ti�: �'�'� � iii ��� fy � rw' *:A SAMPLE AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT No. 7 and 8 PLAN NO. PARCEL ID: 56018453360000 STREET ADDRESS: 4540 Fortune Avenue NW Concord, NC 28027 Please print: Property Owner: 0 011 M 6adlo 6A Wt. Property Owner: The undersigned, registered property owners of the above noted property, do hereby authorize Larry Thompson, PWS, LSS of Thompson Environmental Consulting, In (Contractor / Agent) (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): Telephone: �J �� 7- 0 We hereby certify the above information submitted in this application is true and accurate tD the best of our knowledge. Authorized Signature Date: Mitigation Services ENVIRON MENTAL QUALITY July 12, 2016 Stephanie Adreoni Nolim Group SA Inc. 1499 West Palmetto Park Road #204 Boca Raton, FL 33486 Project: Class A Speculative Office Building- IBP Lots 7 and 8 PAT MCCRORY DONALD R. VAN DER VAART Expiration of Acceptance: January 12, 2017 County: Cabarrus The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the DMS in -lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including G.S. § 143-214.11. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification/LAMA permit within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed at http://portal.ncdenr.org/web/eep. Based on the information supplied by you in your request to use the DMS, the impacts that may require compensatory mitigation are summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below. Impact River Basin CU Location (8 -digit HUC) Stream (feet) Wetlands (acres) Buffer 1 (Sq. Ft.) Buffer II (Sq. Ft.) Cold I Cool Warm Ri arian Non-Ri arian Coastal Marsh Yadkin 03040105 0 0 186 0.21 0 0 0 0 Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC 02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information, please contact Kelly Williams at (919) 707-8915. Sincerely, James. ?BS anfill Asset Management Supervisor cc: David Shaeffer, USACE- Asheville Larry Thompson, agent State of North Carolina Environmental Quality � Mitigation Services 1652 Mail Service Center I Raleigh, NC 27699-1652 217 W. Jones Street, Suite 3000 919 707 8976 T North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona M. Bartos, Administrator Governor Pat McCrory Office of Archives and History Secretary Susan Kluttz Deputy Secretary Kevin Cherry June 27, 2016 Larry Thompson Thompson Environmental Consulting, Inc. PO Box 541 Midland, NC 28107 Re: Construct Commercial Building, International Business Park, 4540 Fortune Avenue NW, Concord, Cabarrus County, ER 16-0938 Dear Mr. Thompson: Thank you for your email of May 31, 2016, concerning the above project. We have conducted a review of the project and are aware of no historic resources which would be affected by the project. Therefore, we have no comment on the project as proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or environmental.review(cr�,ncdcr. og_v. In all future communication concerning this project, please cite the above referenced tracking number. Sincerely, 67, Ramona M. Bartos Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: (919) 807-6570/807-6599