Loading...
HomeMy WebLinkAbout20160321 Ver 1_401 Application_20160416KERNS I LANDSCAPE ARCHITECTURE TRANS M ITTAL March 29, 2016 TO: NC DWR, 401 & Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 FROM: Hutch Kerns Kerns I Landscape Architecture RE: Highlands Biological Station NOTES / COMMENTS: To Whom it May Concern: Please find enclosed a $240.00 to be applied to the Highlands Biological Station project. This check is to accompany previously submitted digital and paper submittals made by Robinson Design Engineers for the project. Regards, K E R N S-�NOSC PE ARCH17EC7URE Hutch Kerns 14 Church Street Asheville NC 28801 t: 828.255 2650 f 828.255 2651 www kernslastudlo.com ROBINSON DESIGN ENGINEERS" Land.Water. Ecology. March 29, 2016 NC DWR, 401 & Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 (submitted via USPS) Reference: Highlands Biological Station 401 Permitting — Open Waters Town of Highlands, Macon County, NC To whom it may concern, Thank you for receiving and carefully considering this application. Based on conversations with our local NCDEQ office in Swannanoa, we are providing you with four copies of the PCN package. This package includes the Pre -Construction Notification, Narrative, and associated Exhibits. Our client will be sending in the fee payment separately. Our contact at the local NCDEQ office is: Tim Fox Division of Water Resources — Water Quality Programs 828-296-4500. If you have any questions or concerns about this submittal, please feel free to contact me directly. Sincerely, ROBINSON DESIGN ENGINEERS <A-- - -,.e E'�V' Philip Ellis, MS, PE 14 Church Street Asheville, NC 28801 cell: 864-901-1611 pe@robinsondesignengineers.com www.robinsondesignengineers.com RECEIVED MAR 31 2016 DENR-LAND QUALITY STORmnrER PERIAITTIN© W A TF9pG =' r LM 0 -c Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre -Construction Notification (PCN) Form 2 0 1 6 0 3 2 1 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. 3 & 42 or General Permit (GP) number: 1 c. 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 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑✓ No 2. Project Information 2a. Name of project: Highlands Biological Station 2b. County: Macon 2c. Nearest municipality / town: Highlands 2d. Subdivision name: NA Ajin 2e. NCDOT only, T.I.P. or state project no: NA 1016 3. Owner Information C _,''dry, e, L) ; 3a. Name(s) on Recorded Deed: Highlands Biological Foundation 9 9� 3b. Deed Book and Page No. book 3, page 134 3c. Responsible Party (for LLC if applicable): Sonya Carpenter 3d. Street address: 265 North 6th Street 3e. City, state, zip: Highlands, NC 28741 3f. Telephone no.: (828) 526-2602 3g. Fax no.: 3h. Email address: highlandsbiological@gmaiI.com Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name a li b ): 4A. Selre'ei a dress: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Philip Ellis 5b. Business name (if applicable): Robinson Design Engineers 5c. Street address: 14 Church Street 5d. City, state, zip: Asheville, NC 28801 5e. Telephone no.: (828) 407-0882 5f. Fax no.: 5g. Email address: pe@robinsondesignengineers.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 7540711159 1b. Site coordinates (in decimal degrees): Latitude: 35.054939 Longitude: -83.188296 1 c. Property size: 10.5 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Lindenwood Lake (Ravenel Lake) 2b. Water Quality Classification of nearest receiving water: WS-III;TR 2c. River basin: Tennessee (06010202) 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: Lake, dam, trails, and associated facilities for recreation and educational uses 3b. List the total estimated acreage of all existing wetlands on the property: 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3d. Explain the purpose of the proposed project: Dam maintenance and new recreational structures. 3e. Describe the overall project in detail, including the type of equipment to be used: See attached narrative and exhibits. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project(including all priorphases) in thepast? ❑ Yes ❑✓ No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑Yes ❑ No ❑✓ Unknown 5b. NA If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑✓ No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 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. Wetland impact number Permanent (P) or Temporary T 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 W2 W3 W4 W5 W6 2g. Total Wetland Impacts: 2h. Comments: 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. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 39• Impact length (linear feet) S1 S2 S3 S4 S5 S6 3h. Total stream and tributary impacts 3i. Comments: Page 4 of 10 PCN Form — Version 1.4 January 2009 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 indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary T 4b. Name of waterbody (if applicable 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 P Lindenwood Lake Fill Pond 0.0320 acres 02 P Lindenwood Lake Fill Pond 0.0004 acres 03 P Lindenwood Lake Fill Pond 0.2258 acres 04 P Lindenwood Lake Fill Pond 0.0021 acres 4f. Total open water impacts 0.2603 acres 4g. Comments: o umes: 01=41 k5b Ct Ot tillapproxima e y 3 ft of fill -depth);= 130 of filiapproxima e y a ft riser NWP#42 Volumes: 03 = 29,500 cf of fill (approximately 3 ft of fill -depth); 04 = 247 cf of fill (10 piers and footings) 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 P2 5f. Total: 5g. Comments: 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. Project is in which protected basin? [] Neuse Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number- Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet B1 B2 B3 134 B5 B6 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Site has been master -planned to avoid and minimize streams and wetlands. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. See attached narrative 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 ment to in -lieu fee ram ❑ Pa program y p g ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Type: Type: Quantity: Quantity: 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: linear feet 4c. If using stream mitigation, stream temperature: 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 6 of 10 PCN Form — Version 1.4 January 2009 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 7 of 10 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 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 5 2b. Does this project require a Stormwater Management Plan? ❑ Yes✓❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Not large enough to warrant. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: NA 2e. Who will be responsible for the review of the Stormwater Management Plan? NA 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? Highlands ❑ Phase II ❑ NSW 3b. Which of the following locally-implemented stormwater management programs 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 ❑ 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 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. 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. 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. NA Page 9 of 10 PCN Form — Version 1.4 January 2009 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? 5c. If yes, indicate the USFWS Field Office you have contacted. 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? UFWS Critical Habitat Mapper 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? NOAA EFH Mapper 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? Latest Corps database: Baldwin -Coker Cottage (site ID MA0508) adjoins the property to the north & portions of the Playmore-Bowery Road Historic District (site ID MA0539) adjoins the property to the east. 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? FEMA FIRM Philip A. Ellis��q�o 3/17/2016 i%_ Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant isprovided.) Page 10 of 10 CONCEPTUAL NARRATIVE TO ACCOMPANY THE PRE -CONSTRUCTION NOTIFICATION FORM: DAM AND SITE IMPROVEMENTS AT THE HIGHLANDS BIOLOGICAL STATION Prepared for Highlands Biological Foundation Highlands, NC Prepared by Robinson Design Engineers Asheville, NC March 18, 2016 ROBINSON DESIGN ENGINEERSSM Land.Water. Ecology. Highlands Biological Station / March 18, 2016 CONCEPTUAL NARRATIVE TO ACCOMPANY THE PRE -CONSTRUCTION NOTIFICATION FORM: DAM AND SITE IMPROVEMENTS AT THE HIGHLANDS BIOLOGICAL STATION Preparer: Philip A. Ellis, Jr., MS, PE Page 2 Highlands Biological Station / March 18, 2016 1. INTRODUCTION The Highlands Biological Foundation, a non-profit organization that supports the education and research mission of the Highlands Biological Station, is proposing improvements to their site. Improvements include a new, native pollinator garden, upgrades to the northeast entrance to the Station campus, and construction of a new outdoor classroom. The pollinator garden and outdoor classroom will further the mission of the Station and the Foundation, and complement an existing botanical garden and other displays of local native ecology. The pollinator garden is intended to attract and support the ecological needs of targeted pollinators in a setting that will be enjoyed by a variety of visitors to the Station. The design of the proposed garden will encompass the northeast entrance to the Highlands Biological Station, and include shoreline and dam stabilization measures associated with the outdoor classroom. In addition to plantings designed to attract targeted pollinator species, the garden and outdoor classroom will feature educational elements, signage, and increased connectivity to existing botanical trails. This narrative explains some of the conceptual design efforts a team of consultants has undergone for the planned improvements at the Highlands Biological Station in Highlands, NC. Information contained herein is based on publicly - available data, our visits to the site, our data collection, and the conceptual site plan prepared by Kerns Land Planning and Design. 2. CONCEPTUAL DESIGN This section will describe the proposed site improvements, their impacts to waters of the United States, and and how they relate to the values provided on the Pre -Construction Notification Form (PCN). 2.1 Dam Reinforcement With the planned gardens and improvements to the northeast campus entrance, the Foundation is expecting increased pedestrian use along the dam and associated trails. With construction activities planned in the area, and the expected increase in use, the Foundation is proposing to reinforce the upstream side of the dam with structural fill. The total area of fill is identified as "01" on the attached exhibits and measures 1,395 sf or 0.0320 acres. This fill is being requested under NWP#3. 2.2 Cold Water Siphon A small riser will be installed in open water near the dam. This riser will allow the dam owners to have some control over lake levels, but its primary purpose will be as a cold water siphon. This device will take the existing primary spillway (top -water withdrawal) off-line and begin drawing water from the bottom 1/3 of the pond. This device will decrease water temperature for downstream waterbodies, thereby uplifting downstream riverine habitat. The total area of fill is identified as "02" on the attached exhibits and measures 16 sf or 0.0004 acres. This fill is being requested under NWP#3. 2.3 Outdoor Classroom An outdoor, lakeside classroom has been envisioned by the Foundation. The proposed layout incorporates existing and proposed nature trails and gardens, includes plans for native plantings, and minimizes impacts to existing waters. The total area of fill is identified as "03" on the attached exhibits and totals to 9,834 sf or 0.2258 acres. Additionally, piers have been proposed by the structural engineer. The outdoor classroom is to be positioned over -top of the pond and will require ten- 2 ft diameter piers with 3'x3'x1' footings. The total area of fill is identified as "04" on the attached exhibits and totals to 90 sf or 0.0021 acres. All of this fill associated with the outdoor classroom is being requested under NWP#42. Page 3 Highlands Biological Station / March 18, 2016 2.4 Quantifying Fill Volumes In the "Open Water Impacts" section of the PCN, we have quantified the type and quantity of impact. In the "Proposed Impacts Inventory" section (4g) we have separated these impacts into two different categories, fill associated with NWP#3 and for NWP#42: o NWP#3: 01 = 4185 cf of fill associated with structural fill to reinforce the dam; c NWP#3: 02 = 130 of fill associated with the the cold water siphon, approximately 8ft deep; c NWP#42: 03 = 29,500 cf of fill for an average depth of 3 ft; c NWP#42: 04 = 247 cf of fill for a total of 10 piers and footings. 3. AVOIDANCE AND MINIMIZATION Reducing and preventing impacts to any waterbodies is a key component to the design and layout of these improvements. This section will list all techniques & practices that have been, or are planned to avoid and minimize impacts from construction of the project. Some of these measures were taken during planning, and some will be imposed during the the construction process. 3.1 Preventing direct water contamination G Refueling construction equipment will occur at least 200 feet from all water bodies. c Storing hazardous materials, fuel, lubricating oils, or other chemicals will be done at least 200 feet from all water bodies, at an upland site. c Equipment will be inspected and maintained daily to prevent the contamination of surface waters from leaking fuels, lubricants, hydraulic fluids, or other toxic materials. c At all practical instances, the contractor will keep equipment out of the pond by operating from the banks in a fashion that minimizes disturbance to woody vegetation. c The equipment will be cleaned and checked for leaks of hydraulic fluids, cooling system liquids, and fuel before entering or crossing a waterbody. c Wet concrete will not contact the pond, and no fertilizers or pesticides will be used near a waterbody. 3.2 Protecting the lakeside boundary o Activities will be limited along the lakeside boundary to those absolutely necessary for construction. c The contractor will maintain riparian vegetation to the maximum extent possible, especially large trees. c If riparian areas are disturbed, they will be revegetated with native species as soon as possible. o Areas for stock -piling and construction staging will be located away from in the uplands. c The proposed site layout will direct inflow away from the dam to reduce maintenance concerns and and 3.3 Preventing or minimizing erosion In order to minimize the amount of soil that enters a stream during the construction of a project, the construction drawings will be specifying the following: o Installation of erosion control measures prior to ground disturbing activities, and frequent maintenance of these measures throughout the construction process. o Planting all disturbed areas with native grasses and tree species. o Planting temporary (e.g., rye, grain, wheat, millet) or permanent herbaceous material to help control erosion immediately following any ground disturbing activity (native annual small grains and herbs appropriate for the season are recommended). 3.4 Stormwater management Page 4 Highlands Biological Station / March 18, 2016 Most development creates impervious surfaces (such as roofs, roads, and parking lots), which collect pathogens, metals, sediment, and chemical pollutants and and quickly transmits them to streams, lakes and wetlands. In order to address these secondary impacts of the project, the conceptual site layout took the following approach: c The amount of impervious surface is minimized. The proposed trails and any additional parking areas will not be paved. Any proposed decking or boardwalks will be constructed with boards and slats so that rainfall runoff will not travel in the horizontal direction. c The use of low -impact -development (LID) techniques have been used while planning the site. 3.5 Protecting migratory birds The Migratory Bird Treaty Act (16 U.S.C. 703-712) prohibits the taking, killing, possession, transportation, and importation of migratory birds (including the bald eagle), their eggs, parts, and nests, except when specifically authorized by the Department of the Interior. To avoid impacts to migratory birds, the design team will be recommending the following: o Conducting a visual inspection of the pond and construction area for migratory bird nesting habitat within the project area during the migratory bird nesting season of March through September. If migratory birds are discovered nesting in the project impact area, including on the existing shoreline, impacting the nests should be avoided during the migratory bird nesting season (March through September). c If birds are discovered nesting on shoreline during years prior to the proposed construction date, measures should be developed to discourage birds from establishing nests by means that will not result in the take of the birds or eggs, or construction and demolition activities should be avoided during the nesting period. Page 5 EXHIBITS The following items are attached as addendum: • LP.01 — Overall Aerial Plan • LP.02 — Overall Conceptual Plan • LP.03 — Overall Site Plan • LP.04 — Site Enlargement • LP.05 — Site Enlargement Highlands Biological Station / March 18, 2016 Page 6 C:\Users\KL A2015-2\documents\-I jcs1yn\ternp\AcPub1ish -4476\N CS C'011-- xri&t,dwq Mor 11, 2016 — 02:t)1PV1 KLA2015— 2 SHEET: 9 OVERALL AERIAL PLAN HIGHLANDS IBIOLOGICAL STATION lands, North Carolina ROBINSON DESIGN ENGINEERS" Land.Water. Ecology. 14 Church Street Asheville, North Carolina 28801 t: 828 545 3514 www.robinsondesignengineers.com S H E E T: p 111, 2C,-6 2: �',) I M KL 1 2 /A 2 0 U" 0 er, ljk IiY Ix J Y ljk IiY Z, -1 '4- j it Z T, OVERALL CONCEPTUAL PLAN HIGHLANDS IBIOLOGICAL STATION Highlands, North Carolina ROBINSON DESIGN ENGINEERS"" Land.Water. Ecology. 14 Church Street Asheville, North Carolina 28801 t: 828 545 3514 www.robinsondesignengineers.com C: \Users\KLA201 5-2\0ccurnents'\ 5 11 --joslyr- \tem.p\AcPub1ish 4476\1HBS CDC' Exhict.dwg Mor 11, 2016 — 02:51PM KLA201,5-2 SHEET: r OVERALL SITE PLAN HIGHLANDS IBIOLOGICAL STATION llighl—d,, N -1h C—Ii— m X to z 0 U) C m ;a 0 U m z m ;a m m G) m ;U 0 U m z m z m -U IT 0 U 0 cf) m 0 0 a m z m m 9 ROBINSON DESIGN ENGINEERS" Land.Water. Ecology. 14 Church Street Asheville, North Carolina 28801 t: 828 545 3514 www.robinsondesignengineers.com E CC_ \I-1aers KLA2C)I:—2'vdoc�jmt-n-s t_jo iyri\t rn a ;, 3r„P L bii x_44 f6\tH},5 31 € xr 1.}it_5wMor 11, 2016 102:51PM KLA2015-2 \, 40 o \ mo \\ �� Do �D 3>0 -�ii� m DO D� r z m O Z \\ r m0 m� \ U) m m o - m z n \\ m z z �\ O \ m - DO Dm(/)x \ \\ my A0mm \ \\ mm m0o(n \ DZ oDi= - ♦, \ oWD Zmg� 00110 M \ No -n W * m 0z D ZZ o o�oc�,, ��, �,,,��, ;♦ (n F O Z Q �1 �W < A o 0 o N IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�A�\\� ,\, / ,,`, m r TI G) (p � A � T o = �� ��p11111111110111111111111�\Ap1 ♦` OHO ivm m 00 mZm �� T 0C �o T. m0r- ♦�, m o Cn Cn D C D - O m xw �` ♦ mo /` mp ♦` m �Z r -O m O / 0: / O '- I Ln O mm z o D ♦ OD � ♦ U) r - m r r, SHEET: I� SITE ENLARGEMENT HIGHLANDS BIOLOGICAL STATION Highlands, North Carolina ROBINSON DESIGN ENGINEERS” Land.Water. Ecology. 14 Church Street Asheville, North Carolina 28801 t: 828 545 3514 www.robinsondesignengineers.com \(,J sers\K(-A201'�� — 2 \do cu men ts\ \tcrr -1 —josl yn -ip\Ac'kjb1is.h-4476\HBS COE Exhibzt.dwt; Mar 11, 2036 2 )IPM KLA201 5— 2 —n--- -,-- .38 40 , " .. SHEET: tm, O PROGRESS PRINT - NOT FOR CONS', SITE ENLARGEMENT HIGHLANDS BIOLOGICAL STATION Highlands, North Carolina ROBINSON DESIGN ENGINEERS" Land.Water. Ecology. 14 Church Street Asheville, North Carolina 28801 t: 828 545 3514 www.robinsondesignengineers.com