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HomeMy WebLinkAbout20160335 Ver 1_401 Application_20160504 Page 1 of 12 PCN Form – Version 1.3 December 10, 2008 Version Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. 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 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: WTCC RTP Campus 2b. County: Wake 2c. Nearest municipality / town: Morrisville 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: The Trustees of W ake Technical Community College 3b. Deed Book and Page No. 014577, 01085 3c. Responsible Party (for LLC if applicable): Garion Bunn 3d. Street address: 9101 Fayetteville Road 3e. City, state, zip: Raleigh NC 27603 3f. Telephone no.: 919-866-5534 3g. Fax no.: 3h. Email address: gbunn@waketech.edu Office Use Only: Corps action ID no. _____________ DW Q project no. _______________ Form Version 1.3 Dec 10 2008 MPERI SUI � SLAG 11 (INCLUDES SFsrte W221 ryoes NOT INCLUDE OFFsnEW •mKIAPEINICIW: M sr % IAPERV101143J% Page 2 of 12 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: Consultant 4b. Name: Roy Lorenzen 4c. Business name (if applicable): Stewart, Inc. 4d. Street address: 421 Fayetteville Street 4e. City, state, zip: Raleigh, NC 27601 4f. Telephone no.: 919-866-4813 4g. Fax no.: 919-380-8752 4h. Email address: rlorenzen@stewartinc.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 3 of 12 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): 0746867151 1b. Site coordinates (in decimal degrees): Latitude: 35.4254833 Longitude: - 78.4095 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 97.32 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Unnamed tributary to Stirrup Iron Creek 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: map is available at http://h2o.enr.state.nc.us/admin/maps/ Neuse 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: Undeveloped land. The surrounding parcels are business park commercial. 3b. List the total estimated acreage of all existing wetlands on the property: 0.714 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 6033 LF. Intermittent +perennial +jurisdictional) 3d. Explain the purpose of the proposed project: Proposed college campus including buildings, parking, and roadway improvements 3e. Describe the overall project in detail, including the type of equipment to be used: There are 4 areas of buffer impact within the scope of the proposed project: (1) Impact to buffer within the property from sidewalk construction and culvert extension. The majority of this impact is within the ROW and only 15.5 sf within the property. (2) Roadway stream crossing within existing access easement to allow for circulation from northwest adjacent property. A stream spanning option was not viable due to the low road clearance. A 6’ x 6’ culvert is proposed to carry the existing stream flow. The outflow from the western pond’s primary spillway is also proposed to be conveyed via this 6’x 6’ culvert to minimize areas of buffer and stream impact. [This impact includes area on- and off-site] (3) Installation of RCP storm drainage pipe from proposed east wet detention pond to existing natural draw within buffer. The outfall is being conveyed to the existing draw that coincides with the top of bank, because the available area outside of the buffer precludes the use of a level spreader. (4) Installation of DIP sewer pipe. There is sufficient clearance below the stream to have the sewer pipe installed without impact to the stream channel. The buffer impact shown in zones 1 and 2 are due to clearing of trees within the buffer as required for the utility easement. [This impact includes area on- and off-site] Equipment used to install the stormwater and sewer pipes will be an excavator and bore and jack, respectively. Page 4 of 12 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 prior phases) in the past? Comments: By the state and by the Corps Yes No Unknown 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): Heather Smith Agency/Consultant Company: Environmental Engineering Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. (DWQ) July 3, 2007. Based on Permit Extensions Act of 2009 and 2010, this is valid until July 3, 2016. (Corps) February 24, 2016 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. 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. This permit is for phase one only; however, over the coming decades expansion to the campus is planned. Page 5 of 12 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams - tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) W1 P T Removal – WL E Non-section 10 Yes No Corps DWQ .073 W2 P T Removal – WL A Non-section 10 Yes No Corps DWQ .014 W3 P T Yes No Corps DWQ W4 P T Yes No Corps DWQ W5 P T Yes No Corps DWQ W6 P T Yes No Corps DWQ 2g. Total wetland impacts .087 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 (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P T HWY 54 culvert Stream A PER INT Corps DWQ 7 45 S2 P T HWY 54 rip rap Stream A PER INT Corps DWQ 7 20 S3 P T Road Culvert Stream A PER INT Corps DWQ 13 44 S4 P T Road rip rap Stream A PER INT Corps DWQ 13 49.3 S5 P T Parking 1 culvert Stream C PER INT Corps DWQ 3 45.2 S6 P T Parking 1 rip rap Stream C PER INT Corps DWQ 3 15 S7 P T Parking 2 culvert Stream C PER INT Corps DWQ 5 7.5 S8 P T Parking 2 rip rap Stream C PER INT Corps DWQ 5 15 S9 P T Watkins rd culvert Stream C PER Corps 3.5 43.3 Page 6 of 12 INT DWQ S10 P T Watkins rd rip rap Stream C PER INT Corps DWQ 3.5 15 3h. Total stream and tributary impacts 299.3 3i. Comments: Based on attached NCSAM assessment each stream is proposed to have varying mitigation requirements 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. 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 T O2 P T O3 P T O4 P T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then 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 Flooded west Stormwater Detain/ Treat 0 0 0 0 0 0 0.189 east Stormwater Detain/ Treat 0 0 0 0 0 0 0.387 5f. Total 0 0 0 0 0 0 0.576 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 0.189 (west); 0.387 (east) 5j. Size of pond watershed (acres): 6.540 (west) 15.613 (east) 5k. Method of construction: Heavy equipment Page 7 of 12 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Other: Catawba Randleman 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 P T HWY 54 expansion Unnamed Trib Yes No 1968 1116 B1 P T HWY 54 expansion Unnamed Trib Yes No 1968 1116 B2 P T Road Crossing Unnamed Trib Yes No 3924 2784 B2 P T Road Crossing Unnamed Trib Yes No 2774 1825 B3 P T Storm outfall Unnamed Trib Yes No 630 441 B3 P T Storm outfall Unnamed Trib Yes No 172 107 B4 P T Utility Crossing Unnamed Trib Yes No 1201 800 B4 P T Utility Crossing Unnamed Trib Yes No 1201 800 6h. Total buffer impacts 7723 5141 6i. Comments: HWY 54 expansion, Road crossing and Utility Crossing Buffer impacts include offsite impacts. Page 8 of 12 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. An open-bottom stream crossing was preferred within the existing access easement; however, due to the low elevation of the existing drive there is not sufficient clearance between the stream bed elevation and the proposed road elevation to contain both the expected stream flows and roadway profile. Designers explored possible solutions with recently-released open-bottom stream crossing proprietary products that utilize low profile materials. Site constraints did not allow this option. Therefore, a buried culvert is proposed to mimic a natural stream channel and minimize impacts from the road stream crossing construction. There will be no backwater impacts on upstream parcels, because the entire reach of the stream headwaters is contained within the site. The design of the rip rap dissipation pads at the end of each culvert has been modified to reduce impacts on the stream. Specifically, where possible (all impacts except the road crossing over Stream A where bedrock is present) the existing elevation of the stream bottom will be maintained by burying the required rip rap. This will allow for a permanent stream impact without a permanent loss of water. Therefore mitigation is not required for the specifically designed rip rap areas. See section 3e for additional supporting information b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The roadway construction will be done with hand labor and small supporting equipment. Retaining walls are proposed to reduce the buffer impact as compared to an earthen embankment. All rip rap dissipaters will be installed with manual labor. Buried storm pipe will be installed with the smallest bucket that will support the proposed pipe diameter. The sewer line will be installed with the jack-and-bore method to reduce surface erosion from digging and avoid stream impacts. Selective tree clearing will be completed with manual labor to provide clear sanitary sewer easement. See section 3e for additional supporting information 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 W aters of the State? Yes No 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: Restoration Systems, LLC 3b. Credits Purchased (attach receipt and letter) Type Warm stream Quantity: 282.6 LF Page 9 of 12 3c. Comments: Credits will be purchased once the permit has been issued. The total 417.25 LF is based on S1 having a 1:1 mitigation ratio since it received a low NCSAM score. Similarly S2 has 2:1; S3 has 2:1; S4 has 1.5: 1; and S5 has 1.5:1. 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: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. W ill the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you will have to fill out this entire form – please contact the State for more information. 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 10 of 12 PCN Form – Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: SCM achieves 90% TSS removal and discharge into buffer is coordinated with natural drainage features. Additionally the proposed development results in a reduction in peak flow for the 1-yr, 2-yr, and 10-yr storms. Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 30 % 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 in the developed area of the site will be treated by two wet pond devices acting in parallel. 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? Morrisville, NC 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW 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 11 of 12 PCN Form – Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 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 letter.) Comments: Yes No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 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 additional development, which could impact nearby downstream water quality? Yes No 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 proposed development connects two existing roads and the adjacent parcels are already developed. Future expansion within the parcel is anticipated to include Wake Tech campus future phasing, but is on a distant time horizon. 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. The project proposes to tie into the existing gravity main within the stream buffer. The sewage will be directed to North Cary Reclamation Plant (non-discharge). The facility has capacity for 12 million gallons per day. 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? Fish and Wildlife Service's Critical Habitat Portal - http://crithab.fws.gov/crithab/flex/crithabMapper.jsp? 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 Essential Fish Habitat Mapper 3.0 - http://www.habitat.noaa.gov/protection/efh/efhmapper/index.html 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? National Register of Historic Places in North Carolina 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 map 3720074600J Roy Lorenzen 05.04.2016 Applicant/Agent's Printed Name Date plicant/Agent's Si ure (Agent's signature i slid only if an authori tion letter from the applicant isprovided.) Page 12 of 12