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HomeMy WebLinkAbout20140790 Ver 1_401 Application_20140714Kimley> »Horn July 23, 2014 Mr. David L. Shaeffer US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Ms. Karen Higgins NC Division of Water Resources 401 & Buffer Permitting Unit 512 North Salisbury Street Raleigh, NC 27604 RE: Nationwide Permit 12 Application Package Rex Hospital Sewer Upgrade Project Raleigh, Wake County, North Carolina Dear Mr. Shaeffer and Ms. Higgins: On behalf of our client, Rex UNC Healthcare, Kimley -Horn is submitting the attached pre- construction notification application (PCN) for authorization under Nationwide Permit (NWP) 12 for the above referenced project, located north of Lake Boone Trail between the Rex Hospital Campus and Wycliff Road in Raleigh. Also included with this application package is a preliminary jurisdictional determination request with supporting documentation. Kimley -Horn delineated jurisdictional features within the study area on January 10, 2011. One jurisdictional perennial stream (stream SA) flows through the project area, and has been impounded near Wycliff Road to create pond PA, which is also within the project area. The site was reviewed by James Graham with the NC Division of Water Resources (DWR) on May 1, 2014, and the buffer determination documentation has been attached. Rex UNC Healthcare is working in cooperation with the City of Raleigh Public Utilities Department (CORPUD) to upgrade the existing sewer line in an existing utility easement that services Rex Hospital. The existing sewer line ranges from 8" to 10 ", and will be upgraded along the current alignment to a 10 " -15" pipe as necessary throughout the corridor. The increase in capacity will better serve the hospital and accommodate anticipated development on the campus while minimizing failures in this reach. The existing easement is 20' wide throughout the corridor, but to allow for equipment access and material storage and staging, a temporary construction easement will be obtained throughout the majority of the alignment. Permanent impacts will result from the placement of fill material within the three existing easement crossings of the jurisdictional stream feature. Due to heavy development in the watershed, the stream is severely eroded with failing banks near the existing crossing. In order to stabilize the stream channel after the completion of the project and maintain the long -term integrity of the stream and banks above the sewer line, the channel will be armored with riprap at two of the crossings. The third crossing is adjacent to a large pit where stream SA briefly daylights between two piped reaches. An existing manhole will be replaced that will impact the stream bank, and fill material will need to be placed within the boundary of the ordinary high water mark (OHWM) of SA. Due to the impact Kimley »>Horn Page 2 location, the PCN documents 18 LF of permanent stream impact along the centerline, however impacts will be limited to the edge of the OHWM in this reach, avoiding the main channel of SA. Unavoidable buffer impacts will also result from the proposed project, as stream SA is subject to Neuse River Basin Riparian Buffer Rules. Although CORPUD has historically maintained the 20' utility easement along the sewer alignment, areas of the easement may not have been maintained over the last 10 years. The existing easement, as well as additional temporary construction easement, will be cleared for construction access. All areas disturbed by the proposed activity will be re- seeded. Forested areas in Zone 1 of SA's riparian buffer will be cleared due to parallel impacts, so mitigation has been proposed at a ratio of 3:1 for these impacts. As shown on the attached plan sheets and permit drawings, there are multiple areas where the construction corridor runs parallel to stream SA, and the limits of disturbance will be within 10 feet of the top of bank. Efforts were made to increase the setback where possible to meet Condition 10 of GC 3884, however due to site constraints created by topography, adjacent sewer connections, and the proximity of the sewer line to the stream and subject pond PA, 10' was not possible at every location. For these reasons, Rex UNC Healthcare formally requests an exemption to condition 10 GC 3884 for this project. All impacts to streams and buffers previously discussed have been minimized to the extent practical. Stream crossings were located and designed within the original sewer alignment and easement, and pipe bursting installation techniques will be utilized where practical in order to minimize impacts. The following attachments are included in this submittal: • PCN Application Form • Agent Authorizations with Easement Plat • Figures • NCDWQ Stream Identification Form • USACE Stream Quality Assessment Worksheet • Mitigation Bank Statement of Availability • Plan Sheets and Permit Drawings • NCDWR 401 Application Fee of $240 If there is any additional information you need to assist in the processing of this NWP and jurisdictional determination application package, please do not hesitate to contact me at jason.hartshorn @Kimley - Horn.com or (919) 678 -4155. Sincerely, Jason Hartshorn Attachments Cc: Julie Parham, P.E., Kimley -Horn Chad Lefteris, Rex UNC Healthcare 3001 Weston Parkway, Cary, NC 27513 000 WAT�"Q' $ PAID O Y 2 0 1 4 0 7 9 0 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 1a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 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: Rex Hospital Sewer Upgrade 2b. County: Wake 2c. Nearest municipality / town: Raleigh 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state project no: n/a 3. Owner Information 3a. Name(s) on Recorded Deed: City of Raleigh Public Utilities Department (easement) 3b. Deed Book and Page No. n/a 3c. Responsible Party (for LLC if applicable): Aaron Brower "— j p "- - - —t 11/7; — 3d. Street address: PO Box 590 3e. City, state, zip: Raleigh, NC 27602 „ 3f. Telephone no.: 919 - 996 -4540 3g. Fax no.: n/a UTKF2 QJALIIY 3h. Email address: aaron.brower@raleighnc.gov " "` `"81em 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. Rex,UNC Healthcare 4b Name. Chad Lefteris 4c Business name (if applicable)- Rex Hospital 4d Street address: 4420 Lake Boone Trail 4e City, state, zip Raleigh, NC 27607 4f Telephone no 919 -784 -3390 4g Fax no. n/a 4h Email address chad leftens @rexhealth com 5. Agent/Consultant Information (if applicable) 5a Name, Jason Hartshorn 5b Business name (if applicable) Kimley -Horn and Associates, Inc 5c Street address: 3001 Weston Parkway 5d City, state, zip. Cary, NC 2751'3 5e Telephone no. 919 - 678 -4155 5f Fax no : n/a 5g Email address Cason hartshorn @kimley -horn com B. Project Information and Prior'Project,History 1. Property Identification 1a. Property identification no (tax PIN or parcel ID) n/a (linear utility easement) 1 b Site coordi -nates (in decimal degrees) Latitude 35 818371 Longitude: - 78.696515 (DD DDDDDD) ( -DD DDDDDD) 1c Property size 3.9 acres 2. SurfaceMaters 2a Name of nearest body of water (stream,, river, etc) to proposed project House Creek 2b Water Quality Classification of nearest receiving water C,NSW 2c River basin Neuse Page 2 of 11 PCN Form — Version 1 3 December 10, 2008 Version 3. Project Description 3a Describe the existing co_ nditions on the site and the general land use in the vicinity of the project at the time of this application Land use in the vicinity of the project area is urbanized development with a combination of commercial, institutional, and multi -family residential The project corridor traverses multiple small natural areas that are maintained yards and forested bottom lands between multiple roadway crossings, 3b List the total estimated'acreage of all existing wetlands on the property 0 acres 3c List the total estimated linear feeLof all existing streams (intermittent and perennial) on the property. 165 -3d Explain the purpose of the proposed project The proposed protect will upgrade the existing aging and undersized sewer hne,currently providing service to Rex, Hospital in order to accommodate anticipated increases in service demand The project will, replace the pipe along the same horizontal alignment throughout the corrdior, but the vent cal alignment will be modified in some areas to correct grade issues in the current installation 3e., Describe -the overall project in detail, including the type of equipment to be used- The proposed project,will replace the existing sewer pipe, which is comprised of various sizes along the alignment spanning from 8" to 10 ". The replacement pipe will range from 10 "`to 15" as necessary throughout the corridor. Primarily the sewer,upgrade will occur via open cut trench, however pipe bursting will be used to minimize impacts in certain sections where practical 4. Jurisdictional Determinations 4a Have'jurisdictional wetland or stream determinations,by the Corps or State been requested or obtained for this property / El Yes ®No El Unknown project (including all prior phases) in the past? Comments 4b If the Corps made the jurisdictional determination, what, type ❑ preliminary ❑ Final of determination was.made? 4c If yes, who delineated the jurisdictional areas? Agency /Consultant Company. Name (if'known) 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 ❑ 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 6. Future Project Plans 6a Is this a phased project? ❑ Yes ®No 6b If yes, explain n/a 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 ❑J Pond Construction Page 3 of 11 PCN Form — Version 1 3 December 10, 2008 Version 2 Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for el ach 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 ❑ Yes ❑ Corps ❑ 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 2h Comments. No wetland impacts will result from the proposed project 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) Impact 2 S1 ® P ❑ T Open cut trench, backfill, placement of Stream ,SA — UT ® PER ® Corps 5 51 to House Creek ❑ INT ❑ DWQ rip rap Impact 3 Open cut trench, backfll, placement of Stream SA — UT ❑ PER ® Corps 5 18 S2 ® P E] T to House Creek ❑ INT ❑ DWQ rip rap - Impact 4 Open cut trench, backfill; manhole Stream SA — UT 'M PER ®Corps 5 40 S3 ® P ❑ T replacement to House Creek � ❑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 109 31 Comments. Impacts to jurisdictional streams within the project area will result from,the placement of nprap along the stream banks and within the streambed for purposes of channel stabilization Due to,heavy development in the watershed, the stream,systems in the project area are�heavdy,eroding causing high volumes of sediment to be washed downstream To help protect the banks and the.sewer line, permanent nprap fill will be placed to armor the channel Additionally, the placed rip rap will serve to improve downstream water quality by,acting as,a,constructed riffle; oxygenating the channel and dissipating energy in a reach that has been historically impacted by severe erosion "Note Stream impactsVere numbered to match the corresponding buffer impact area, and since no stream, impacts will result at impact,zone 131 (buffer impacts only) there is no stream impact 1 Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts Ifithere 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) 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T - 04 ❑P ❑T 4L,Total,open water impacts 4g Comments No open water impacts will result from the proposed construction 5. Pond or Lake'Construction If and or lake construction proposed, then com lete 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 P1 P2 5f. Total 5g Comments No ponds or lakes will be constructed as part of the proposed project 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes, permit ID no 51. Expected pond surface area (acres) n/a 5l Size of pond watershed (acres) n/a ,5k Method of construction n/a Page 5of11 PCN,Form'- Version 1.3 December 10, 2008 Version 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 im acts,re_ uire mitigation, then you MUST fill out'Section D of this form 6a. ® Neuse [I Tar-Pamlico ❑Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number — Reason for Buffer Zone 1 impact Zone.2 impact Permanent (P) impact Stream name mitigation (square feet) (square feet) or Temporary required? T B1 ❑ P ®`T Open cut Stream SA - UT`to House, Nos 2,586'41 5,151 83 and backfill Creek ® 62 P' ®T Open cut Stream SA - UT to House El Yes 4,437 40 5,390.02 and backfill Creek ® No B2 ® P [-IT Stream SA to House 614.96 1,543.65 aOd backfill Creek Nos B3 ❑ P ® T Open cut Stream SA - UT to House 2,049.01 2,969.30 and backfill Creek ® No B4 ❑ P ® T Open cut Stream SA - UT to House ❑ Yes, 6,034.57 6,06091 and backfill Creek ®, No B4 ®P ❑ T Open cut `Stream SA - UT to House ® Yes, 2,578.82 1,070.22 and backfill Creek ❑_No 6h. Total buffer impacts 18,301 17 22,185 93 61 Comments Buffer impacts to both,Zone 1 ,and Zone 2 of jurisdictional Stream SA will occur`in the, project area as a result',of the sewer pipe replacement and the construction of a temporary construction easement The existing utility easement corridor will be utilized throughout the project area: However, along much of the corridor a temporary construction easement will also be needed for equipment access After project completion, the temporary construction easement will be re- vegetated Permanent impacts,to Zones 1 and 2 will occur due to the removal of forested buffer within the'temporary construction easement All other buffer impacts will be temporary in nature Per NCDWR Neuse River Basin riparian buffer rules, only permanent, impacts resulting from parallel impacts to Zone 1 will requirernitigation. 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 sewer line replacement will follow the same horizontal alignment as the existing structure with all construction activities, except for the temporary construction easement, occurring within th&existing utility easement The temporary construction easement is necessary for egwprrfent access =during construction, but will be revegetated after completion of the sewer upgrade installation. 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Impacts to streams and wetlands will be minimized wherever possible throughout the construction process by avoiding °stream and wetland features wherever possible Staging and construction access will be located in upland areas throughout the corridor, and silt fencing will be rnstalled'around the permitted'limits of disturbance to ensure all equipment is located within the project corridor at all times Best Management'Practices (BMP) and measures will be used'to reduce stormwater impacts to receiving waters and minimize runoff from the construction sites Page 6 of 11 PCN Form — Version 1 3 December 10, 2008 Version 2. Compensatory Mitigation for Impacts to Waters of the U.S., or Waters of the State 2a Does the project require Compensatory Mitigation for impacts-to Waters of the U S or Waters of the - State? ❑ Yes ® No 2b. If yes, mitigation is required by (check all that apply)- ❑ DWQ ❑ Corps 2c If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee program El Permittee Responsible Mitigation 3. Complete if "Using a'Mitigation Bank 3a Name of Mitigation Bank n/a 3b Credits Purchased' (attach receipt and letter) Type Quantity 3c Comments. n/a 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) wetfand 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 n/a 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) Parallel Impacts due to Utility Zone 1' line construction and 3,193 78 3 (2 for Catawba) 9,581 34 construction access Zone 2 1 15 6f Total buffer mitigation required: 9,582 6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to pnvate7mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund) Mitigation for unavoidable,parallel impacts in Zone 1 of the riparian buffer associated`with stream nS&resulting from the proposed construction will be accomplished through the purchase of 3`d party mitigation credits The Neuse Buffer Umbrella Bank will be utilized and 9,582 credits have been reserved for the proposed construction The total buffer impacts requiring mitigation are 3,193 78 square feet, and'after applying the Zone 1 multiplier for this watershed, the required 9,582 buffer credits,wdl be purchased to compensate for the unavoidable impacts. 6h Comments Mitigation has been proposed for both unavoidable parallel impacts to Zone 1 ,and for °perpendicular crossing impacts with a maintenance corridor greater than 10' in Zone 1 of the riparian, buffer associated with stream SA, a tributary to House Creek Impact areas will be stabilized and re- seeded after construction. 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 ® Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1b If yes, then, is a diffuse flow plan included? If no, explain why Comments The proposed project will replace a buried, utility line in' place, along the ® Yes ® No existing alignment, and existing drainage patterns and capacities will be maintained No new stormwater runoff will be generated Page 8 of 11 PCN Form — Version 1.3 December 10, 2008 Version 2. Stormwater Mana ement Plan 2a- What is the overall percent imperviousness of this project? < 1 % 2b Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c If this project DOES NOT require a Stormwater Management Plan, explain why The impervious area along the sanitary sewer easement is existing No new impervious area will be added as a result of the sewer upgrade. 2d If'this project DOES require a Stormwater Management Plan, then provide,a brief, ,narrative,description of the plan• n/a ® 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 Goveirnment'Stormwater Review 3a. In which local,government'sjjurisdiction is`this,prolect? Raleigh ® 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 attached? El 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) la Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes ® No use of public (federal /state) land? 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 ❑°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 n/a 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'Ripanan 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 proposed project is necessary" to accommodate an existing deficiency in the capacity of the City of Raleigh's sanitary sewer for current flows and planned future growth of the Rex Hospital campus Currently, no other development has been proposed in the area, however in order to minimize future impacts to jurisdictional features, Rex UN C, Healthcare is oversizing the sewer line sufficiently to accommodate the, potential for additional service connections 4. Sewage Disposal (DWQ Requirement) 4a, Clearly detail the ultimate treatment methodstand disposition (non - discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility The project will not generate wastewater, but will carry wastewater -flows to the City of Raleigh wastewater treatment plant Page 10 of•11 PCN Form — Version 1, 3 December 1'0, 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 Natural Heritage Program Element Occurrence Database (Updated April 2014) indicates no known occurrences within the project area or within one mile of the project area. Habitat is not present in the study area for dwarf wedgemussel, red - cockaded woodpecker, or Michaux's sumac. Land use in the project study area is mostly residential, commercial, and institutional. The corridor is historically disturbed and well maintained through mowing and chemical treatment. Therefore, the proposed project will have no effect on any federally listed threatened or endangered species. 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? The NOAA Essential Fish Habitat Mapper (reviewed July 2014) was reviewed and no essential fish habitat or habitat areas of particular concern were found within the project area. 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? The NCDENR State Historic Properties Office Map was reviewed (July 2014), and no historic resources occur within the project area. The closest historic resource (HPO Site ID: WA4044; Status: SLID) is located approximately 3,200 feet southeast from the project study area. Since the proposed project will replace an existing underground utility line in a highly developed area, the proposed project will have no effect on the historic property. B. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA- designated 100 -year floodplain? ❑ Yes ® No 8b. If yes, explain how project meets FEMA requirements: n/a 8c. What source(s) did you use to make the floodplain determination? FEMA DFIRM Panels 3720078500J and 3720079500J, both effective May 2, 2006, were reviewed. The project area is outside of any FEMA mapped flood hazard zone. 44 XZ -77 /11� Z App icant/Agent's Signature Applicant/Agent's Printed Name Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 1 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version AGENT AUTHORIZATION FORM Name: REX UNC Healthcare — Chad Lefteris Address: 4420 Lake Boone Trail, Raleigh, NC 27607 Phone: (919)784 -3390 E -Mail: chad.lefteris @rexhealht.com Project Name /Description: Rex Sewer Upgrade Project, 2810 Blue Ridge Road, Raleigh, NC 27607 Date: The Department of the Army U.S. Army Corps of Engineers, Wilmington District Field Office: Raleigh Re: Wetland Related Consulting and Permitting To Whom It May Concern: I hereby designate and authorize Kimley -Horn and Associates, Inc. to act in my /our behalf as my /our agent solely for the purpose of processing Jurisdictional Determinations, Section 404 permits /Section 401 Water Quality Certifications applications, and Neuse River Water Supply Watershed Riparian Buffer Determinations, and to furnish upon request supplemental information in support of applications, etc. from this day forward until successful completion of the permitting process or revocation by the owner. In addition, 1, the undersigned, a duly authorized owner of record of the property /properties identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. Authorized this theoC�day of nt Propert Owner's Name Propert wnc, s Signature Cc: Karen I liggins NC Division of Water Resources 401 & Buffer Permitting Unit 1650 Mail Service Center Raleigh, NC 27699 -1650 AGENT AUTHORIZATION FORM Name: City of Raleigh Public Utilities, Department Address: PO Box 590 Raleigh NC 27602 Phone: 919 =996 -4540 E -Mail: Aaron. Brower(aDraleighnc.gov Project Name /Description: Rex Sewer Upgrade Project Date: 7/15/2014 The Department of the Army U.S. Army Corps of Engineers, Wilmington District Field Office: Raleigh Re: Wetland Related Consulting and Permitting To Whom It May Concern: I hereby designate and authorize Kiml"ey -Horn and Associates, Inc. to act in my /our`behalf as my /our agent solely °for the purpose of processing Jurisdictional Determinations, Section 404 permits /Section 401 Water Quality Certifications applications, and Neuse River Water Supply Watershed Riparian Buffer Determinations, and to fLi upon request supplemental information in support of applications, etc. from this day forward until successful completion of the permitting process or revocation by the owner. In addition, I, the undersigned, a representative of the duly authorized owner of record of the easements identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the, casement herein described, for the purpose of conducting on -site investigations and issuing a deterrnination.associated with Waters of'the U.S. subject to Federal jurisdiction under Section 404 of the Clean' Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. Authorized this the day of Print Easement Owner Representative's Name Easement OWner Representative's Signature Cc: Karen Higgins NC Division of Water Resources 401 & Buffer Permitting Unit 1650 Mail Service Center Raleigh, NC 27699 -1650 1971P000351 1971 VOL13-PAGE MH- 1 1--H I I 11i M H - rD'ur[LITY CA5EMMNT AIROSS BA. FAWAX CNTEAPRL5.-�5 LN� _4ALPe4��N f. RCCGROCD /N 500K d2- MAPS /97/ V0L_=._, -A4F- SS/ NA LOVETT BUNN, 4NC. WAK-- COVA17-Y R--,*Jf.7-RY. -0 P-0-1 RALEIGH. N. C. NBC== w W.M lam MIMI,— C� r-= J� a s `gu i O C � ' J < � f I I .l f { *mil -- a.•• - -_ �, _... .�- ^'-`' - , w _ _ i00009d696TA LLJ 0 a< :N -j 0 CM rl� C5 Y 0 0 m I/ $ h If 7t y =l RM, k,M FIGURES M Project Location ay cll. oe1f OHNSTON Legend Project Study Area KimleyOHorn r o� G co N �`a9e eve Lake Boone ooa N OX �O G e <ed G /en Aden G /eh Caen Wade Avenue Feet 0 3,000 61000 Figure 1: Vicinity Map Rex Sewer Upgrade Raleigh, North Carolina Wake County July 10, 2014 dOp dIF CI } �.44 �! 11 fir, : -s �. •' � 1 itiL � L 1 t] AV r r �• I I' Legend a Project Study Area `:` *� _� 0 700 1,400 Feet Figure 2: USGS Topographic Map (Raleigh West, 1987) Rex Sewer Upgrade Kimley > >> Horn City of Raleigh, North Carolina Wake County July 10, 2014 _ w V, 1 •' I t r •• r Legend t.- Streams, Open Waters' • FI Project Area s • M�t�O LA i I v �. 300 600 i Fee Kimley)y Horn h+ ° �LL ATt tl': IF M k; I ai t s^ rt . N t. �• 1 a a 'ms n u •i W' ar' 3 , s -- Bat;# "" g \ .I i .4." Ln t sN [ ©n M N C+efiter f r M MOM i n n i NC 911 Figure 3: Site Features Map Rex Sewer Upgrade Raleigh, North Carolina Wake County July 10, 2014 `p L Legend C1 Project Study Area Kimley >>> Horn MVW-------,J= L . ,lie - 4. .: p� IN' 500 1,000 Fee Figure 4: NRCS Soil Survey (Wake County, 1970) Rex Sewer Upgrade Raleigh, North Carolina Wake County July 10, 2014 STREAM DATA FORMS North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Date: 11/15/2012 Project/Site SA Latitude 35.8189 Evaluator A Reusche, KHA County. Wake Longitude. - 78.6954 Total Points: 415 0 1 2 Stream Determination (circle one) Other Stream is at least intermittent Ephemeral Intermittent Perennial e g Quad Name Raleigh West if z 19 or perennial if 2 30 3 3� A. Geomorphology Subtotal = 27 ­AA& nt'� � ;Vlleak �yMode_iate °� tfrong, ' p „Sco�e. 1a. Continuity of channel bed and bank 0 1 2 3 3 2 Sinuosity of channel along thalweg 0 1 2 3 3� 3 In- channel structure ex riffle -pool, step -pool, �npple- ool se uence 0 1 2 3 3 4 Particle size of stream substrate 0 1 2 3 3, 5 Active /relic flood lain 0 1 2 3 2{ 6 Depositional bars or benches 0 1 2 3 _"3, 7. Recent alluvial deposits _ _0 1 2 3 1, _ 8 Headcuts 0 1 2 3 _ 31 9. Grade control 0 0 5 1 1 5 1.5 10 Natural valley 0 0 5 1 1.5 1:5, '11 Second or greater order channel No = 0 Yes = 3 3; arunciai uncnes are not rates, see aiscussions in manual B. Hydrology Subtotal = 85 12 Presence of Baseflow 0 1 2 3 1 13_ Iron oxidizing bacteria 0 1 2 3 3_ i 14 Leaf litter 15 1 05 0 1 15 Sediment on plants or debris 0 05 1 1.5 0.5' 16, Organic debris lines or piles 0 05 1 15 A 17 Soil -based evidence of high water table? No = 0 Yes = 3 T C. Biology Subtotal = 18 Fibrous,roots in streambed 3 2 1 0 53- _ 19 Rooted upland plants in streambed 3 2 1 0 3_ i 20 Macrobenthos note diversity and abundance 0 1 2 3 0 21 Aquatic Mollusks 0 1 2 3 0 22 Fish 0 05 1 1.5 0 23.. Crayfish 0 05 1 1 5 y 0_ 24 Amphibians 0 05 1 1 5 0' 25 Algae 0 05 1 1 5 0� 26. Wetland plants in streambed FACW = 0 75, OBL = 1 5, Other = 0 0 'perennial streams may also be identified using other methods See p 35 of manual Notes Stream A was flowing during the site visit No macrobenthos were observed, however, SA is obviously perennial based on the strong presence of geomorphology,and hydrology Therefore, macrobenthos are likely present. Segments of the channel are piped within the corridor USACE AID #. DWQ# Site # (indicate on attached map) STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: City Of Raleigh 2. Evaluator's name: Anna Reusche 3. Date of evaluation: 11/15/2012 4. Time of evaluation: 9.00 am 5. Name of stream: SA 6. River basin: Neuse 7. Approximate drainage area: 100 acres 8. Stream order:. Second Order 9. Length of reach evaluated: 300 feet 10. County: Wake 11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): Latitude (ex. 34.872312): 35.8189 Longitude (ex. - 77.556611): 78.6954 Method location determined (circle): E PSE✓ ropo Sheetbttho (Aerial) Photo /GIS[Jther GISather 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): SA flows into the project area from the northwest, east of Rex Hospital. SA flows southeast and borders the south of the project corridor. The stream is piped in sections within the corridor. 14. Proposed channel work (if 15. Recent weather conditions: 0.2 inches of rain in the last 48 hours. 16. Site conditions at time of visit: Cloudy with drizzling rain. 17. Identify any special waterway classifications known: nSection 10 Tidal Waters Essential Fisheries Habitat OTrout Waters 0outstanding Resource Waters 21 Nutrient Sensitive Waters IIWater Supply Watershed. (I -IV) 18. Is there a pond or lake located upstream of the evaluation point? YES If yes, estimate the water surface area: 0.07 19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES 21. Estimated watershed land use: 60 % Residential 10 % Forested 22. Bankfull width: 5 24. Channel slope down center of stream: 13FIat (0 to 2 %) 25. Channel sinuosity: Straight 00ccasional bends 30 % Commercial _% Industrial _% Agricultural _% Cleared / Logged _% Other 23. Bank height (from bed to top of bank): 3 Gentle (2 to 4 %) DModerate (4 to 10 %) E[Steep ( >10 %) ✓Frequent meander OVery sinuous Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 55 Comments: Stream A was flowing during the site visit. No macrobenthos were observed, however, likely present. Segments of the channel are piped within the corridor. Evaluator's Signature e� 1� �``° ^� Date 11/15/2012 This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919 - 876 -8441 x 26. SA STREAM QUALITY ASSESSMENT WORKSHEET * These characteristics are not assessed in coastal streams. ECOREGION POINT RANGE # CHARACTERISTICS SCORE Coastal Piedmont Mountain Presence of flow / persistent pools in stream 1 no flow or saturation = 0• strong flow = max oints 0 - 5 0-4 0 - 5 4 2 Evidence of past human alteration extensive alteration = 0• no alteration = max points) 0 -6 0 -5 o -s 1 3 Riparian zone 0-6 0-4 0-5 2 no buffer = 0• contiguous, wide buffer = max points) Evidence of nutrient or chemical discharges 4 extensive discharges = 0• no discharges = max points) 0-5 0-4 0-4 2 ,.� Groundwater discharge U, no discharge = 0• springs, seeps, wetlands etc. = max points) 0- 3 0- 4 0- 4 4 Presence of adjacent floodplain 6 no floodplain = 0• extensive floodplain = max points) 0-4 0 - 4 0-2 2 �i 7 Entrenchment / floodplain access a (deeply entrenched = 0; frequent flooding = max points) 0-5 0-4 0-2 3 Presence of adjacent wetlands no wetlands = 0; large adjacent wetlands = max points) 0-6 0 - 4 0-2 9 Channel sinuosity 0-5 0-4 0-3 4 extensive channelization = 0; natural meander = max points) Sediment input 10 (extensive deposition= 0; little or no sediment = max points) 0-5 0-4 0-4 2 Size & diversity of channel bed substrate 1 l fine homogenous = 0• large, diverse sizes = max points) NA* 0-4 0 - 5 4 Evidence of channel incision or widening 12 (deeply incised = 0; stable bed & banks = max points) 0-5 0 - 4 0-5 2 13 Presence of major bank failures 0-5 0 - 5 0-5 2 severe erosion = 0• no erosion stable banks = max points) Root depth and density on banks H 14 no visible roots = 0; dense roots throughout = max points) 0 - 3 0-4 0 - 5 2 Impact by agriculture, livestock, or timber production 15 substantial impact =0; no evidence = max points) 0-5 0 - 4 0-5 4 Presence of riffle- pool/ripple -pool complexes 16 no riffles/ripples or pools = 0• well-developed = max points) 0-3 0-5 0-6 5 17 Habitat complexity Habitat 0-6 0 - 6 0-6 6 or no habitat = 0• frequent, varied habitats = max points) Canopy coverage over streambed 18 no shading vegetation = 0; continuous canopy = max points) 0-5 0 - 5 0-5 3 Substrate embeddedness 19 (deeply embedded = 0; loose structure = max NA* 0-4 0-4 3 20 Presence of stream invertebrates (see page 4) 0-4 0 5 0- 5 0 (no evidence = 0; common numerous types = max points) - 21 Presence of amphibians O (no evidence = 0; common numerous types = max points) 0-4 0-4 0-4 0 O 22 Presence of fish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max p oints Evidence of wildlife use 23 0-6 0-5 0-5 0 no evidence = 0; abundant evidence = max points) Total Points Possible 100 100 100 TOTAL SCORE (also enter on first page) 55 * These characteristics are not assessed in coastal streams. NCDWR BUFFER DETERMINATION LETTER AM-KYWA NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor May 16, 2014 Kimley Horn and Associates Jason Hartsorn P.O. Box 33068 Raleigh, NC 27635 John E. Skvarla, III Secretary Subject: Buffer Determination Letter NBRRO# 14 -104 Wake County Determination Type: Buffer Call Isolated or EIP Call ® Neuse (15A NCAC 2B.0233) Stop@ ❑ Tar - Pamlico (15A NCAC 26 .0259) ❑ Ephemeral /Intermittent/Perennial Determination SA ❑ Isolated Wetland Determination ❑ Jordan (15A NCAC 26 .0267) throughout Project Name: Rex Sewer Location/Directions: Property is located in between Rex Hospital and Lake Boone trail Subject Stream: Ut to Crabtree Creek Determination Date: May 01, 2014 Staff: James Graham Feature/Flag Not Subject Subject Start@ Stop@ Soil Survey USGS To o SA X throughout throughout X X SB X X SC X Flag SC 1 pipe outlet X X SBA X SAC X Pond A PA X X Pond B (PB) X X NoLCarollna Admura!!ry North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone (919) 791 -4200 Internet: www.ncwaterguality.org Location: 3800 Barrett Drive Raleigh, NC 27609 Fax (919) 788 -7159 An Equal Opportunity /Affirmative Action Employer- 50% Recycled /10% Post Consumer Paper Rex Sewer Wake County May 16, 2014 Page 2 of -2 Explanation- The feature(s) listed above has or have been located on the Soil Survey of Wake County, North Carolma or the most recent copy of the USGS Topographic, map at a 1.24,000 scale Each feature that is checked "Not Subject" has been determined not to be a stream or is not present on the property Features that are checked "Subject" have been located on the property and possess characienst►cs that qualify it to be a stream There may be other streams located on your property that do not show up on the maps referenced above but, still may be considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources (DWR) This on -site determination shall expire five (5) years from the,date of this letter. Landowners or affected parties that dispute a determination made by the DWR or Delegated Local Authority may request a determination by the Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected party (including downstream and /or adjacent owners) is notified of this letter. A request for a determination by the Director shall be referred to the Director in wasting c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service Center, Raleigh, NC 27699. This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60) days. The owner /future owners should notify the Division of Water Resources (including any other Local, State, and Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries - should be directed to,the Division of Water Resources (Central Office) at (919)- 807 -6300, and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919) -554 -4884. If you have questions regardmg this determination, please feel free to contact James Graham at (919) 791 -4256 Respectfully, / �x J"�7 Danny Smith, Supervisor Water Quality Section Raleigh Regional Office cc. RRO /SWP File Copy _r- ^� e k; v wtr SA 4' SA K.: • SA SBA SAC (secondary flood flow into PB} +fir �I � t ` •. l,° ; l. •r P �� SC SA •� o "v *tile r! � : / •s Legend 1' - -�- Streams► Project Corridor ^ , *' - s IT- Open Waters; t Vie• 150 300 450 600 z 45, = Fee , " OnWa �` n is, NC 91 Figure 3: Site Features Map (Aerial 2012) iCimley : >�� i�arn Rex Sewer Upgrade Raleigh, North Carolina Wake County a 1 ,, Air7M-! wV Lol Alfo ALdM sew. • -ps - 4*- IL 0 250 500 Feet Legend Project Corridor 't Aw ENVIRONMENTAL BANC AND EXCHANGE (EBX) STATEMENT OF AVAILABILITY FOR RIPARIAN BUFFER MITIGATION CREDITS Forrest Creek Riparian Buffer Mitigation Bank Neuse Buffer Umbrella Bank Upper Neuse Buffer - Nutrient Reduction Bank Statement of Availability July 23, 2014 NC Division of Water Quality U.S. Army Corps of Engineers Ms. Katie Merritt Mr. Eric Alsmeyer 401 Oversight /Express Permitting Unit Regulator Project Manager 1650 Mail Service Center Raleigh Regulatory Field Office Raleigh, NC 27699 -1650 3331 Heritage Trade Center, Suite 105 Wake Forest, NC 27587 Re Project: Sewer Upgrade to Existing Pipe Servicing Rex Hospital This document confirms that Rex UNC Healthcare (Applicant) for the Sewer Upgrade to Existing Pipe Servicing Rex Hospital, has expressed an interest to utilize 9,582 Square Feet of Riparian Buffer Mitigation Credits from either of the EBX Neuse Riparian Buffer Umbrella Mitigation Bank (Rudolph Site and Arrington Bridge II sites) Forrest Creek Riparian Buffer Mitigation Bank, EBX Upper Neuse Riparian Buffer Umbrella Bank (Ezell, Hatley, Cedar Grove sites) all located in the Neuse HUC 03020201. As the Bank Sponsor for all sites, EBX attests to the fact that mitigation is available for transfer upon permit issuance at this time. Banker will notify applicant if the 9,582 Square Feet of-Riparian Buffer Mitigation become considered "At Risk" of not being available prior to permit issuance. Credits are not considered secured until payment in full is received from the applicant resulting in the issuance of a and Affidavit of Sale by the bank acknowledging that the applicant has fully secured credits from the bank,and the Banker has accepted full responsibility for the mitigation obligation requiring the credits /units. The Banker will issue the Affidavit of Sale within three (3) days of receipt of the Purchase Price. Banker shall provide to Applicant with a copy of the Affidavit of Sale and a documented copy of the debit of credits from the Bank Official Credit Ledger(s) showing the permit number and the resource type secured by the applicant. A copy of the Affidavit of Sale, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the proper documentation. If any questions need to be answered, please contact me at 239 - 872 -1678 Best ,R,�eigardss Matthew R. Fisher EBX 909 Capability Drive Suite 3100. Raleigh, NC 27606 PRELIMINARY JURISDICTIONAL DETERMINATION REQUEST Jurisdictional Determination Request 0 US Army Corps of Engineers Wilmington District This form is intended for use by anyone requesting a jurisdictional determination (JD) from the U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting information, as described within each category, with your request. You may submit your request to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or facsimile. A current list of county assignments by Field Office and project manager can be found on -line at: http: / /www.saw.usace.army.mil/ Missions /Regulato!yPermitProgram.aspx , by telephoning: 910 -251 -4633, or by contacting any of the field offices listed below: ASHEVILLE REGULATORY FIELD OFFICE US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801 -5006 General Number: (828) 271 -7980 Fax Number: (828) 281 -8120 RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 General Number: (919) 554 -4884 Fax Number: (919) 562 -0421 WASHINGTON REGULATORY FIELD OFFICE US Anny Corps of Engineers 2407 West Fifth Street Washington, North Carolina 27889 General Number: (910) 251 -4610 Fax Number: (252) 975 -1399 WILMINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 General Number: 910 -251 4633 Fax Number: (910) 251 -4025 Version: December 2013 Page 1 Jurisdictional Determination Request INSTRUCTIONS: All requestors must complete Parts A, B, C, D, E and F. NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a paying client or your agency, please note the specific submittal requirements in Part G. NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD requests must include the current property owner authorization for the Corps to proceed with the determination, which may include inspection of the property when necessary. This form must be signed by the current property owner to be considered a complete request. NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD requests associated with North Carolina Department of Transportation (NCDOT) projects will be conducted according to the current NCDOT/USACE protocols. NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should also request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. Version: December 2013 Page 2 Jurisdictional Determination Request A. PARCEL INFORMATION Street Address: City, State: County: Directions: See attached Figure 5 Property Parcels' PIN Table Parcel Index Number(s) (PIN): See attached Figure 5 Property Parcels' PIN Table B. REQUESTOR INFORMATION Name: Mailing Address: Telephone Number: Electronic Mail Address: Jason Hartshorn, Kimley -Horn and Associates, Inc 3001 Weston Parkway, Cary, NC 27513 919 -678 -4155 Cason hartshorn @kimley -horn com Select one: ❑ I am the current property owner. ❑✓ I am an Authorized Agent or Environmental Consultant ❑ Interested Buyer or Under Contract to Purchase ❑ Other, please explain. C. PROPERTY OWNER INFORMATION Name: City of Raleigh Pulic Utilities Department (easement) Mailing Address: P O Box 590 Raleigh, NC 27602 Telephone Number. Electronic Mail Address3: ❑ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel /Tax Record data) ' If available z Must attach completed Agent Authorization Form 3 If available Version: December 2013 Page 3 Jurisdictional Determination Request D. PROPERTY OWNER CERTIFICATION I, the undersigned, a duly authorized owner of record, of the property /properties identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the U.S. subject to Federal Jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. Property Owner (please print) Date m_ Property Owner Signature E. JURISDICTIONAL DETERMINATION TYPE Select One: I am requesting that the Corps provide a preliminary JD for the property identified herein. This request does include a delineation. I am requesting that the Corps provide a preliminary JD for the property identified herein. This request does NOT include a delineation. ❑ I am requesting that the Corps investigate the property /project area for the presence or absence of WOUS5 and provide an approved JD for the property identified herein. This request does NOT include a request for a verified delineation. I am requesting that the Corps delineate the boundaries of all WoUS on a property /project area and provide an approved JD (this may or may not include a survey plat). I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted by others) on a property /project area and provide an approved JD (may or may not include a survey plat). ° For NCDOT requests following the current NCDOT /USACE protocols, skip to Part E. 5 Waters of the United States Version: ,December 2013 Page 4 F C F6-/] Cep Jurisdictional Determination Request ALL REQUESTS Map of Property or Project Area (attached). This Map must clearly depict the boundaries of the area of evaluation. Size of Property or Project Area 3 88 acres I verify that the property (or project) boundaries have recently been surveyed and marked by a licensed land surveyor OR are otherwise clearly marked or distinguishable. JD REQUESTS FROM CONSULTANTS OR AGENCIES (1) Preliminary JD Requests: ❑— Completed and signed Preliminary Jurisdictional Determination Form6. P/ Project Coordinates: 35 818371 Latitude -78 696515 Maps (no larger than 11 x 17) with Project Boundary Overlay: Longitude RV Large and small scale maps that depict, at minimum. streets, intersections, towns Aerial Photography of the project area a USGS Topographic Map ❑✓ Soil Survey Map Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps) 6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08 -02, dated June 26, 2008 Version. December 2013 Page 5 Jurisdictional Determination Request Delineation Information (when applicable): Wetlands: ❑ Wetland Data Sheets Tributaries: ❑V USACE Assessment Forms ❑ Upland Data Sheets 0 Other Assessment Forms (when appropriate) ❑ Landscape Photos, if taken ❑ Field Sketch overlain on legible Map that includes: • All aquatic resources (for sites with multiple resources, label and identify) • Locations of wetland data points and/or tributary assessment reaches • Locations of photo stations • Approximate acreage /linear footage of aquatic resources (2) Approved JDs including Verification of a Delineation: ❑ Project Coordinates: Latitude Longitude Maps (no larger than 11 x 17) with Project Boundary Overlay: ❑ Large and small scale maps that depict, at minimum: streets, intersections, towns ❑ Aerial Photography of the project area ❑ USGS Topographic Map ❑ Soil Survey Map ❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps) 7 1987 Manual Regional Supplements and Data forms can be found at: http / /www usace army mil/ Missions/ CivilWorks/ RegulatoryProgramandPermits /reg supp aspx Wetland and Stream Assessment Methodologies can be found at: http //portal ncdenr ors /c /document library /set file ? uuid= 76f3c58b -dab8- 4960- ba43- 45b7faf06f4c &groupld =38364 and, http / /www saw usace army md/ Portals 159 /docs /regulatory /publicnotices /2013 /NCSAM Draft User Manual 130318 pdf 8 Delineation information must include, at minimum, one wetland data sheet for each wetland /community type Version: December 2013 Page 6 jurisdictional Determination Request Delineation Information (when applicable): Wetlands: ❑ Wetland Data Sheets Tributaries: ❑ USACE Assessment Forms ❑ Upland Data Sheets ❑ Other Assessment Forms (when appropriate) ❑ Landscape Photos, if taken ❑ Field Sketch overlain on legible Map that includes. • All aquatic resources (for sites with multiple resources, label and identify) • Locations of wetland data points and/or tributary assessment reaches • Locations of photo stations • Approximate acreage /linear footage of aquatic resources Supporting Jurisdictional Information (for Approved JDs only) ❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos Form(s)") ❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s), adjacency, etc. to navigable waters. 9 Delineation information must include, at minimum, one wetland data sheet for each wetland /community type Version: December 2013 Page 7 Jurisdictional Determination Request I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT Prior to final production of a Plat, the Wilmington District recommends that the Land Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for review. Due to storage limitations of our administrative records, the Corps requires that all hard - copy submittals include at least one original Plat (to scale) that is no larger than 11 "x 17" (the use of match lines for larger tracts acceptable). Additional copies of a plat, including those larger than 11 "x 17 ", may also be submitted for Corps signature as needed. The Corps also accepts electronic submittals of plats, such as those transmitted as a Portable Document Format (PDF) file. Upon verification, the Corps can electronically sign these plats and return them via e-mail to the requestor. (1) PLATS SUBMITTED FOR APPROVAL ❑ Must be sealed and signed by a licensed professional land surveyor ❑ Must be to scale (all maps must include both a graphic scale and a verbal scale) ❑ Must be legible ❑ Must include a North Arrow, Scale(s), Title, Property Information Must include a legible WoUS Delineation Table of distances and bearings /metes and bounds /GPS coordinates of all surveyed delineation points ❑ Must clearly depict surveyed property or project boundaries ❑ Must clearly identify the known surveyed point(s) used as reference (e.g. property corner, USGS monument) ❑ When wetlands are depicted: • Must include acreage (or square footage) of wetland polygons • Must identify each wetland polygon using an alphanumeric system Version: December 2013 Page 8 Jurisdictional Determination Request ❑ When tributaries are depicted: • Must include either a surveyed, approximate centerline of tributary with approximate width of tributary OR surveyed Ordinary High Water Marks (OHWM) of tributary • Must identify each tributary using an alphanumeric system • Must include linear footage of tributaries and calculated area (using approximate widths or surveyed OHWM) • Must include name of tributary (based on the most recent USGS topographic map) or, when no USGS name exists, identify as "unnamed tributary" all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to surveyed project /property boundaries ❑ Must include the location of wetland data points and/or tributary assessment reaches ❑ Must include, label accordingly, and depict acreage of all waters not currently subject to the requirements of the CWA (e.g. "isolated wetlands ", "non - jurisdictional waters "). NOTE: An approved JD must be conducted in order to make an official Corps determination that a particular waterbody or wetland is not jurisdictional. ❑ Must include and survey all existing conveyances (pipes, culverts, etc.) that transport WoUS Version: December 2013 Page 9 Jurisdictional Determination Request (2) CERTIFICATION LANGUAGE When the entire actual Jurisdictional Boundary is depicted: include the following Corps Certification language: "This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless there is a change in the law or our published regulations, the determination of Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual." Regulatory Official: Title: Date: USA CE Action ID No.: When uplands may present within a depicted Jurisdictional Boundary include the following Corps Certification language: "This certifies that this copy of this plat identifies all areas of waters of the United States regulated pursuant to Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless there is change in the law or our published regulations, this determination of Section 404 jurisdiction may be relied upon for a period not to exceed five years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual." Regulatory Official: Title: Date: USACE Action ID No.: Version: December 2013 Page 10 Jurisdictional Determination Request (3) GPS SURVEYS For Surveys prepared using a Global Positioning System (GPS), the Survey must include all of the above, as well as: ❑ be at sub -meter accuracy at each survey point. include an accuracy verification: One or more known points (property corner, monument) shall be located with the GPS and cross - referenced with the existing traditional property survey (metes and bounds). ❑ include a brief description of the GPS equipment utilized. Version: December 2013 Page 11 ATTACHMENT A PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Kimley -Horn and Associates, Inc, ATTN Jason Hartshorn on behalf of REX UNC Healthcare 3001 Weston Parkway, Cary, NC 27513 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County /parish /borough: Wake County City. Raleigh Center coordinates of site (lat/long in degree decimal format): Lat. 35 818371 °N; Long. 78 696515 °W. Universal Transverse Mercator: 17 Name of nearest waterbody: House creek Identify (estimate) amount of waters in the review area: Non - wetland waters: 165' (SA) linear feet: 5' (SA) width (ft) and /or 0 005 (PA) acres. Cowardin Class: Rivenne (SA), Lacustnne (PA) Stream Flow: Perennial (SA) Wetlands: N/A acres. Cowardin Class: N/A 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 APPLY): ❑ Office (Desk) Determination. Date: ❑ Field Determination. Date(s): THAT 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): ❑✓ Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Kimley -Horn and Associates, Inc ❑ Data sheets prepared /submitted by or on behalf of the applic nt/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 name: 1 24,000 Raleigh West 0 USDA Natural Resources Conservation Service Soil Survey. Citation: Wake County (1970) ❑ 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) QPhotographs: ❑ Aerial (Name & Date): NC oneMap orthoimagery (2012) or ❑ Other (Name & Date): ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): 2 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. 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 orother 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. 3 This preliminary JD finds that there "may be "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: 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. L_- Signature and date of Regulatory Project Manager (REQUIRED) 4 Signature and date of person requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) Estimated amount of Site Class of aquatic Latitude Longitude Cowardin Class aquatic number resource resource in review area SA 35.81883 - 78.697166 Riverine 165 linear feet non - section 10 — non -tidal PA 35.817968 - 78.694576 Lacustrine 0.005 acres non - section 10 — non -tidal AGENT AUTHORIZATION FORM Name: REX UNC Healthcare — Chad Lefteris Address: 4420 Lake Boone Trail, Raleigh, NC 27607 Phone: (919)784 -3390 E -Mail: chad.lefteris@rexhealht.com Project Name/Description: Rex Sewer Upgrade Project, 2810 Blue Ridge Road, Raleigh, NC 27607 Date: The Department of the Army U.S. Army Corps of Engineers, Wilmington District Field Office: Raleigh Re: Wetland Related Consulting and Permitting To Whom It May Concern: I hereby designate and authorize Kimley -Horn and Associates, Inc. to act in my /our behalf as my /our agent solely for the purpose of processing Jurisdictional Determinations, Section 404 permits/Section 401 Water Quality Certifications applications, and Neuse River Water Supply Watershed Riparian Buffer Determinations, and to furnish upon request supplemental information in support of applications, etc. from this day forward until successful completion of the permitting process or revocation by the owner. In addition, I, the undersigned, a duly authorized owner of record of the property /properties identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. Authorized this thZ;C day of nt Propert Owner's Name Propert w* 0s Signature Cc: Karen Higgins NC Division of Water Resources 401 & Buffer Permitting Unit 1650 Mail Service Center Raleigh, NC 27699 -1650 AGENT AUTHORIZATION FORM Name: City of Raleigh Public Utilities Department Address: PO Box 590, Raleigh, NC 27602 Phone: 919- 996 -4540 E -Mail: Aaron. Brower(cD-raleighnc.gov Project Name /Description: Rex Sewer Upgrade Project Date: 7/15/2014 The Department of the Army U.S. Army Corps of Engineers, Wilmington District Field Office: Raleigh Re: Wetland Related Consulting and Permitting To Whom It May Concern: I hereby designate and authorize Kimley -Horn and Associates, Inc. to act in my /our behalf as my /our agent'solely for the purpose of processing Jurisdictional Determinations, Section 404 permits /Section 401 Water Quality Certifications applications, and Neuse River Water Supply Watershed Riparian Buffer Determinations, and to furnish upon request supplemental information in support of applications, Etc. from this day forward until successful completion of the permitting process or revocation by the owner. In addition, I, the undersigned, a representative of the duly authorized owner of record of the easements identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the easement herein described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and /or Section 10 of the Rivers and Harbors Act of 1899. Authorized this the day of A c � Print Easement Owner Representative's Name Easement Owner Representative's Signature Cc: Karen Higgins NC Division of Water Resources 401 & Buffer Permitting Unit 1650 Mail Service Center Raleigh, NC 27699 -1650 Project Location +0 ea j� C' rP u— Legend Project Study Area Kimley »)Horn :11MILOW r m Z N ` die � Lake Boone o °a N of teed G G /eh �aeh G /en Faeh Wade Avenue Feet 0 3,000 6,000 Figure 1: Vicinity Map Rex Sewer Upgrade Raleigh, North Carolina Wake County July 10, 2014 r' 1 rte- •'q��� '' �•-�� ti, A 4) b Al e �. m 1W Or t � + 41 _�- ml ` 1 f •i � r �r } .� ■ , Legend a Project Study Area "� 0 700 1,400 Feet i t Figure 2: USGS Topographic Map (Raleigh West, 1987) Rex Sewer Upgrade Kimley > >> Horn City of Raleigh, North Carolina Wake County July 10, 2014 dl . .. •'► rr, r 3f f r a SA F ;` PB V r 9` Legend vn �-- Streams �``.�.�;� "� Open Waters !.• p �� Ry Project Area .an ,,���� / - rl "i -.�• •11i: is � i .� ' 300 600 Fee Map N► n r I f r ationandlAnalysis. NC 911. � Kimley » >Horn w Figure 3: Site Features Map Rex Sewer Upgrade Raleigh, North Carolina Wake County July 10, 2014 . U l 1 • �':; -ate. i...• -+-.. : ,� s.::. .c��ss r�r°�"` � � �a � e Legend Ir 14 UA Project Study 1 11 111 Morni"ide Dr -T �a• Q��.;3 o� V i ,�i `Roundtree.Ct LLA � f j S .. tv121iou Dr `fly Ate,'. j'', I ` �•�. f 1 o�estview Rd' ;�r �'"=t` , .Is" -'" ..•� � � IR.` I, �� � _ 1V ✓e`mbN , « • i FT CD r ,I �- r Woodlake ar � ` 9Pc r -+•��� t •,;-'� 'ate k•', �'.. .'� 1 i • 1 • • , � •At �c��G\,(` _... ~`��' r rt. (/P - rrr' iic r `h,A� • _ _ Lake Boone Trl ', ,.... • �_ s : � - _ *` ! '� ��' ` 1 a� � mss• . i � ��_ `��, r :°- a 500 1,000 Feet e r '�; °.. ms;µ,. e' � -� '��.�,"'."'• -• � ,� � '(R, - �; _' a. Legend Affected Parcels r 1 .� a� �^ . den• � � • Wake County Parcels (June 2014) 1 Project Study Area N n Ma N r me fo'r' hi I f afio nd '° I `si 911 r.I'1., • Bo rd �„ r Figure 5: Wake County Property Parcels Map Rex Sewer Upgrade Kimlv.y , �'r") Raleigh, North Carolina Wake County July 10, 2014 North Carolina Division of Water Quality - Stream Identification Form„ Version 4.11 Date 11/15/2012 Project/Site SA Latitude. 35.8189 Evaluator. A Reusche, KHA County Wake Longitude - 78.6954 Total Points: 41.5 Stream Determination (circle one) Other Streamlis at least intermittent Ephemeral Intermittent Perennial e g Quad Name Raleigh West 2- 19 or perennial if a 30 0 1 A. Geomorphology Subtotal= 27 Absent, l.,.Weak °� 'Modefate �- $trong,,5 S c — oieP, 1a Continuity of channel bed and bank 0 1 2 3 3 2 Sinuosity of channel along thalweg 0 1 2 3 3' _ 3 In- channel structure- ex. riffle -pool, step -pool, ripple- ool se uence 0 1 2 3 3 4 Particle,size of stream substrate 0 1 2 3 3" 5 Active /relic flood lain 0 1 2 3 2 6. Depositional bars or benches 0 1 2 3 a 7 Recent alluvial deposits 0 1 2 3 1 8 Headcuts 0 1 2 3 3' 9_ Grade control 0 0 5 1 1 5 1.5 10 Natural valley 0 0 5 1 1 5 1':5 11 Second or greater order channel No = 0 Yes = 3 3, artificial ditches are not rated, see discussions in manual B Hydrology Subtotal= 85 12. Presence, of Baseflow 0 1 2 3 3 13 Iron oxidizing bacteria 0 1 2_ 3 0'- a '14 Leaflltter, 15 1 05 0 '1 _ 15 'Sediment,on plants or debris 0 05 1 15 ; 0.5, 16 Organic debris lines or piles 0 0.5 1 15 Zt 7 17 Soil -based evidence of high water tables T No = 0 Yes = 3 `� l, '_ C. Biology Subtotal= 18. Fibrous roots in streambed 3 2 1 0 3 19 Rooted upland plants in streambed 3 2 1 0 3. --_ 20 , Macrobenthos note diversity and abundance 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0, _ 22, Fish 0 05 1 15 0 �_ 23 Cra yfish 0 0.5 1 15 '07 24 Amphibians 0 0.5 1 1.5 25_ Algae 0 05 1 1 5 0,- 26' Wetland plants in streambed FACW = 0 75, OBL = 1 5, Other = 0 0 'perennial streams may also be identified using other methods See p 35 of manual Notes Stream A was flowing during the site visit No macrobenthos were observed, however, SA is obviously perennial based on the strong presence of geomorphology and hydrology Therefore, macrobenthos are likely present Segments of the channel are piped within the corridor _ USACE AID# DWQ #, Site # (indicate on attached map) STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: City of Raleigh 2. Evaluator's name: Anna Reusche 3. Date of evaluation: 11/15/2012 4. Time of evaluation: 9 :00 am 5. Name of stream: SA 6. River basin: Neuse 7. Approximate drainage area: 100 acres 8. Stream order:, Second Order 9. Length of reach evaluated: 300 feet 10. County: Wake 11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): Latitude (ex. 34.872312): 35.8189 Longitude (ex. - 77.55661 1 ): - 78.6954 Method location determined (circle): ✓bl?SO✓ I'opo Shee[DXtho (Aerial) Photo /GISather GISED31ther 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): SA flows into the project area from the northwest, east of Rex Hospital. SA flows southeast and borders the south of the project corridor. The stream is piped in sections within the corridor. 14. Proposed channel work (if any): 15. Recent weather conditions: 0.2 inches of rain in the last 48 hours. 16. Site conditions at time of visit: Cloudy with drizzling rain. 17. Identify any special waterway classifications known: OSection 10 Tidal Waters Essential Fisheries Habitat ,Trout Waters 0outstanding Resource Waters 21 Nutrient Sensitive Waters Dwater Supply Watershed. (I -IV) 18. Is there a pond or lake located upstream of the evaluation point? YES If yes, estimate the water surface area: 0.07 19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES 21. Estimated watershed land use: 60 % Residential 10 % Forested 30 % Commercial _% Industrial _% Agricultural _% Cleared / Logged _% Other 22. Bankfull width: 5 23. Bank height (from bed to top of bank): 3 24. Channel slope down center of stream: OFlat (0 to 2 %) OGentle (2 to 4 %) DModerate (4 to 10 %) Osteep ( >10 %) 25. Channel sinuosity: Straight 00ccasional bends ✓Frequent meander Overy sinuous Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 55 Comments: Stream A was flowing during the site visit. No macrobenthos were observed, however, likely present. Segments of the channel are piped within the corridor. Evaluator's Signature 1� '`X"4� Date 11/15/2012 This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919 - 876 -8441 x 26. SA STREAM QUALITY ASSESSMENT WORKSHEET * These characteristics are not assessed in coastal streams. ECOREGION POINT RANGE # CHARACTERISTICS SCORE Coastal Piedmont Mountain 1 Presence of flow / persistent pools in stream 0 5 0-4 0 5 4 no flow or saturation = 0• strong flow = max points) - - Evidence of past human alteration 1 extensive alteration = 0; no alteration = max points) 0-6 0-5 0-5 3 Riparian zone 0-6 0-4 0-5 2 no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0 0 0 2 extensive discharges = 0; no discharges = max points) -5 -4 -4 Groundwater discharge 0-3 0 - 4 0-4 4 U5 no discharge = 0; springs, see s, wetlands etc. = max points) Presence of adjacent floodplain y� 6 no floodplain = 0; extensive floodplain = max points) 0-4 0 - 4 0-2 2 Entrenchment / floodplain access 0- 5 0- 4 0- 2 3 p" (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands 0-6 0-4 0-2 0 no wetlands = 0; large adjacent wetlands = max points) 9 Channel sinuosity 0-5 0-4 0-3 4 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 2 extensive deposition= 0• little or no sediment = max oints 1 1 Size & diversity of channel bed substrate NA* 0-4 0 - 5 4 fine, homogenous = 0; large, diverse sizes = max points) 1 2 Evidence of channel incision or widening 0 5 0-4 0 5 2 (deeply incised = 0; stable bed & banks = max points) - - 13 Presence of major bank failures 0-5 0 - 5 0-5 2 severe erosion = 0; no erosion, stable banks = max points) d 14 Root depth and density on banks 0-3 0 4 0-5 2 H no visible roots = 0; dense roots throughout = max points) - Impact by agriculture, livestock, or timber production 15 0-5 0 - 4 0-5 4 substantial impact =0• no evidence = max points) 16 Presence of riffle - pool/ripple -pool complexes 0-3 0-5 0-6 5 no riffles/ripples or pools = 0; well-developed = max points) 17 Habitat complexity Habitat 0-6 0 - 6 0-6 6 or no habitat = 0; frequent, varied habitats = max points) Canopy coverage over streambed 18 no shading vegetation = 0; continuous canopy = max points) 0-5 0 - 5 0-5 3 19 Substrate embeddedness NA* 0-4 0-4 3 deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0 5 0-5 0 no evidence = 0; common, numerous types = max oints - V► 21 Presence of amphibians 0-4 0-4 0-4 0 O no evidence = 0; common, numerous types = max points) O 22 Presence of fish 0 -4 0 -4 0 -4 0 no evidence = 0• common numerous types = max p oints P�-4 23 Evidence of wildlife use 0-6 0-5 0 no evidence = 0; abundant evidence = max points) 0-5 Total Points Possible 100 100 100 TOTAL SCORE (also enter on first page) 55 * These characteristics are not assessed in coastal streams.