Loading...
HomeMy WebLinkAbout20140842 Ver 1_401 Application_20140814Environmental Consultants, 8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone (919) 846 -5900 sandec com To US Army Corps of Engineers Raleigh Regulatory Field Office Attn James Lastinger 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 From Deborah Edwards Shirley Sod & Environmental Consultants, PA Re White Oak Creek Infrastructure Apex, Wake County, NC August 7, 2014 S &EC Project # 12145 P6 NC DWR, 401 & Buffer Permitting Unit Attn Karen Higgins Archdale Budding — 9th Floor 512 North Salisbury Street Raleigh, NC 27604 On behalf of the applicant, Mr Timothy Donnelly, the Director of the Town of Apex Public Works & Utilities Department, please find attached a complete application and supplemental information requesting written concurrence from the U S Army Corps of Engineers (USACE) and the N C Division of Water Resources ( NCDWR) that the activities proposed below may proceed under Nationwide Permit 12 In addition, the applicant would like to request a Jordan Lake Watershed No Practical Alternatives Determination from the NCDWR for the proposed impacts to riparian buffers Please contact me at (919) 846 -5900 if you have any questions or require additional information PROJECT SUMMARY Project Name White Oak Creek Infrastructure Project Type Utility Line Construction Owner / Applicant Town of Apex County Wake Nearest Town Apex Waterbody Name White Oak Creek Basin Neuse Index Number 1641-6-(0 7 Class WS -IV, NSW IMPACT SUMMARY Stream Impact (acres) 0 Wetland Impact (acres) 0 024 Open Water Impact (acres) 0 Total Impact to Waters of the US acres 0 024 Total Stream Impact (linear feet) 0 Total Riparian Buffer Impact (sq ft) Zone 1 4,402 Zone 2 3,482 Attachments Pre - construction Notification (PCN) Application Form Existing Conditions Agent Authorization Form Overall Site Plan NRCS Soil Survey Map Wetland Impact Exhibits USGS Topographic Map $240 DWR Application Fee Photos A o�oF w rF906 Office Use Only �� D N O 9 r 2 Li $ 4 2 Corps action &nc y DWQ protect no k Form Version 13 Dec 10 2008 Page 1 of 14 PCN Form — Version 1 3 December 10, 2008 Version Pre- Construction Notification (PCN) Form A Applicant Information 1. Processing la Type(s) of approval sought from the Corps ®Section 404 Permit El Section 10 Permit lb 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 le 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 1 h below []Yes ® No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a Name of project White Oak Creek Infrastructure 2b County Wake 2c Nearest municipality / town Apex 2d Subdivision name N/A 2e NCDOT only, T I P or state project no N/A 3. Owner Information Li5 L5 U VT La 3a Name(s) on Recorded Deed Town of Apex Public Works & Utilities Department 3b Deed Book and Page No N /A, linear municipal project 3c Responsible Party (for LLC if applicable) Timothy L Donnelly, P E, Director - 1oVVA �� n' 3d Street address 105 Upchurch Street 3e City, state, zip Apex, NC 27502 3f Telephone no 919 - 249 -3427 3g Fax no 919 - 367 -7280 3h Email address tbm donnelly0aoexnc org Page 1 of 14 PCN Form — Version 1 3 December 10, 2008 Version 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ® Other, specify Applicant is owner as listed on the Agent Authorization, please copy agent (S &EC) on all correspondence 4b Name Timothy Donnelly, P E, Director 4c Business name (if applicable) Town of Apex Public Works & Utilities Department 4d Street address 105 Upchurch Street 4e City, state, zip Apex, NC 27502 4f Telephone no 919- 249 -3427 4g Fax no 919- 367 -7280 4h Email address tim donnefiy@aaexnc or9 5. Agent/Consultant Information (if applicable) 5a Name Deborah Edwards Shirley 5b Business name (if applicable) Soil & Environmental Consultants, PA 5c Street address 8412 Falls of Neuse Road 5d City, state, zip Raleigh, NC 27615 5e Telephone no 919- 846 -5900 5f Fax no 919 - 846 -9467 5g Email address DSh►rley @SandEC com Page 2 of 14 B. Project Information and Prior Project History 1. Property Identification 1a Property identification no (tax PIN or parcel ID) N/A -linear utility project lb Site coordinates (in decimal degrees) IMPACT LOCATION Latitude 35 7601 Longitude - 78 9200 (DD DDDDDD) ( -DD DDDDDD) 1c Property size N/A 2 Surface Waters 2a Name of nearest body of water (stream, river, etc ) to White Oak Creek proposed project 2b Water Quality Classification of nearest receiving water WS -IV, NSW, 16- 41 -6 -(0 7) 2c River basin Cape Fear River 3 Project Description 3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application The corridor for the proposed infrastructure varies from being a bottomland hardwood forested to a grass nght -of -way, with intermittent driveway crossings and utility easements An existing conditions map has been provided for detail, please see Existing Conditions sheet 1 The land use in the vicinity consists of rural residential with the Amencan Tobacco Trail to the north, US Army Corps of Engineers (USA CE) property at White Oak Creek and the Apex/Cary Water Treatment Plant to the south 3b List the total estimated acreage of all existing wetlands on the property The wetland & stream delineation consisted of evaluating a corridor 50' beyond the edge of pavement from the north side of the USA CE property down to the Apex/Cary Water Treatment Plant, on the east side of Wimberly Road The construction corridor was then determined The onlyjurnsdictional wetlands that are present are identified and shown on the existing conditions maps and are within the easement on the USA CE property There is a total estimated acreage of 0 024 acres of wetlands within the project boundaries 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property The wetland & stream delineation consisted of evaluating a corridor 50' beyond the edge of pavement from the north side of the USA CE property down to the Apex/Cary Water Treatment Plant, on the east side of Wimberly Road The construction corridor was then determined The onlyjunsdictional stream that is present is White Oak Creek and shown on the existing conditions maps and is within the easement on the USA CE property 3d Explain the purpose of the proposed project The purpose of this project is to provide a regional pump station, sanitary sewer and water to the White Oak Creek drainage basin 3e Describe the overall project in detail, including the type of equipment to be used The proposed regional infrastructure will consist of the White Oak Creek Sewage Pump Station, a 16 -inch force main and 12 -inch water potable water line that will connect south of the Apex/Cary Water Treatment Plant along Wimberly Road In addition, there is a proposed 18 -inch gravity sewer line and a 12 -inch potable water line crossing the USA CE property to the north, terminating on the north side of an existing 50' Colonial Pipeline Gas Easement The easement(s) through the USA CE property will overlap in order to minimize construction impacts through the USA CE property, both the sanitary sewer and water line will utilize the bore & hack construction method when crossing White Oak Creek From the pump station south, the easement for the force main and water line will be 20' and will be utilizing the existing Right -of -Way Equipment associated with the Bore & Jack construction method and excavation will be used Page 3 of 14 PCN Form — Version 1 3 December 10, 2008 Version Project Information and Prior Project History 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ® Yes ❑ No ❑ 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 Soil & Environmental Name (if known) Steven Ball Consultants, PA Other 4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation USACE -a site visit with James Lastmger was conducted on February 18, 2014 to venfyjunsdictional wetlands and streams A Division of Water Resources site meeting was not conducted, the applicant is not contesting the Jordan Watershed buffers on White Oak Creek 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 Page 4 of 14 C. Proposed Impacts Inventory 1. Impacts Summary 1a Which sections were completed below for your project (check all that apply) ® Wetlands ❑ Streams - tributaries ® Buffers ❑ Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted 2a 2b 2c 2d 2e 2f Welland 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 Utilities- W1 ®P ❑ T Conversion- Permanent Bottomland ® Yes ® Corps 0 003 Maintenance Hardwood Forest [:1 No E] DWQ Corridor W2 ❑ P ®T Utilities- Construction Bottomland ® Yes ® Corps 0 010 Corridor Hardwood Forest ❑ No El DWQ W3 ❑ P [E T Uhhhes Construction Bottomland ® Yes ® Corps 0 002 Corridor Hardwood Forest E] No El DWQ W4 ❑ P ® T Utilities- Construction Bottomland ® Yes ® Corps 0 009 Corridor Hardwood Forest El No E] DWQ _ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g Total wetland impacts 0 024 2h Comments All temporary impacts will be returned to the original contours and wetland areas will be planted with native wetland species 3 Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted 3a 3b 3c 3d 3e 3f 3g Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non -404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ❑ P [:IT ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts 0 31 Comments Stream impacts will be avoided by utilizing the Bore and Jack construction method Page 5 of 14 PCN Form — Version 1 3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U S then indiv ually list all open water impacts below 4a Open water impact number— Permanent (P) or Temporary T 4b Name of waterbody (if applicable) 4c Type of impact 4d Waterbody type 4e Area of impact (acres) #1 ❑P ❑T #2 ❑ PEI T 03 ❑ PE] T 04 ❑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 P1 P2 5f Total 5g Comments 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes, permit ID no 51 Expected pond surface area (acres) 5j Size of pond watershed (acres) 5k Method of construction Page 6 of 14 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts below If any impacts require mitigation, then you MUST fill out Section D of this form 6a. ❑ Neuse ❑ Tar - Pamlico ® Other Jordan 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) or impact Stream name mitigation (square feet) (square feet) Temporary T required? Utilities - B1 ❑ P ®T Sanitary Sewer and Water line White Oak Creek ® Nos 4,402 3,482 Construction B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑P El Yes ❑ No 6h Total buffer impacts 4,402 3,482 61 Comments Please note that the disturbance for the construction is for two (2) separate utilities (i a sanitary sewer and water line) crossing White Oak Creek In order to minimize riparian buffer impacts, this construction easement has been combined for both utilities In addition, the Town of Apex has agreed to a 10' wide permanently maintained easement for each of the utilities, again minimizing future impacts to the riparian buffer Page 7 of 14 D. Impact Justification and Mitigation 1 Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project S &EC completed a wetland, stream and riparian buffer delineation for the proposed infrastructure project so that the project engineers could design a plan to minimize impacts to the natural resources to the maximum extent practicable This delineation Included evaluating the parcels of land directly south of the USACE property on the east and west side of Wimberly Road for the proposed pump station In addition, this delineation consisted of evaluating a corridor 50' beyond the edge of pavement starting from the USACE property along the east and west side of Wimberly Road and south to the Apex/Cary Water Treatment Plant S &EC also evaluated an additional route through the USACE property which followed the Colonial Pipeline Gas Easement The proposed infrastructure project, which consists of a pump station, a gravity sanitary sewer and water line crossing White Oak Creek and a force main and water line going south along Wimberly Road will result in one impact area (see sheets Exhibit 1 -3) on USACE property This proposed Impact area consists of permanent and temporary impacts to jurisdictional wetlands and riparian buffers associated with construction clearing, excavation and the pits required for a Bore and Jack construction method All Impacts to White Oak Creek will be avoided by utilizing the Bore and Jack method It's important to note that the construction easement through the USACE property includes two different utilities and varies in width in order to minimize impacts to wetlands and riparian buffers Its also important to note that Town of Apex has agreed to a 10' wide permanent maintenance corridor for each utility (I a sanitary sewer & water line) through the USACE property, therefore permanent (I a conversion of wetlands from forested to herbaceous) impacts and future riparian buffer clearing for this project have been minimized to the maximum extent practicable In summary, the total proposed impacts for this project are 0 024 acres of wetlands, 4,402 ft' of Zone 1 and 3,482 ft2 of Zone 2 Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 12 With respect to utility line activities (NWP 12- Regional Conditions section 4 0), the applicant is proposing the Bore & Jack method to minimize impacts to streams and wetlands, any temporary discharges into wetlands during construction activities will be kept to minimum period of time and will be contained with appropriate erosion control methods, construction corridor proposed to be 45 'wide because sanitary sewer and water line both to be constructed at the same time within the same easement, utilities are not crossing the AIWW, the utilities are not aerial communication lines, the cleared wetlands within the construction corridor will be re- vegetated with native species and the permanently maintained corridor has been minimized to 10' wide with impacts less than 0 10 acres so mitigation has not been proposed, use of riprap will not be necessary and construction area will be monitored for hydraulic fracturing/fracking 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Bore and Jack installation of the sewer line and the water line is being utilized to avoid impacts to White Oak Creek Sediment and Erosion Control methods will be employed and enforced during construction and removed once the project is completed Following construction, grade will be returned to the original contours and planted with native wetland species The Town will maintain only a 10' maintenance corridor over the sewer and water lines 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State ❑ Yes ® No All proposed permanently converted wetland Impacts are less than 0 10 acres (I e 0 003 acres), therefore the applicant is not proposing compensatory mitigation In the 2a Does the project require Compensatory Mitigation for form of a payment However, the applicant is mitigating by impacts to Waters of the U S or Waters of the State? avoiding Impacts to White Oak Creek and minimizing total wetland impacts by utilizing the Bore and Jack construction method In addition, post - construction the grade will be returned to the original contours and the wetland areas will be planted with native wetland species 2b If yes, mitigation is required by (check all that apply) ❑ DWQ ❑ Corps Page 8 of 14 PCN Form — Version 1 3 December 10, 2008 Version 2c If yes, which mitigation option will be used for this projects ❑ Mitigation bank El Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank 3a Name of Mitigation Bank 3b Credits Purchased (attach receipt and letter) Type Quantity 3c Comments 4. Complete if Making a Payment to In -lieu Fee Program 4a Approval letter from in -lieu fee program is attached ❑ Yes 4b Stream mitigation requested 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 - npanan 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 Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required. 6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund) 6h Comments Please note that the disturbance for the construction is for two (2) separate utilities (i a sanitary sewer and water line) crossing White Oak Creek In order to minimize riparian buffer impacts, this construction easement has been combined for both utilities In addition, the Town of Apex has agreed to a 10' wide permanently maintained easement for each of the utilities, again minimizing future impacts to the npanan buffer Page 9 of 14 E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan la Does the project include or is it adjacent to protected riparian buffers identified within ® Yes ❑ No one of the NC Riparian Buffer Protection Rules? 1 b If yes, then is a diffuse flow plan included? If no, explain why Comments This proposed project will not result in concentrated stormwater or ❑ Yes ® No additional imperviousness 2. Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 0% 2b Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c If this project DOES NOT require a Stormwater Management Plan, explain why This proposed project is requesting the use of a Nationwide Permit 12 and General Water Quality Certification 3884, Stormwater Management is not a conditional requirement of this General Certification 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 Government Stormwater Review 3a In which local government's jurisdiction is this project? ❑ Phase II 3b Which of the following locally - implemented stormwater management programs apply ❑ NSW ❑ USMP (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No 4. DWQ Stormwater Program Review ❑ Coastal counties ❑ HOW 4a Which of the following state - implemented stormwater management programs apply ❑ ORW (check all that apply) ❑ Session Law 2006 -246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been 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 10 of 14 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? lb If you answered "yes" to the above, does the project require preparation of an ❑ Yes ® No' environmental document pursuant to the requirements of the National or State A portion of the project will be (North Carolina) Environmental Policy Act (NEPA/SEPA)? constructed on USA CE land The area of wetland disturbance, the size and length of the water line, sewer line, and pump station all fall under the minimum catena thresholds that require NEPA/SEPA review The USACE property office is reviewing whether NEPA/SEPA for the land use permit for federal land will be required 1c If you answered "yes" to the above, has the document review been finalized by the ❑ Yes ❑ No State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter) Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated ❑ Yes ® No Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after - the -fact permit application? ❑ Yes ® No 2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(g) 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 We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs "document prepared by the NC Division of Water Quality on April 10, 2004, version 2 1 The draft states that other publically funded projects" mayor may not result in cumulative impacts The proposed White Oak Creek Infrastructure project may result in future cumulative impacts however the Town of Apex has addressed these potential secondary and cumulative impacts within their "Secondary and Cumulative Impacts Master Mitigation Plan" and Biennial Reports found on the Town of Apex SCI Master Mitigation Plan website http lAvww apexnc org/services/public- works/environmental- programs- diws►on /sci- master - mitigation -plan In addition to this plan and report, it is important to note that the project is located within Town of Apex, therefore any proposed adjacent properties that have potential for development would have the following regulations to protect downstream waters and water quality 1) the Water Supply, Watershed Protection Program which limits development densities as well as requires protective riparian buffers, 2) the Jordan Watershed Basin Riparian Buffer Protection regulations, these regulations require limited development within the riparian buffers, `diffuse flow" of any concentrated stormwater which could require Best Management Practices to control nitrogen and phosphorus if diffuse flow cannot be achieved, and finally 3) the Phase 11 NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post - construction stormwater management requirements We anticipate that the DWR will advise us if any additional information is necessary Page 11 of 14 PCN Form —Version 1 3 December 10, 2008 Version 4. Sewage Disposal (DWO 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 This overall project is a proposed pump station, a sanitary sewer going north and a force main going south All wastewater from these new lines will ultimately connect to the Towns treatments facility 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? 5c If yes, indicate the USFWS Field Office you have contacted ❑ Raleigh ❑ Asheville Page 12 of 14 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? S &EC performed a records search of all federally protected Endangered and Threatened species documented by the North Carolina Natural Heritage Program (NHP) within a 2 -mile radius of the evaluated area, all federally protected aquatic species documented within the projects 14-digit HUC, and all federally protected species documented by the US Fish & Wildlife Service (USFWS) to occur in Wake County, NC No occurrences of federally protected species are documented within the project site, no federally protected aquatic species are documented by NH to occur in the project's HUC, and no federally protected species are documented by NHP to occur within 2 miles of the evaluated area In addition, a preliminary evaluation of potentially suitable habitat for federally protected species was performed by reviewing available mapping including 2013 USGS quadrangles and 2013 aerial imagery The preliminary review showed that potentially suitable habitat for Michaux's Sumac A target species survey for Michaux's Sumac and an on -site assessment of potentially suitable habitat for federally protected species was performed by S &EC on June 10, 2014 Transects along the transition area between managed herbaceous roadside and forested areas were walked in search of Michaux's Sumac, and no specimens wer found Several specimens of Winged Sumac (Rhus copallinum) were observed within the transitional area between managed/herbaceous roadside and planted pine forest No suitable habitat for any other federally protected species was located within the evaluated area [NHP] North Carolina Natural Heritage Program 2014 Biotics Database Department of Environment and Natural Resources, Raleigh, North Carolina [USFWS] US Fish & Wildlife Service Online Search [June 09, 2014] U S Fish & Wildlife Service Critical Habitat Portal, Available at http //cnticalhabitat fws oov /cnthab/ [USFWS] US Fish & Wildlife Service Online Search [June 09, 2014] U S Fish & Wildlife Service Endangered Species, Threatened Species, Federal Species of Concern, and Candidate Species, Wake County, NC, Available at http //www fws gov /raleigh/species/cntylist/wake html 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? Project located in Wake County This project is not located near any designated Essential Fish Habitat areas 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a Will this project occur in or near an area that the state, federal or tribal ❑ Yes ® No governments have designated as having historic or cultural preservation status (e g , National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b What data sources did you use to determine whether your site would impact historic or archeological resources? A review of online records maintained by the North Carolina State Historic Preservation Office (SHPO) was conducted in June 2014 No historic structures are documented by SHPO within the evaluated area and during the site visit on June 10, 2014, no structures or ruins were observed within the evaluated area In addition, a preliminary request for comment regarding potential archaeological or cultural resources within the evaluated area was submitted electronically to the State Office of Archaeology (OSA) Comments received indicated that the area had not previously been surveyed, however, the evaluated area is not likely to contain any archaeological sites that would be eligible for the National Register due to previous disturbance from the construction of Wimberly road (SHPO] North Carolina State Historic Preservation Office Online Database Search [June 10, 2014] Department of Cultural Resources, Raleigh, NC Available at http //gis ncdcr gov/hpoweb Page 13 of 14 8 Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA - designated 100 -year floodplam? ® 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? According to the project engineer, White Oak Creek has a designated flood plain There will be no change of grade in the floodway from the construction of the water and sewer lines Manhole tops will be installed 2 foot above the 100 year flood elevation The pump station site is outside the USA CE property and will be constructed outside the floodway The pump station site will be constructed a minimum of 2 foot above the 100 year flood elevation d/A A- A L August 7, Applicant/Agent's Sigh1ture le Deborah E. Shirley 2014 Applicant/Agent's Printed Name (Agent's signature is valid only if an authorization letter from applicant Date is provided ) Page 14 of 14 Soil & Environmental Consultants, FA 8412 Falls of Neuse Road, Smote 104, Raleigh, NC 27615 • Phone: (919k) 846 -5900 • Pax. (919) 846 -9467 sander com AGENT AUTHORIZATION FORM All Blanks To Be Filled In By The Current Landowner or Municipal Official Name: i oc,3 J Olr 24 key Address: If Phone- Z t `'6 — o/ 4"-f " Z Project Name/ Description: White Oak Creek Pump Station and Infrastructure S &EC Project # 12145 Date i r I r ' 1j it V-1 A k ti % � J� _ I,, l r, J 12.3 � ��.:� 4J�� � � .t li',��. , =� ��� � ( �- --�,.. tt (L k U r L IN L IN IN Frojla Nmb- 72.3.Wl Map Title: Figure I -U5G5 F'I.j.a M,.,-: 5B Quad Map Soil & Environmental Consultants, PA 1100 R� p FA Rd - P41116gh NC 27614 I' = 2000' White Oak Re tonal Pump Source: Wake County, NC Web Pap `''"' SW&C =i 3/15/1 1 Green Level Quad I 7)w rid �� A A j , k AF� At . ; -790 va rvior ,� tom'. . t it v A ww"M Lo ?Nk Now M Froj.d N-0— 72G3.Wl Map Title: ficjurc 2-NRC5 513 5od 5urvey map S& Soil& Environmental Consultants, PA I 101D R� FbO Rd - Rftgh 4C 27614 I'= 1320' White Oak Regonal Pump (91q)"sw-(q1q)$46-w7 N jaw* f` t t -Ad 94 dew _ N jaw* f` t t PROPOSED GRAVITY SEWER ___--INSTALLED BY BORE & JACK x , PROPOSED WATER LINE INSTALLED BY BORE & JACK FORESTED WETLAND AREA-/ �i �. AL �,�\ <,� 428 SO. 'FT. /0.010 AG. At At Ak _ AL ,� TEMPORARY IMPACT AL A& AL ,& A& RECEIVING- PIT M A -3 AL AL 'AL i L s& A& 'FORESTED WETLAND AREA` \�•\ ' b,—AW— AL 1 A' JL A' 64 SO. FT. /0.002 AC. ' i0c � A, '& A, A TEMPORARY IMPACT AL —FORESTED WETLAND AREA \ \� I. �k A, A, A, �& L �& FORESTED 4 118 SO. FT. .003 AC. \ �� \. ,. A, 3& a& A, AL A, WETLAND AL PERMANENT IMPACT AL 10' MAINTAINED CORRIDORS / \ PROPOSED WATER LINE A- A- PERMANENT ALA, °, A, � � °, A, // i �' ��� y���' ` \ \\ \ �♦ TY AL UTILI ,� ,4 ,& /PROPOSED GRAVITY SEWER \\ \ ♦ A, EASEMENT A, A, � A, AL A, A, I 109 MAINTAINED CORRIDOR` / \ , o FORESTED WETLAND AREA \ \ \ 403 SO. FT./O.009 AC. - \ \ \ \ \ \\ TEMPORARY IMPACT LEGEND WETLANDS — PERMANENT WETLAND IMPACTS — TEMPORARY WETLAND IMPACTS — GRAPHIC SCALE 50 0 25 50 100 1 inch­ 50 ft — 118 SF (0 003 AC) - — 895 SF (0 021 AC) WHITE OAK WET PACTS W TI ERB �R�VEI PUMP STATION `As ns I—. N»rml^II EXHIBIT I" PROPOSED GRAVITY SEWER, op PROPOSED WATER LINE BORE PIT \ ' \ . �.N 1 1\ o� �� EX. TOP OF BANK 0 F'Q ` \ •�`�'�'• �` �� PROPOSED GRAVITY SEWER !. \\ ` }.p \ \ ` �� ��- ' •;� • W / I INSTALLED BY BORE & JACK/ PROPOSED WATER LINE ��, / \�\ \ -�•r/ x / I, /1 INSTALLED BY BORE & JACK ' o: 240f�AL ' c 1 �\ H i� ' L� ^ v �L� ice•' ,e � A-4;0�� JAA A& RECEIVING PIT s. �MH A - A, ,4 aL ,I. '/ 40' MAINTAINED CORRIDOR` u AL Allk PERMANENT \ \ / �% XI v� / ; i ► �\ \ UTILITY \ \ i r� 64 \ c J ®EASEMENT \ \ LEGEND ZONE 1 IMPACTS 0 4.402 SF (0.101 AC) ZONE 2 IMPACTS 3.482 SF (0.080 AC) GRAPHIC SCALE 50 0 25 50 100 1 Inch — 50 ft WHITE OAK STREAM BUFFER IMPACTS WITHERS RAVENEL PUMP STATION EXHIBIT 2 IROIRIEIS I oGMEERS 1 SURVEYORS Apex Wake County North Carolina isw'aa..om. cn wrtt.Aiw msi etnarwro �ns•uaom ...»..ice Ld / � It _ ° � w c6 � � o. o s � E - __1 I j I " , I'll, ,­ ­ � , ,,,,� , \ \ � " --, - �, , / ) ! 1 11 � I " , � \ \ \ \ ` " . V \1 , . N , 11 � - , __1 � ! 11 � ; I � \ , \ I 1\��,�\,_ __ �,�X,,, , ,� __ � i I � � � i \1 "I I '. I - ­� _� _. ��` ___�, ) L � 1 i I I I I � / / / — �/ I i � �V�i. , \ ,I , � It t� \ \ \ �- " , , , ��_- �� � / / / / / ///I- , i 1 L � 'L �� "\', \, \ \ �e, � � %', \, � I ,\���, *,��\, � � ( /- �, __ "I I � � \ � � � \\ \\��`�\ \ ­-, ,� \ __ , ) i , ) 1 I l �-" � \ , - \\ � � i� �l �, (", -,�, --__ - , I i 'L ��_\_ -1, �, \11 ___\ � /) �� \ ,\ \� � �� � I 1 1 ", � � / ; / - - / � :, I , / I/ I I \ I I , ! 11 , I -:< 1 1 � ­\ ') \, \" � � � , i , j I I f-, z / , / ,/ /I � , / / / / ,/ 11 I Z, I , / .� , ,( ; I , I I / .,�� " � � � I / ) / � / ,/ - - � ,\ � / I F ! / i I / , , �� �� �== - � / , , , , ; �*_ , , — , ----`,;--a.'i-----�. . , /Z_ — '�14�.;..� �_ __ _� // J/ "I", 1 1,60, t .. _;_,. � - \'�� �k\ 4 @-.___;-1.%-.____6 ,: - \�� ,�\--,,�-,�� - - I.:.".....:Zl.�..t:.�.:.-.::����7-", .�-...�:-.. - , / ) I / I i 1 / , I �'!' �:, 1z // /j/ ` / �� , I / 11 ��", -�­'��,E�___ / ' _- / / ) Z / ,_ -\- _\ ­C� ,:� -_ � - I \ \\1 , I � I I - / �\\ \ -, �, ,��7\ �, / / / / � / / / / ) , ) ,� I I ) / I ,�,, 1 /I I / �/ . I/ z 11 / / . 6 1z I : / I - �� :�,, - - - , " -_ - Nq,5,-. ­\ \ " // / I \ --- ,\\\ - --- �) I � � / / / / / / / / / / / � / , i i: N / i " / I / // I , , / \ f) I I \ \ 11 - - T I ��� ,- '-� — , '/ ' // / // ' '' // ' 11 / / / ) � , I �� I>, �, � / I ' / // / / / ' / \ . / 11 __''/// / . / / . — I ( � / / ~ ~' ^-i ~' � , / � / ___-____/ '� / '' -~ . ' ___-_________-__ /y/ '' /�. '� ~'' ~ ^ , - ______ // / ./~ ' ~' �-',- - � _ f / ~ ,/' ^- ' / ' / ~ / '� - ' / / / � / / / / / ,/ / � ' / / / / / / / / / / ' / / / / / .\��`` \\�` \�� `` .\��`� � \.` ' ���'`�`````�` ```.````````` ```-`````` "'�I - - - , "I" *\"\\" \ \ \ \ � , \\\\\I \ ��_. / I � , " " \ 11\ \ \ \ \ /, / �// � I �� I \\ \ \ �, - __� - - - - - - - - - - -��-_��_-_-_' �_ ^~ "I kI/ . // \I \ \ *.\ \ \ 0"' -1 '*�\ / / \ \ \ \-, \ I \ \ " " - 1-1 \ \ \\� \ - �\_\ , 111� z /y/ " .// \ \ \ \ -,, \ . \ N \ ,0, ,-' z //,\ \ \ \\ \ \ \ _,�\ \ \ , / , \ ,,,- �, � 1-11 _____ . ��11 I . \ I \ \ .. \ I -, \ / / , ,,,� �, � , 1, �x �� � \ �� ^�./ // � � ` \ �' �� `^ -~ �^ `� .'�� / �� �~ '' /' '`��� \ \ . '' / \ `. '~~�� � = `~' ``�- � / / / ~^ . - 11 9- , (,-, ,\ fz_�Z�� \ \ \ \ t\ *\ I I/ __ �N�_ _,�­_,� -,,..­,.�.:�z -, . \, *'V / _­1 - - __ - - �"n �-_ , ; - �,__ -2 * __11,. \ \ --->----- _., Z_ ,�, /ZX / >\ ____ - ��z *­�... ,, - - / 0 / I / / / -_ __77 - _---7��-�- ,\ ... <>0 ,�,/ �, \ � A I ) CN /, %,Slp / - -, , / / / -- //// \//// / e r I /// � .:,.. _�, '�'_ � - � j I / / // I 11 / \ � j /I / / / N / \� -_ - /"I— \\\ \ ­""."`*' - __: . , </ / /�/ "/ I - - ­.�­. .,:�"/ , / / I >,? \ X\ _� .w,l� - / � / ! " I - ­ \ \ - / 7 \ , -,f.,--..-_:.._�.-.-- ;:i. /��' \ \ _11�', \ \ ,-.�'-.-.-'i-'�'--.-.-,-.::--,.--�-�, / F \ \ \ \� \\` -- -- / / \ ,,�� 1� \ , � /�' ��T , ": " * �' i \ I \ \ -,,, �N__,\ \ � I -�_ T" �-,,.--7, , , 1 1 \ ,\/A/'\ � / /I / /' / IV " ,,, � _:-, _� , I," 1 ­7--4 " - -.,- -_ ) / -_ ` � \,\\\,\ �� C'4 , 1\ � , � � - ­i�'.i:`��!?',`, / / ,- 44.1 _� --_ , \ , � 1 , \ \ \ \\\\ i 1, '.. ._ .,� — __ — df99 — — I \11\ \ , , \ \ , \ � � 'l, . \ , \ , " �W.., ____ -_ — �� � �� \ \ � \ \ \ I I / ,�� __`,_-� " �,�__" �,_, -- - \ \ ,'� � � I \\1 , A \ \ , , �� \, 1,'� �l � � \ \ � � _!!Sv . ^* . . \ ` \ . \ - _\ , ,� \ \ \\ \ \ � \ ,X \ \ 1 �� \ - , \ \ \ \\ W�\ \ 0\ \ \ - , _\ \\ ,_0 \ -_, \\ \ \ -\ \\ – , \ _\- �k \\ ­\ \\ - _ \ \ \, ' \ \ \ ,\ �\ -\ � \ I \ \ \ - \ \ , ­ , � _ � , , � - _ _, .- / ) 1� I "" " 11 . / / / 1-1 __1 1-1 \ X \ \ \ . \ x � �� � I ` I � I , : l , % / � ) Q � , � : � , O � \ ­ I 1 t : , � \ " N , ) I , . \ . , , � , \ / , I I , \ , \ � , / , , 2 I , � /; � I I i I , ; � � � " I I . �. , / / -�: 1. 1 I : , : ! . I , � f I . \ \ - , \ - 1 -� � �" .:. . - -..-*..I-`tI / . " : �. I .� �" . : ,*,:/ "t : . , ) �1,'', � / -, , , / . \ I I �, , , , \ � / I ' '..%t_ i :: , -_: 1._'/ �,., _ _ �, � .', : , -" .. „ �., - -- ./ ��,-.f :- ..- . _ . � . I — . - ;'” .- _' ';�/ � - ,�, , * ,_ I _/�-I '�" f - / ." -_- ­ „_ � �_, . ` .\ \ \ ` \ � �I � \,\ , \ , X \) \ \ \ \ � � \ - _ 1 - - 1�— _ � ,I 7I \I ­, _ 1 �_ , ,- _ -�� S)- , � - ) ,, % ' ,\ \ \ -- ' \ " -1 1� � � 1 � 11, -- I � -, _ , \ ” " 1 , - `; ., ' _- � – , �_ - - , ,� �, � , ' � _- _, I - � �_" , ; � , � � - . � , I _� - - _ I _ - - � -1>/� . I ' -' :: , 1 : - � /.. I- .�-.. -CI. �-I _. .- / / .:. .'.— // . ../ :/ . . ; /.­_. X . - /."/, /�.. , . ; � ., / ., - .� /[ ;"', :" ... /t. — J " �, � 1- .­. .�7 i — "� � ; ,, i .� _ �% .1V .- . .0 . �,.. , ..�% , � .�1 -'. - . � l / ; I f\ vJI , _f � u , —) —! 1 1 / � l 1 � I I ) ! t 1 l � i f 1 ; , j / - r I ) : ?, � �, I I I I / \ I \N X \_ � � - - _ - __ \ I I - I \ " - , _ X - -_-- - _ \ � \ ; ' � \ � �� \ .` ��------_�� �- , -\ , I /N \ \, ,/ , � /, � , % -_,- � __v - _A , _ � _ , C, � � , ( -�I � _ \ \ � — \ I /— , \ % , 1 A � �\ ` / / ' | \ � \ \ �� `___ ^- � / / . / \_ ._` � \\ ,� ____- ' ` / / / `` -- `` ~`~-_ ' -- � `` \ \ ~ / / / \ \ \ `` ```\\`!` `., `~ ~~```_'� \ \ / / � \ \ � ' / \ \ � \ \\Y ~ � � � \ \ \ \ \ \ �- _�—_ ` / / / \ � / \ __ -~ `` �\ --_- /~ \ ` ` ` ) / / / / / .'/�,�'/ / / / \ / / '' / \ \ `` \ / ( -- ~ `, \ \ ` � / ' / / / / `` -`` `� / / ' . . `. ^^ _��` / / / / / // \ -_ __ _. � ` / / / , `` w°mm/ ^ � ` / / / / / � / \ / / / � � / / � `` � ` WTR TRETET PANT \ - 1 )/ / / // // /// / \ / ��N \� �/�-\\/ ��`-�� ��\. `\ -��_ , _�1 ��.,� ____ \ \ \ '� ` ) / � / \\ � \ \ \ / ' / \ ' ^ ' `\� w�/cm /�c�/�on/ � - / - _ � .\ ` ~� \ _ � � � ` ` _ - _ _ _ \ `* ~ \ \ / / // \ \ \\ ! \ ` `~ ` ` / ' / ' '/ /�/ / ` .` `` \ \ \ \ / [ -- -_ - ` `` `` `. `~ -- -- -- ____' \ ` -^ ' ` � ` \ \��/ / / / �//// '� \\ \ \\\\ \\\\\j�� /� \ \\``^ �'`_` `. `_ '~'/--� ~ '// //' \, � ` \) \\\\ \ \ / / / � \/ / ) - _ `. `` `` ~`_ ---- - ____' / 'N' 11� x k \ 11 \\\ I , __ " - � � – z \ \ / .1 .11 11 / \ 1�1 ,-, \ x I \ �, \ - I __ -- -�'� ---. J. . ... .. , . // I / / . . - � .1 ,�\ - - � 11 � ,.I \ ______� — \ . t \ `, - I , - � \\- ­0 \ / / / '1__-*'*' ,__11 "', �11 ;,� \ \,� . - 1. - :::::��_� I I- __ � � _____ .-- / x" I _., \\ z �; 77 — � I I - - Z� ­1 - _1 \ � _�_ �,_,� I 1\ A\\� \ __� " \� \ 11 \\ " �� \ I � it 'I , , '� � -- �� �_ -_,��"__/ �� /,--\\\ / � _... � __,� — N, �01 / , \ , \ . \ , \ \ � , I � I 1 � i, ��, � , �� �� / �,- -,, ,,� \\ � , ,,/ // - ___�__ - - 1_� <_ __ --- 1\ - \\-� ��"\ \\ \ \\\ \ , // I , I ,� � , � N / ; �/ � I \ /-- ---� - I - _�� \ �_ 1 1 � I \ \ \ --- - -EASEMENT \ -X- x -----/---- "\. . . ,�N� � , �_-\L� � / , __71�\,� --/ - \, �� 1�1 // / / I / / / ___1 \ /)� / 'I, - __ -, ___ _, � �_ _�, - __�` -'- ­,,:::-- = �--777` 7_,� 1 �\ \,-, \ \. I \1 , /6! / \ _�,\ I \ , � , --, — ) / \ _1 \ / /__,�_, � � � X�_ ____� I i \ - ( � 1� - __ I � � I'- - - - , "_ __ - -::- -_ � ,/ z - -- - - __� - ,\, ,,, �_ -- � , // 211�, / --- I �,�/ / / / � � \, \ \1 , ��_ - - " - _�� ��,� z - __ ,:�-\ —,/ / � ,\�,� - � \�, \ / I \ \ -- -, \ \ I - _�, " , __ _- / \ \\ \ ______��Sf — — — ___ — — — \ I / I I __ _� _,_ ------ / _� �_ x � - — - -- -- , / - __ _:� - _� - , x �_ , \ \\ , � ,,,,, \ ( I l — — — __ _: X ,�� 0 �J* ) �r / \ I 11 - ""I �11, - - -,- . A� / -1 / I / I , \ \ - � I / xx , \1 i ­1 _ - ... - __1 / 1 � � � , � Y� \, , \ ;""�,� � \\\ / / / / / / , _\ \ __ _�� _... � .,�)� / / � � , - lj,,� __ - , - .-:! - .. ----- --��-_, / / �' / �b � — _� I , I � , I � I , - /// / / / I \ __,�, I --- �--____ — __ I I /z I -,-/ I- " __- � _- - ! � - % .. __ �,N_ � X , I ) \ / / � �� ,_ � F�7 � 1 � , I � (/ - - \ X � I I \ , __ — — �/ / C111 I - , _�.. , \ - - - � - - - - - -- , , � , \ 11 � / f // � _0 — / / / / � � \ ,,,, / \, I � I /\ - �� � / / K, / , � I 0 / ;�...--..,�..*�-�.,*,.-.;-,-....��-.,--:--- , \ - ---=iW--z— /- -��--i;----.-* - ..--*-`_,----� - ... ,- "I I I - - ­ - - / , ,� \ � I \ \ , 11 11 1) / ,� C\ I �. .. :;; . �f� _� � �_ , \:� \\\ \ \ I �_ I I I I /I I /�� �,!_4� - � ..:: - I ­ - — , � . \ \\\N \ \\ \ l, � \ , , , - �� �;w ��i - �_. \ \ \\\\�I� � t, - �� �_:�_ ��__Z� �*� � __ \� N& , � " \ -, \ - , \ -\ , , ��\\, , \ . _\ �1 � \ \ � � `\ \ 1 v~^, / 7 \ \ \ \ / / /// // � / ) / / \\ \\ �` \ \\\``` ~� ~``` `` -' ^^ _- -- /' // '' ' �, �� / / ' ' [ � ' '/ -^ / \\ `\ \\ \ \ / i / / _``\\\'\/� \ `- __~~__'� _.^ .._`� `` .`- ```` __ _' _- , )) — / I / � I i, \ – — No. Revision Date By _ li Designer 1 Scale Drawn By 1I Date PAP 1 Checked By I Job No. North Carolin � �� ~- ` , . ` \-�/~� y A~ _ __`. `` \\00\\\\ \ ) ^`\\ \ \ \ \). \ / / //' / / �'' �F____ ` \ \ \ \ \ \ / I / / // / /// __ -�``\`\ \ / /) / \ \ � / ) /� / / ,//,/// /,// // «= I'm HE w Sheet No.