Loading...
HomeMy WebLinkAbout20120443 Ver 1_401 Application_20120512�4HAW M7, - 1, April 30 2012 Mr Andrew Williams U S Army Corps of Engineers 3331 Heritage Trade Drive Suite 105 Wake Forest NC 27587 Ms Karen Higgins Ms Sue Homewood 401 /Wetlands Unit North Carolina Division of Water Quality 1650 Mail Service Center Raleigh NC 27699 1650 201 2044 3 ■ P 0 Box 33068 Raleigh North Carolina 27636 3068 o PO W C3 0 E 2 2012 DENR WATER QUALITY Wetlands & Branch Re 404 401 Permit application South Buffalo Creek Habitat and Water Quality Improvement Project Greensboro NC Dear Mr Williams Ms Higgins and Ms Homewood On behalf of our client the City of Greensboro Kimley Horn and Associates Inc (KHA) is submitting the enclosed Nationwide 27 Permit Application and Jordan Lake Buffer Authorization for authorization pursuant to Section 404 and 401 of the Clean Water Act to construct the above reference project The proposed project includes the restoration/enhancement of four tributaries of South Buffalo Creek through re establishing natural and diverse riparian habitats in such a way that will improve water quality that has been degraded by urban runoff Habitat and water quality within South Buffalo Creek will also be improved by the construction of floodplam sloughs adjacent to the creek The sloughs will be frequently inundated and provide an opportunity for sediment nutrient and pollutant removal before reentering South Buffalo Creek As shown in Figure 3 each stream has two identifying labels The label in blue is the tributary name described by flow regime (SI l abbreviates Stream Intermittent 1) The second label shown in a callout box describes the channel with a formal name The project restoration and enhancement activities will result in temporary impact to 1 383 linear feet of the perennial stream channels Piedmont Creek Kersey Tributary and UT2 and 423 linear feet of intermittent stream channels UT1 and UT3 The proposed enhancement will also temporarily impact 1 213 linear feet of South Buffalo Creek to facilitate enhancements to the stream channel Additionally 110 060 square feet of Jordan Lake riparian buffer will be temporarily impacted (63 278 ft2 in Zone 1 46 782 ft2 in Zone 2) Since the impacts to the stream and buffers are temporary and intended to improve the buffer no mitigation is proposed ■ TEL 919 677 2000 FAX 919 677 2050 AH Impacts to buffers streams and wetlands have been avoided where to the maximum extent practicable to protect existing trees buffers and Jurisdictional features Some unavoidable impacts to wetlands are proposed for stream P Box 33068 and to plug an existing head cut to prevent upstream migration into Ral eigh North Carolina and improve hydrology for an up gradient wetland feature (0 0048 acres total) 27636 3068 Impacts to streams are limited to those necessary to conduct the restoration or enhancement activities Finally the sloughs and haul/access roads were located to avoid impacts to existing wetlands foremost and riparian buffers secondarily The haul roads and the improvements overlap in some locations because the project may be constructed in phases Impacts in the buffers are mostly to areas with poor riparian vegetation All disturbed areas will be planted with native riparian or wetland tree and shrub species with native grass permanent seed mixes The only areas that will be maintained as grass are exiting sewer corridors currently maintained as grass Finally please note that some in stream structures may be substituted for the structures shown An example of such would be substituting a rock vane for a rock A vane rock vane or boulder cluster The temporary impact footprints and nature of the structures would remain the same The proposed project is currently under review by the local floodplain manager for the City of Greensboro for a No Rise Certification and a Jurisdictional determination has been submitted concurrently with this application The following information is included with this application submittal • Pre Construction Notification • Figures • NCDWQ correspondence (March 30 2011) If there is any additional information you need or any way we can assist in expediting the processing of this application please do not hesitate to contact me at (919) 677 2971 Very truly yours KIMLEY HORN AND ASSOCIATES INC Todd St John P E EED AP Enclosures ■ TEL 919 677 2000 FAX 919 677 2050 O�0� W A124 OG y T > 1 O �c 20120443 Office Use Only Corps action ID no DWQ project no Form Version 1 3 Dec 10 2008 Page 1 of 13 PCN Form — Version 1 3 December 10 2008 Version Pre - Construction Notification CN) Form A Applicant Information 1 Processing 1a Type(s) of approval sought from the Corps ®Section 404 Permit El Section 10 Permit 1b Specify Nationwide Permit (NWP) number 27 or General Permit (GP) number 1 c Has the NWP or GP number been verified by the Corps? ® Yes ❑ No 1d Type(s) of approval sought from the DWQ (check all that apply) ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization 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 El 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 South Buffalo Creek Habitat and Water Quality Improvement Project 2b County Guilford 2c Nearest municipality / town Greensboro 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 Greensboro 3b Deed Book and Page No (City will secure easements) 3c applicable) e le Party (for LLC d City of Greensboro Water Resources Department 3d Street address 2602 S Elm Eugene Street 3e City state zip Greensboro NC 27406 3f Telephone no (336) 373 2055 3g Fax no (336) 373 3119 3h Email address Jana Stewart @Greensboro nc gov Page 1 of 13 PCN Form — Version 1 3 December 10 2008 Version 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other specify 4b Name 4c Business name (if applicable) 4d Street address 4e City state zip 4f Telephone no 4g Fax no 4h Email address 5 Agent/Consultant Information (if applicable) 5a Name Todd St John P E 5b Business name (if applicable) Kimley Horn and Associates Inc 5c Street address 3001 Weston Parkway 5d City state zip Cary NC 27513 5e Telephone no 919 -677 2000 5f Fax no 919 -677 2050 5g Email address Todd StJohn @kimley horn corn Page 2 of 13 PCN Form — Version 1 3 December 10 2008 Version B Project Information and Prior Project History 1 Property Identification 1a Property identification no (tax PIN or parcel ID) 7863123816 (Property north of South Buffalo Creek) 7863124486 (Property south of South Buffalo Creek) lb Site coordinates (in decimal degrees) Latitude 36 034872 Longitude 79 806500 (DD DDDDDD) ( DD DDDDDD) 1c Property size 37 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to proposed project South Buffalo Creek 2b Water Quality Classification of nearest receiving water C NSW 2c River basin Cape Fear Page 3 of 13 PCN Form — Version 1 3 December 10 2008 Version 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 South Buffalo Creek Water Quality and Habitat Improvement Project (Project) is located within the City limits of Greensboro North Carolina between Farragut Street and Randleman Road in Guilford County The Study Area consists of approximately 37 acres of undeveloped land several gravity sewer utility line easements and 5 196 linear feet of stream channel between South Buffalo Creek and four tributaries Within the Study Area there are 5 perennial streams South Buffalo Creek Piedmont Creek Kersey Tributary UT1 and UT2 Each stream watershed has seen varying degrees of development with significant amounts of impervious area The project area segment of South Buffalo Creek has been historically relocated straightened and channelized A broad floodplain that is associated with the stream floods during large storm events however due to channelization the stream is incised with bank height to bankfull depth ratios of approximately 2 1 Additionally the watershed of South Buffalo Creek is highly developed with an estimated 25 35% impervious cover These conditions have resulted in areas of moderate to high bank erosion In addition to the main channel several side tributaries and ditches that have been excavated or incised down to the existing bed elevation of South Buffalo Creek This incision has resulted in further loss of aquatic function through stream degradation and decreased flood plain access as well as sedimentation and erosion of these confined channels South Buffalo Creek is a targeted watershed for the NCEEP (Cape Fear Hydrologic Unit 03030002020050) and is listed on the 303(d) list for having impaired biological integrity and historically high turbidity The South Buffalo Creek watershed has been highly studied by the NC Division of Water Quality (NCDWQ) and is currently in a Targeted Local Watershed (TLW) as identified by the NC Ecosystem Enhancement Program ( NCEEP) The South Buffalo Creek watershed is also part of the headwaters of the Jordan Lake Watershed for which NCDWQ has recently developed and adopted rules that provide nutrient limits on stormwater and wastewater discharges and established protected buffers on streams The City has implemented other water quality improvement projects within the South Buffalo Creek Watershed including buffer enhancement constructed stormwater wetlands and stream restoration The City planted over 18 000 trees along nine miles of streams to reestablish riparian buffers and constructed several stream restoration projects within City parks Additionally the City built a 20 acre regional stormwater wetland on South Buffalo Creek upstream of the Study Area to enhance sediment removal reduce pollutant loads and improve aquatic habitat by using an inflatable dam that forces water into the floodplain during various rain events 3b List the total estimated acreage of all existing wetlands on the property 4 77 acres 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 5196LF 3d Explain the purpose of the proposed project The purpose of the South Buffalo Creek Habitat and Water Quality Improvement Project is to re establish more natural and diverse riparian habitats and improve water quality degraded by urban runoff The stressors to the natural hydraulic systems are on a watershed scale as a result of urbanization and uncontrolled urban runoff The Project proposes to attenuate these watershed stressors through habitat improvements restoration of several side tributaries the improvement of the hydrological and hydraulic functions attenuation of urban runoff and pollutants and the restoration of riparian habitat Page 4 of 13 PCN Form — Version 1 3 December 10 2008 Version 3e Describe the overall project in detail including the type of equipment to be used The initial design of the project was funded by the Clean Water Management Trust Fund (CWMTF) grant and the City of Greensboro is actively pursuing further CWMTF grant funding for project construction The primary means of improving habitat in the project area and improving water quality is the proposed construction of floodplain sloughs adjacent to South Buffalo Creek These sloughs are to be set at the inner berm elevation 2 2 feet above normal water surface elevation to allow frequent inundation of these areas This inundation will allow sediment nutrients and other pollutants to be assimilated into the slough system removing them from the stream Microtopography will be added within the slough bottoms to create habitat diversity Additionally it is anticipated that the slough will intersect the groundwater table creating wetland areas It is also anticipated the flooding in combination with the intersection of the groundwater table will be sufficient to maintain wetland hydrology The contributing tributaries to South Buffalo Creek will be stabilized through adding floodplain benches and flood control structures The goal of bank stabilization of the tributaries is to decrease erosion thereby reducing the sedimentation of South Buffalo Creek The project work will include the use of track hoes pans track trucks and other grading equipment typical for that used for stream and wetland restoration projects All disturbed areas will be re planted with native tree and shrub species except for existing sewer corridors that will be replanted with native herbaceous species 4 Jurisdictional Determinations 4a Have Jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments Andrew Williams of USACE and Sue Homewood conducted a field review at the site on March 24 El Yes No El Unknown 2011 A JD request was not submitted following this review meeting 4b If the Corps made the Jurisdictional determination what type of determination was made? ❑ Preliminary ❑ Final 4c If yes who delineated the Jurisdictional areas? Agency /Consultant Company Kimley Horn and Name (if known) Anna Reusche & Chad Evenhouse Associates Inc Other 4d If yes list the dates of the Corps Jurisdictional determinations or State determinations and attach documentation The Jurisdictional determination is being submitted concurrently with this application 5 Project History 5a Have permits or certifications been requested or obtained for this project (including all prior phases) in the pasty TO Yes ® No ❑ Unknown 5b If yes explain in detail according to help file instructions 6 Future Project Plans 6a Is this a phased project? ®Yes ❑ No 6b If yes explain The entire project is shown in this submittal but the project may be constructed in three phases over the next three years Page 5 of 13 PCN Form — Version 1 3 December 10 2008 Version C Proposed Impacts Inventory 1 Impacts Summary la Which sections were completed below for your project (check all that apply) ® Wetlands ® Streams tributaries ® Buffers ❑ Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site then complete this question for each wetland area impacted 2a 2b 2c 2d 2e 2f Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps 404 10 Area of impact Permanent (P) or (if known) DWQ — non -404 other) (acres) Temporary T W1 (WA) ❑ P ® T Excavation Riverine ® Yes ® Corps 00002 ❑ No ® DWQ W2 (WD) ❑ P ® T Enhancement Riverine ® Yes ® Corps 00046 ❑ 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 00048 2h Comments 10 square feet of wetland will be modified to allow for changes to the banks of UT1 The impacts associated with W2 are to plug a head cut to enhance up- gradient wetlands All changes will be reverted to pre construction conditions at the conclusion of construction 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 Permanent (P) or (PER) or intermittent (Corps 404 10 DWQ —non -404 stream width length (linear Temporary p ry (T) (INT) other) (feet) feet) S1 ❑ P ® T Relocation UT1 ❑ PER ® INT ® Corps ❑ DWQ 4 306 S2 ❑ P ® T Relocation UT2 ® PER ❑ INT ® Corps ❑ DWQ 3 654 S3 ❑ P ® T Enhancement Piedmont Creek ® PER ❑ INT ® Corps ❑ DWQ 10 277 S4 ❑ P ® T Relocation Kersey Tributary ® PER ❑ INT ® Corps ❑ DWQ g 452 S5 ❑ P ® T Enhancement UT3 ❑ PER ® Corps 5 117 ® INT ❑ DWQ S6 ❑ P ® T Enhancement South Buffalo ® PER ® Corps 30 1213 Creek ❑ INT ❑ DWQ 3h Total stream and tributary impacts 3019 31 Comments All channels will be temporarily modified in order to enhance or restore them Page 6 of 13 PCN Form — Version 1 3 December 10 2008 Version 4 Open Water Impacts If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of the U S then individually list all open water impacts below 4a 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 4f Total open water impacts 4g Comments No open waters will be impacted by the proposed project 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 No ponds or lakes will be impacted by 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 5j Size of pond watershed (acres) n/a 5k Method of construction I n/a Page 7 of 13 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 impacts require mitigation then you MUST fill out Section D of this form 6a ❑ Neuse ❑ Tar Pamlico ® Other Jordan Lake 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? B1 ❑ P ®T stabil z Bank South Buffalo Creek ® Nos 40 048 40 452 B2 ❑ P ®T stabl Bank nation Piedmont Creek ® Nos 11 342 547 B3 ❑ POT stabilization Kersey Tributary ® Nos 11 888 5 783 6h Total buffer impacts 63 278 46 782 61 Comments All buffer impacts are temporary and will be restored using native tree and shrub species at the completion of construction Where there is an existing sewer corridor native herbaceous vegetation will be utilized instead of native tree and shrub species Buffers will be impacted to conduct bank stabilization and stream and wetland restoration activities D Impact Justification and Mitigation 1 Avoidance and Minimization 1 a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project This project is has been designed to restore habitat and water quality for the project area and downstream areas of the Cape Fear River basin and Jordan Lake watershed All proposed activities are done so with this goal in mind and impact minimization as a priority Access to the site will be controlled to designated construction access areas Buffers and streams will only be impacted when neccesary and when targeted restoration activates are underway 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Silt fences will be used throughout construction to prevent sedimentation runoff into South Buffalo Creek Additionally construction access and haul roads are specified and located in areas designed to result in the lowest impacts possible to buffers and streams All wetland areas have been avoided for these access and only 10 square feet of wetland will be impacted for the stream restoration projects 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for ❑ Yes ® No impacts to Waters of the U S or Waters of the State? 2b If yes mitigation is required by (check all that apply) ❑ DWQ ❑ Corps ❑ Mitigation bank 2c If yes which mitigation option will be used for this project? ❑ 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 Page 8 of 13 PCN Form — Version 1 3 December 10 2008 Version 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 riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5 Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan 6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a 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 No buffer mitigation will be required as all impacts will be temporary in nature and all buffers will be returned to pre - construction status at the conclusion of restoration and improvement activities Page 9 of 13 PCN Form — Version 1 3 December 10 2008 Version E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan 1a Does the project include or is a adjacent to protected riparian buffers identified ® Yes ❑ No within one of the NC Riparian Buffer Protection Rules? lb If yes then is a diffuse flow plan included? If no explain why ® Yes ❑ No Comments All stormwater flow will be collected or concentrated 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 There will be no impervious area associated with this project 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan The purpose of this project is to improve water quality ❑ 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? City of Greensboro NC ® Phase II 3b Which of the following locally implemented stormwater management programs ® NSW ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4 DWQ Stormwater Program Review ❑ Coastal counties 4a Which of the following state implemented stormwater management programs apply ❑ HQW ❑ 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 13 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 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 letter ) ❑ Yes ❑ No 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 Riparian Buffer Rules (15A NCAC 2B 0200)? 2b is this an after the fact permit application? ❑ Yes ® No 2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) n/a 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 n/a 4 Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from the proposed project or available capacity of the subject facility No waste water will be generated from the proposed project Page 11 of 13 PCN Form — Version 1 3 December 10 2008 Version 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act ❑Yes ®No impacts? 5c If yes indicate the USFWS Field Office you have contacted El Raleigh ❑ Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The U S Fish and Wildlife Service ( USFWS) database (updated 09/22/2010) was reviewed to determine any federally listed species identified for Guilford County The small whorled pogorna (Isotria medeoloides) is listed as federally threatened for Guilford County In North Carolina this perennial orchid is typically found in open dry deciduous woods and is often associated with white pine and rhododendron This species is known to occur at sites that range from 2 000 to 4 000 feet in elevation No suitable habitat for the small whorled pogorna is present in the study area based on vegetative communities and elevations Elevations in the study area range from 740 to 750 feet above mean sea level as depicted on the Greensboro North Carolina USGS topographic quadrangle map Additionally the Natural Heritage Program database (accessed 04/27/2011) did not indicate any recorded occurrences of federally protected species within one mile of the study area 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 was reviewed on Monday February 20 2012 with no essential fish habitat found within the project area or within the vicinity of the project 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 State Historic Preservation Office database was reviewed (February 29 2012) to determine if any historic resources occurred in the vicinity of the study area There are no historic or archaeologic resources within the project boundary or within one mile of the study area 8 Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA designated 100 year floodplain? ® Yes ❑ No 8b If yes explain how project meets FEMA requirements A detailed hydraulic analysis was conducted of South Buffalo Creek using a HEC RAS model and the proposed project is currently under review by the NC Flood Mapping Program for Greensboro NC for a No Rise Certification 8c What source(s) did you use to make the floodplain determination? FEMA model of proposed conditions and a HEC RAS model of South Buffalo Creek Page 12 of 13 PCN Form — Version 1 3 December 10 2008 Version JM0, C S Applicant/Agent s Printed Name CaULr,�A-k s Signature {Agent s Sig ure is valid ordy if an authorization letter from the applicant y12S M Date Page 13 of 13 PCN Form — Version 1 3 December 10 2008 Version Project Impact Limits Municipal Boundary Vicinity Map 0 0.5 0.75 1 South Buffalo Creek Habitat and Water Quality Improvement Project Greensboro, Guilford County, North Carolina February 23, 2012 u re 1 run f .tf i tsa M w o• PIC Ut it on 4� l s 1} fD r 4 VVIFY IrP * Af Legend cu C .. Project Impact Limits 500 1,000 1,500 2,000 Fee Title USGS Topographic Map - Greensboro Quadrangle - 1994 Prepared For South Buffalo Creek Habitat and Water Quality Improvement Project Project Greensboro, Guilford County, North Carolina 6w,J Date Project Number Figure February 23, 2012 012137004 1 2 /fill Kersey Tributary Piedmont Creek ,mQ wB J WD @9Q 1" 4 411 y �r �r UT2 a � r r. 1 1,000 CGn,. 1 All a� NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary March 30, 2011 Ms. Anna Reusche Kimley -Horn and Associates 3001 Weston Parkway Cary, NC 27513 Subject Property: South Buffalo Creek Habitat and Water Quality Improvement Project, Greensboro, Guilford County On -Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0506(h) Dear Ms. Reusche: On March 24, 2011, at your request and in your attendance, Sue Homewood conducted an on -site determination to review features located on the subject property for intermittent/perennial determinations with regards to the above noted state regulations. Andy Williams with the US Army Corps of Engineers (USACE) was also present at the site visit. The features that were reviewed are identified on the attached map. All stream determinations were accurately depicted by Kimley -Horn and are shown on the attached map you have provided. Please note that at the time of this letter, all intermittent and perennial stream channels and jurisdictional wetlands found on the property are subject to the mitigation rules cited above. These regulations are subject to change in the future. The owner (or future owners) should notify the DWQ (and other relevant agencies) of this decision in any future correspondences concerning this property. This on -site detennination shall expire five (5) years from the date of this letter. In addition, the streams identified may be subject to the Jordan Lake Buffer Protection Rules 02B .0267. Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly, DWQ, 401 Oversight/Express Review Permitting Unit, 2321 Crabtree Blvd., Suite 250, Raleigh, NC 27604 -2260. Individuals that dispute a determination by the DWQ or Delegated Local Authority that "exempts" surface water from the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date that North Carolina Division of Water Quality, Winston -Salem Regional office Location: 585 Waughtown St. Winston - Salem, North Carolina 27107 Phone: 336- 771 -50001 PAX: 336 -771 -4630 4 Customer Service: 1-877-623-6748 Internet: www,ncwaterquality.org An Equal opportunity 1 Affirmative Action Employer O None hCarolina ;Vatura!! U IIIIIIIIIIIIII111 �gIIfI °Ilu��� ie�; cti W Wa m � M d' 0 N O N E Bill Bi�'f�9i; i i i t a� t t � tt .a f/ �l m _P-W i� W�� o w o z 0 0 QQW m w L > 3 m Z 0 cc 51 D 2 C IL IL n L t \ N 40 ✓.- WZZ �c r/ a ° �o cc N U M I W Za Qw UJ O 0U H ~ �Q U aLL m F A L co O UO C E �A CM a a ii �a Bl Ij, kg a ® ®� .. =mow 7 p ®® ®® ® W a cc �W Z Z o�W z LAW 0 LL LL 'll I II I� R mz¢ �l W z a (ji m 10 C4 w to a N �i i5! S q o {(Nyy n n n n f` f\ P 1, N n r O ZI 133HS 33S 3NnHOLLVR 'g I � e I° � o E It I t r e e I I r e e r - • I t I ' e e li i I' I ' ° r I r r r r � r t t I ' ° ° 13 ° i° r { I` i e B i ►• I i e i I I r � j r � I IIr r r t e i e Ili I i Ii iE=--= , o I i i � I ; i P F i I cc }. UO M CC J ~O W F Z N Z 8 a v h I I a 1! (� � 000a+to► � � �q q 5 1 J J \ e \ w �I s as In \ (n O b ¢ O� ® ® a ® ®� .. =mow 7 p ®® ®® ® W a cc �W Z Z o�W z LAW 0 LL LL 'll I II I� R mz¢ �l W z a (ji m 10 C4 w to a N �i i5! S q o {(Nyy n n n n f` f\ P 1, N n r O ZI 133HS 33S 3NnHOLLVR 'g I � e I° � o E It I t r e e I I r e e r - • I t I ' e e li i I' I ' ° r I r r r r � r t t I ' ° ° 13 ° i° r { I` i e B i ►• I i e i I I r � j r � I IIr r r t e i e Ili I i Ii iE=--= , o I i i � I ; i P F i I cc }. UO M CC J ~O W F Z N Z 8 a v h I I a 1! (� � 000a+to► � � �q q 5 1 J J \ e \ w �I s as In \ 1 U c v� a� O OU � _c co U. r� b II lk k a f O �p ¢ O� m tn(n (f 1 N 1 a) Q w 0 3w Qw O CV e- 20 v aLL m 1 U c v� a� O OU � _c co U. r� b II lk k a i ® ®?� •• V =r}- -W <<< <� ® ® ® a Y_.ro z ®® ® Wes° OW W Z � cc z o� JW O LL s� MOO jll I II I aif x - I�� 11y 80 j LLI tL a tp µµ pp N yq \ p 54p !7 M1 M M N [V N N C-4 ft 133►1S 33S aNrokuvw w 11,1� till', 1 \ °�'� -,� / 9 o a , I . l I i Ii • li ( i Ir r t • r I Ir t i Ir r i i I i i i i li li i . l I i li I ■ i dl I p• i li i li r r i i i Ir r Ir � r r i — r 14 r r ! I i o 2 3$ CIW i ® ®?� •• V =r}- -W <<< <� ® ® ® a Y_.ro z ®® ® Wes° OW W Z � cc z o� JW O LL s� MOO jll I II I aif x - I�� 11y 80 j LLI tL a tp µµ pp N yq \ p 54p !7 M1 M M N [V N N C-4 ft 133►1S 33S aNrokuvw w 11,1� till', 1 \ °�'� -,� / 9 o a , I . l I i Ii • li ( i Ir r t • r I Ir t i Ir r i i I i i i i li li i . l I i li I ■ i dl I p• i li i li r r i i i Ir r Ir � r r i — r 14 r r ! I i o 2 N O co 10 < N O Dp n n' n n n n n n n _ ' Ada 03 lw Z8 <<w c X30 mZflm 1* 111 I I A 3' a W rc o. i N < S � N o i > O ¢ F WZZ M v 3 Yfi i33NS 33S 3NnNQLVM M M M M N N N N N n l 1 1 M WI AB WDEO O LIDS a 01 I p�l N 2 2 C7 O >> m O O NN m m to w O< w ? aw LL O oU t= � �O v wLL a LL a r • f I f 1 �Q _ 0 R cn co �Q� I t� J I' f f t , I f f ! fa L LL a ! I la a a I l f i ' II I J r ' If ! li I• I t r ' r I K r I of I �J ' a �! i I f ' II � I f I ' f • I f i J • f _ ' Ada 03 lw Z8 <<w c X30 mZflm 1* 111 I I A 3' a W rc o. i N < S � N o i > O ¢ F WZZ M v 3 Yfi i33NS 33S 3NnNQLVM M M M M N N N N N n l 1 1 M WI AB WDEO O LIDS a 01 I p�l N 2 2 C7 O >> m O O NN m m to w O< w ? aw LL O oU t= � �O v wLL a LL xn 1L. Z a p If si 6E 1 I>! 0, fi M m fn �Q _ 0 R cn co �Q� I t� t , fa L LL a xn 1L. Z a p If si 6E 1 I>! 0, fi M ® ®�.• =i-w z ® ® aka CC $ 0WZ z E$ Qa� 0 s s s� L3> LL °° ° IlI I I �i� R m LL. Za } ei III 1111 1 121 �N e Inm a. a N iEb It ol V F m jr ® ® ® ®�.• =i-w z ® ® aka CC $ 0WZ z E$ Qa� 0 s s s� L3> LL °° ° IlI I I �i� R m LL. Za } ei III 1111 1 121 �N e Inm 0 0 0 � 0 K d u I N g r r r r r c r � r O m I 0 m Z_W Z 3U W w M� m °O C7 LL ¢ °w a °- U a. a N � O RO i p rZ LL 2 ire. ....`� 2 j 8 � W Z z CC v 0 0 0 � 0 K d u I N g r r r r r c r � r O m I 0 m Z_W Z 3U W w M� m °O C7 LL ¢ °w a °- U W r 5 v ra �a �h s a I If si 4 cli ire. ....`� co co W r 5 v ra �a �h s a I If si 4 n 3� s _ m ® ® ® � =i- w ®® ® g W =0 c > ®® o a > ® "� z rA ��W a3> LL O o III Ill I I �Pvg R mQa I . 8 ®® LL a'' I ~I ICI ^ V �� F=— Z cc �o W zay a z CL N ? M Y � N qR�� I�j `b�' N � 9 � O 1- N O S QO �L6 0 W 0 CC Z s Wwoe g r V i, A 1 � � , t Ito g o ~ O m z z w 3 cc LL ° o v M (� 2C O aD QY Y cd k a 3' �6 9 e� 6� A �IS� r Zvis rm, I� I� 89= i M M Y1 V "vas d Y18 tl IYIS { { i { ZBfOtY18 � s a�� � • & °fn+0S io�oa�is T � naffs .ano maa L101 RMMIS s Wwoe g r V i, A 1 � � , t Ito g o ~ O m z z w 3 cc LL ° o v M (� 2C O aD QY Y cd k a 3' �6 9 e� 6� A �IS� F� 3a xx gg m w EO aw- 9l 133HS 33S aNn►alvvi g 4ororcv�o t v ircv� f o1+90MIS f f f f f f f f go �im Le'Li[ 73 cs+oa► vis a Od M. 1 i I(ttj� cc O O� nS C7 N Z j� W MM ' LL O fi r CO) v = H W MW = O C WQO M o o v It E� viz Z b W aaW 0 ¢ L�> LL O mzm r =a� O LU �N d z CL N < O a Qac LL F j WZZ a v I(ttj� cc O O� nS C7 N Z j� W MM ' LL O fi r CO) j >- MW I(ttj� U vi C) U i ( / = O C ! ! E� �:ecz o �3 }, l all i in- Ills < 9 � ® ® El ® W� YJ� z 01, ��W2 cc 8sss LL p �o 0 us 0 cc I I I�I Er sUI��N a LU sa d R i N $ 6 1 4 `1N ft,\x N t` Y O t t wmo i B n n n is is n 7z is K is n s S 8 S S 0 3 6 tl� I� ,1 I f N 6 -\ h Z U C cn N -6--• Co O � rc E� Y pe S t a�a I i iLU LU $ � 5 1 �d :i --3 z LU 0 0 LU M El It 0 W LU z cc P 0 z w LL > L M 0 L CO a. A agow .'T' A A 0 j co w sc CL 31 1 .2 2 �- 8 (,a (�D iLU LU $ � 5 1 �d :i --3 z LU 0 0 LU M El It 0 W LU z cc P 0 z w LL > L M 0 L CO a. A agow .'T' A A 0 j co w sc WWA 13 00 V*V.Ls M CIA NIM +LW XS NIM nws IDOcl cGLS erm Wm Iva 7 7n 7� 7 Uvwul ZL:tvls 61 L 00 WIS a ;v" w 0 7"s Ily 11= W+ 194;09. 1 19+Msvjs: K-BU IN cl+K9lvls Imo cm.0 11 W+mMe W&L AM 09+C=w HMO dM.0 Ll 2rou go+= CL cli 8 4 �2 81 0 z 05 i coc LL = Ic z Z r --- 7 i *9+00r, NVULS L04mwjs OF WWA 13 00 V*V.Ls M CIA NIM +LW XS NIM nws IDOcl cGLS erm Wm Iva 7 7n 7� 7 Uvwul ZL:tvls 61 L 00 WIS a ;v" w 0 7"s Ily 11= W+ 194;09. 1 19+Msvjs: K-BU IN cl+K9lvls Imo cm.0 11 W+mMe W&L AM 09+C=w HMO dM.0 Ll 2rou go+= 00 09 > -jt oovg/+Qm —A. is Is 0 cc D 0 CD z z w w m CD LL 0 F- w CL C-1) E 0 C.> -T- 0 ccn col rl N 06 MI CL cli 8 �2 81 0 z 05 i coc LL = Ic z Z r 00 09 > -jt oovg/+Qm —A. is Is 0 cc D 0 CD z z w w m CD LL 0 F- w CL C-1) E 0 C.> -T- 0 ccn col rl N 06 MI Ill 10 n� 96 g� Qe Q J�G �Yl vi I sR R a ` i � a �Q S� Is I LIOL LL Alin I Zi J ;- ! W ML N Q W a o NO CO � �S 0) V Mill C7 W O �g Z12 S J CL 1s s s 010, " >8 aa ♦d I j 0 b �i Z s j > ��� O d Q J $W b Q l� W M- I I .t dd ♦ d d D Z Q CO 9 6 8 HIS z' 0 ♦ d J � pppyyy o U O MI 3$ IN o H Ow � � b m � =HW i WQD U. o m ar a Z o aaW o LL LL 0O 8 z Ix =QCL m D i aN LU iF a N o; N a 40 Z 0 Z R RF W Z N Z a v A m m W J Q R C9 w W LL O o > H V v c u� N O _ O a aQ� Y � OC ®B� 5 iE d �s I IRS! pim9 d �-- I I S� Is I LIOL LL Alin I Zi J ;- ! W ML N Q W a o NO CO � �S 0) V Mill C7 W O �g Z12 S J CL 1s s s 010, " >8 aa ♦d I j 0 b �i Z s j > ��� O d Q J $W b Q l� W M- I I .t dd ♦ d d D Z Q CO 9 6 8 HIS z' 0 ♦ d J � pppyyy o U O MI 3$ IN o H Ow � � b m � =HW i WQD U. o m ar a Z o aaW o LL LL 0O 8 z Ix =QCL m D i aN LU iF a N o; N a 40 Z 0 Z R RF W Z N Z a v A m m W J Q R C9 w W LL O o > H V v c u� N O _ O a aQ� Y � OC ®B� 5 iE d �s I gig r 10 a o owl b ILI W_ i \\ O rn - �� b Igo a O gg 'LU �g N �b r � N J � m W O W W w ? gill r dd ♦ d dw m — N m o J � Q C) � n w z a CL 8�3f Nm .c i I \ III � 0, • � =I}-W ■ We] ■1 N � Q J LL HE I � W C0 o cr IL V¢H N W w z W 0 a�W L3> r mZcr. z IL O N a ul CL N N N 0 0 Y p r Wz CC v J m ca co W J m a O ~ W W O H U C Cv ice... as O U O gg _ Cn R CO N ¢A C5 L cl b � 1�1 p� 8 31 i 8 ill 4 r b lit N CO �12 CL AZ At i 33 It CN m ••v 2HW YJ-') z It s LL D a W Z J a IC 0 < (o a W 0 W �i N � N Q �O 0 �m�t$ :: g I I Wad Q maa vmz W c maw L � o LL Qz MZ° cc =aCL O LU a �N IL N W LL C a H V CCJ Q WZz a v m m co W Q a W LL C O H V U CD C C � O OU �+ CO �A c b U10-1 a Il�i�l I ESH �-tva H b �a Q O W W m awa ca goo M m W a m m �z >o Owl I �8�b1�6 I " gig � � N LN z g O ease ` / V W z O CL \ N / yj / jb° \ V \ :� N gg 'Jy bgp Z $ U U¢Z W Z Q O W W m awa ca goo M m W a m m �z >o Owl I �8�b1�6 I " gig � � N LN 01 ease •• CL We z WQML Q 111 U W z Q J CL Is �o Ob b a t i it d LN 01 •• =HW $� WQML 05 111 U¢Z W Z g �Qw �' LL LL MZQ CL Q cc = O y a r N Ira \ N O �9 00 1!2 N 4O ,c o F F WZZ 1 0 J it d LN 01 111 Z O 0 W O M m LL CO W W N W J Q Q � H W U O H U U C N Cd O 0 Cn N ¢A� E U. �!e C6 O H v W o 9 cc Q NN V g O n.� a � Z � fri I I11111 1� b a z O H U z z w 2 U-1 V) a w O t- z w z W CL O N I M � N J col � I'1 fowl bl •+ W II• T !v = F- W Q $ J -2 W H III CCaa I l , d UCC Z oWW 4 Z J W Lai.aW ,L3> c Wp 11 tt� tilt mz° JJ J1 1Id O0 =a� CC 2 Cl)m D O m LU 3 b a \ CL d LL N Rg J \gS J/ o i 0 Y coi `�1 ! Q 2� LL tld � W Z MZ2 IL 8 4 b a z O H U z z w 2 U-1 V) a w O t- z w z W CL O N I M � N J col 15 mull ti I � I E < WA 17 is ;$ � I'1 •+ W II• T !v = F- W Q $ J -2 W 0 CCaa I � UCC Z oWW y = Z J W Lai.aW ,L3> c 15 mull ti I � I E < WA 17 is ;$ NN c •+ W II• T !v = F- W Q $ J -2 W 0 CCaa ; � UCC Z oWW y = Z J W Lai.aW ,L3> c Wp mz° JF O0 =a� CC 2 Cl)m D O m LU ON a °w CL L5 O C-) LL N �+ c» 1 J o i 0 Y coi (n ! Q 2� LL o r� � W Z MZ2 IL 8 4 C— 304 0! J � Q H W � D ii 'J1111111uo! Q � N Q c r 86 J P A NN O W J a Q O D LL � J U Z J W a Wp O0 c Cl)m cli °w L5 O C-) LL �+ c» 1 J _(D 0 Y coi (n o r� C— 304 0! J � Q H W � D ii 'J1111111uo! Q � N Q c r 86 J P A o F- m W 7 Z W Q O O ILAJ ¢ ar n- rc U�Z Ix O V X dQW x L3> LL Z M Z M CL Z �Qi CL i �� a U a a O o N cj 1 f \ LLJ o N ° i 0 $ m LLD JO rn ry a LU Z Z o z 3. I N N LLI � R� O W ~ J I- I O La c o $; g L (3 W S�� Z O Z �� g oo 0 _ } Q a zZ �� `� l� Y V d �� CGS a \ ~ pp Z W �a �O 2 W w Ov I.. $a w mQ CL T, q ��pµaFuy+ Jeff I�� C ~ O WC to 5 MW a o Cl) I Z N D N }� ~ Z ~ µ�j g�iyR�iy�fd� 0 V g F < m r 201�1� T 0 rc N O :L (I� = J N Zz 20 pip y X0/1 -H 9/t -a -p QF m < W c OR w a Z6 w o LL J�i 6 W � y m n �� - 6 0 <F of Z N LJ Z ss ��< 8� IIIg J 1 w o00 < Fc c S� f1yy in q « W J J _j F y Q ^ 0 °d N °d dg 21.0 i3=a �� x paj i En 51 1 mRi�3� a if ill 6 esg 6 z ZI-flog zoing WN X p -d p IZZ a @g M44 w 9 "LOS Z OL LL NAV •VS1JVAa ONV SRON ONLLNVId 9L L4—a l OOVO O95 100LC1LN1 I iw�+ —M�3"lVM M W Z � I I I � a 0 W W y� N � � z W V H N W W J � m Z ~ W CL � N � s � Z a �a00 CL z Vi z g WZ~ N o CL W � � W a O Z a a � a Z �t0� z � � vs ~ Z SOW Z � W U ° n o n '� N g '^ � W z OW � I- a pp x x af�z W oz- z al W a � ��� X a �� �� �� z� �� ��� � y 0 x J xON Qa � o NYC ; N N � O z S �� I �W S�O �� N pQ�5� �6 O W Z W N �i ZO � ��Fa � m H X00 W SZ P W N w � W N w U z z � � W z0 e W J m W � r3alrf O Fa- Q a Z V) Z Z M W W � W J � m Z m m m m 0] m 0] 0) 0] ~ W } 0 W � M O 3 w � � � W O Z a a � a Z �t0� � � vs ~ Z SOW Z � m � U V z z OW jj2!p� pp af�z W oz- z al W a � ��� X a �� �� �� z� �� ��� � y � x J xON Qa � o NYC ; N N � O z S �� I �W S�O �� N pQ�5� �6 O �j Z W N �i ZO � ��Fa � m H X00 W SZ P � SZ O �+� W N w U z g F- � e W J m W � r3alrf Fa- Q Z V) Z Z W W � m m m m 0] m 0] 0) 0] } 0 W � M O 3 w � z r w � O �SS24� w i � v � � W O Z a a � a Z �t0� � � vs ~ Z 2F Fail* � Z ��� � U z jj2!p� pp € W oz- z al W a � ��� X a �� �� �� z� �� ��� � y � x � o NYC ; N N � O z S �� I �W S�O �� N pQ�5� �6 O �j Z W N �i ZO � ��Fa � _ �� �F�q�y �F W SZ P � SZ O �+� W N w z g F- � e W J m W � r3alrf Fa- Q Z V) W W � � � O Z a � �a m �� �� � a Z �t0� � � vs ~ Z 2F Fail* � Z ��� � U jj2!p� pp € oz- z al W a � ��� �7 FS z�� � �� �� �� z� �� ��� � y � o NYC ; N N � O z S �� I �W S�O �� N pQ�5� �6 O ►'� �j Z W N �i ZO � ��Fa � _ �� �F�q�y �F SZ P � SZ O �+� N 07 Mf•f r3alrf w O w cc _ o m V) w Z Y w 0 LL a O 0 } z U Q J CL U C c N Cz O � �Col N Q Y r� b 11 o a N t= b •• a�V V = ~' wow O ocoa ; Umz O�w z IC s aaw o LL g e mZM z =a CL cc o = LU IL 0. a g N ? 1N ES O > 2 � 0 �LL 9. ¢sz L 0 w O w cc _ o m V) w Z Y w 0 LL a O 0 } z U Q J CL U C c N Cz O � �Col N Q Y r� b 11 o a N 19WM. B ..W 8 1111 1 3� m O = H W UJ 0 LIJ�a 0 ; v¢z Z maw S cc U. > LL M MZM o CL �N J a a N Q GC W Z Z a v 0 ¢ 0 m CO) z w w c� LL 0 U z a J CL 0 z P z a J CL U) N C � O 0 g = cc/>) R _N Q Y Cal FFI I ik t I no is] i it p — r E E Q + 12M M r Y C Z Z + LZ 133M 33S 3N11 MVVl 0. V f J f li O ++ +4- t f + +� + + +�+ + + + + + + + + + + + +` 4 + + + + + + + + + I E 4 E E E E 8 E E E wu�n E % E E a O m O m z w w LL O A z Q J a O z P z Q J a U C C6 U C co I I I �i is] I,FBI I oil O ++ +4- t f + +� + + +�+ + + + + + + + + + + + +` 4 + + + + + + + + + I E 4 E E E E 8 E E E wu�n E % E E a O m O m z w w LL O A z Q J a O z P z Q J a U C C6 U C co I I I �i is] I,FBI I i a a a a tt i ® a a a r ® : a a 1 I I i 11 I I i swa rz tl r a ✓° S ! j S lffJ a a a a a a It H EZm . •v = H W YJ0 z 0 LU �aa JO�W v QQW x LL. LL a 0 D ~ O J CO LU nom. a O ! p c. " LL 2 L20 r' 4.. L: i Cz cI cn � QI 1 Y caj I tf i 1 t gill, a 1 n r A � e t � 1� O OO z W Q W J z a w w CD z m LL z O E� CL V L: i Cz cI cn � QI 1 Y caj I tf i 1 t gill, a 1 n r A � e t � 1� C L: i Cz cI cn � QI 1 Y caj I tf i 1 t gill, a 1 n r A � e t � 1� E� Ei efg e a. m e wawa wi AS w 60 a j #t 3� m =H W WQ0 0 LU MOa U�Z OWW z QQW c I LL000 �. R mzm Q ! R = C v O W cca 3N cc IL gi N M � 5 ggg n tl t z m ! � 6 LL CC ~ a a WZZ a O V O m O Z m Q co J w d m z LL z O a U U C C N 5 i U O O �U NQ Y cz b d a A 1 e M 6 � I t f 1 rf � t � B f f / 1 t 1 t` / I i r'' 6 I d f i t� B t B t / .f 3# •• V =HW J O LU wZ a w LL > LL R 1 0 1 1 1 ji M Z a. O cc Z 0 O 7F R J W m 6 N � N osi ypp ■ N_ iS O • � > O Q� WZ QZ d V b W 3 e0. S O m O Z m a co J Z a w w CD 2 H LL Z O J y. a U U cn CD i co Z co cn _N ¢ E � -0 Y COOL I I