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HomeMy WebLinkAbout20140987 Ver 1_401 Application_20140914RKPVK September 10, 2014 � C�bgOu NCDWR — 401 & Buffer Permittin g Unit SEP Y 6 20 D 14 Attention: Ms. Karen Higgins 512 N. Salisbury Street DEN R - WATER RESO URCES 401 8 BUFFER Raleigh, NC 27604 PERMITT Ilyn Dear Ms. Higgins: Please find enclosed the Pre - Construction Notification (PCN) Form and supporting documentation for Orange Water and Sewer Authority's Little Creek Interceptor Replacement. The PCN has also been submitted to the U.S. Army Corps of Engineers. An 11 x 17 set of the project drawings is enclosed for your use. The purpose of this project is to increase the hydraulic capacity of a portion of the Little Creek Interceptor. The existing 12 -inch gravity sewer is being replaced by a 16 -inch gravity sewer. Please contact me if you have any questions or comments. Sincerely, Rummel, Klepper & Kahl, LLP Richard J. Wyche, PE Senior Manager, Municipal Engineering Enclosure cc: Vishnu Gangadharan, PE w /enclosures excluding drawings Engineers I Construction Managers I Planners I Scientists ,i O�pF W A rF9OG 20140987 Office Use Only Corps action ID no DWQ project no Form Version 1 4 January 2009 Page 1 of 10 PCN Form —Version 1 4 January 2009 Pre - Construction Notification (PCN) Form A. Applicant Information 1. Processing la Type(s) of approval sought from the Corps ❑X Section 404 Permit ❑ Section 10 Permit 1 b Specify Nationwide Permit (NWP) number 12 or General Permit (GP) number 1 c Has the NWP or GP number been verified by the Corps? ❑X Yes ❑ No 1d Type(s) of approval sought from the DWQ (check all that apply) ❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑X 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 ❑X No For the record only for Corps Permit ❑ Yes ❑X No 1 f 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 ❑X No 1g Is the project located in any of NC's twenty coastal counties If yes, answer 1 h below ❑ Yes ❑X No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information I q n 2a Name of project Little Creek Interceptor Replacement 2b County Orange SEP 1 6 2014 . 2c Nearest municipality / town Chapel Hill 2d Subdivision name N/A DENR - WFFER PER IN 2e NCDOT only, T I P or state project no N/A 3. Owner Information 3a Name(s) on Recorded Deed Orange Water and Sewer Authority 3b Deed Book and Page No 269 Page 1618 3c Responsible Party (for LLC if applicable) N/A 3d Street address 400 Jones Ferry Road 3e City, state, zip Carrboro, NC 27510 3f Telephone no 919 - 537 -4247 3g Fax no 919- 968 -4464 3h Email address scarson @owasa org Page 1 of 10 PCN Form —Version 1 4 January 2009 i a 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 5b Business name (if applicable) 5c Street address 5d City, state, zip 5e Telephone no 5f Fax no 5g Email address Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a Property identification no (tax PIN or parcel ID) 9799401199 lb Site coordinates (in decimal degrees) Latitude 35 921 Longitude 79 016 1c Property size 0 932 acres 2. Surface Waters 2a Name of nearest body of water to proposed project Little Creek 2b Water Quality Classification of nearest receiving water WS -VI, NSW 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 site is adjacent to suburban development and crosses the edge of USACE easement Bottomland hardwood forest associated with the Little Creek floodplain is present and adjacent to the project location 3b List the total estimated acreage of all existing wetlands on the property 0 04 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 68 1 3d Explain the purpose of the proposed project To replace the existing 12" interceptor with a 16" line increasing the hydraulic capacity of portions of the Little Creek Interceptor 3e Describe the overall project in detail, including the type of equipment to be used Please see the additional information attached to this PCN 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? ❑ Yes 0 No ❑ Unknown Comments Request for determinations included 4b If the Corps made the jurisdictional determination, what type of determination was made? Preliminary ❑ Final 4c If yes, who delineated the jurisdictional areas? Name (if known) Hal Bain and Pete Stafford Agency /Consultant Company RK &K, LLP Consulting Engineers Other 4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation Jurisdictional data forms for wetland and stream sites are included as part of the permit application package See Attached data forms 5. Project History 5a Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ❑ No ❑X Unknown 5b If yes, explain in detail according to "help file" instructions 6. Future Project Plans 6a Is this a phased project? ❑ Yes ❑X No 6b If yes, explain Page 3 of 10 PCN Form — Version 1 4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a Which sections were completed below for your project (check all that apply) ❑X Wetlands ❑X Streams —tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted 2a Wetland impact number Permanent (P) or Temporary T 2b Type of impact 2c Type of wetland 2d Forested 2e Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f Area of impact (acres) W1 T Excavation Bottomland Hardwood Forest Yes Corps 002 W2 P Fill Bottomland Hardwood Forest Yes Corps 002 W3 - Choose one Choose one Yes /No - W4 - Choose one Choose one Yes /No - W5 - Choose one Choose one Yes /No - W6 - Choose one Choose one Yes /No 2g Total Wetland Impacts: 004 2h Comments Wetland impacts are depicted on the attached permit drawings and are associated with Wetland W2 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted 3a Stream impact number Permanent (P) or Temporary (T) 3b Type of impact 3c Stream name 3d Perennial (PER) or Intermittent (INT)? 3e Type of jurisdiction 3f Average stream width (feet) 3g Impact length (linear feet) S1 T Excavation Little Creek PER Corps 267 301 S2 T Excavation UT to Little Creek PER Corps 141 257 S3 T Stabilization UT to Little Creek PER Corps 156 123 S4 - Choose one - S5 - Choose one - S6 - Choose one - 3h Total stream and tributary impacts 681 31 Comments Stream impacts are depicted on the attached permit drawings and are associated with stream features S1 and S2 Page 4 of 10 PCN Form — Version 1 4 January 2009 4. Open Water Impacts If there are proposed Impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U S then 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 - Choose one Choose O2 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f Total open water impacts 4g Comments No Impacts to Open Water will occur as a result of project construction 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below 5a Pond ID number 5b Proposed use or purpose of pond 5c Wetland Impacts (acres) 5d Stream Impacts (feet) 5e Upland (acres) Flooded Filled Excavated Flooded I Filled Excavated P1 Choose one P2 Choose one 5f Total: 5g Comments No pond or Lake construction will occur as a result of the subject project 5h Is a dam high hazard permit required? ❑ Yes ❑X No If yes, permit ID no 51 Expected pond surface area (acres) 5j Size of pond watershed (acres) 5k Method of construction 6. Buffer Impacts (for DWQ) If project will Impact a protected riparian buffer, then complete the chart below If yes, then Individually list all buffer Impacts below If any impacts require mitigation, then you MUST fill out Section D of this form 6a. Project is in which protected basin? ❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑X Other Jordan Lake 6b Buffer Impact number — Permanent (P) or Temporary T 6c Reason for impact 6d Stream name 6e Buffer mitigation required? 6f Zone 1 impact (square feet ) 6g Zone 2 Impact (square feet B1 T Construction clearing Little Creek No 1,1642 4643 B2 T Construction clearing LIT to Little Creek No 861 707 B3 - Yes /No B4 - Yes /No B5 - Yes /No B6 - Yes /No 6h Total Buffer Impacts: 1,2503 535 61 Comments Permanent and Temporary Buffer Impacts are depicted on the attached permit drawings Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project Replacement pipe will be installed within 15 feet of existing pipe location Current above grade armoring of pipe crossing and pipe at S2 will be removed Existing above grade pipe will be lowered below current stream bed elevation at crossing of S2 lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Cellular confinement system installed at existing stream bed grade S2 Phased dewatering of stream crossings to allow base flow to be maintained in S1 and S2 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 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 Choose one Type Choose one Type Choose one Quantity - Quantity Quantity 3c Comments 4. Complete if Making a Payment to In -lieu Fee Program 4a Approval letter from in -lieu fee program is attached ❑ Yes 4b Stream mitigation requested linear feet 4c If using stream mitigation, stream temperature Choose one 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non - riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5. Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan Page 6 of 10 PCN Form — Version 1 4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes QX No 6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) ,Zone 2 1 5 6f Total buffer mitigation required: 6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund) 6h Comments Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan la Does the project include or is it 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 Interceptor replacement will maintain existing topographic grades No concentration /collection of storm take All flow forested buffers ❑ Yes ❑R No water will place runoff will occur via sheet into existing 2. Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 305% 2b Does this project require a Stormwater Management Plan? ❑ Yes ❑X No 2c If this project DOES NOT require a Stormwater Management Plan, explain why Project area is less that one acre which is blow the threshold required for SWG0400 (Utility Installation) 2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan 2e Who will be responsible for the review of the Stormwater Management Plan? NW (DENR) 3. Certified Local Government Stormwater Review 3a In which local government's jurisdiction is this project? Chapel Hill ❑x Phase 11 ❑X 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 El Yes ❑X No attached? 4. DWQ Stormwater Program Review ❑Coastal counties ❑HQW 4a Which of the following state - Implemented stormwater management programs apply ❑ORW (check all that apply) ❑Session Law 2006 -246 ❑Other 4b Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑X No attached? S. DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? ❑X Yes ❑ No 5b Have all of the 401 Unit submittal requirements been met? ❑X Yes ❑ No Page 8 of 10 PCN Form — Version 1 4 January 2009 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 Q No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ 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, i Yes ❑X No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after - the -fact permit application? El Yes ❑X 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 El Yes ❑X No additional development, which could impact nearby downstream water quality? 3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative Impact analysis In accordance with the most recent DWQ policy If you answered "no," provide a short narrative description 4. Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility No additional wastewater will be generated by this project Page 9 of 10 PCN Form — Version 1 4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or ❑ Yes ❑X No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act 0 Yes ❑ No impacts? 5c If yes, indicate the USFWS Field Office you have contacted Raleigh 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS and NC Natural Heritage Program GIS data base See attached USFWS response letter 6. Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? National Marine Fisheries Service and NC Division of Marine Fisheries GIS mapping 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 ❑X 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 source is NC Dept of Cultural Resources http / /www ncdcr gov/ 8. Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA- designated 100 -year floodplain? ❑X Yes ❑ No 8b If yes, explain how project meets FEMA requirements The Town of Chapel Hill serves as the floodplain administrator to enforce FEMA requirements within the project area A Town Administrative Zoning Compliance Permit, which includes meeting FEMA requirements, is being obtained for the project To meet the 100 -year no -rise FEMA requirements the project is not raising the grade of the land anywhere on the project Also, the project will reduce the number and height of raised manholes within the floodplain 8c What source(s) did you use to make the floodplain determination? FEMA 100 year floodplain and floodway limits were taken from FEMA Map No 3710979900K, Panel 9799, Dated February 2, 2007 k iel-W 01 Applicant/Agent's Printed Name Da Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided J � � I Page 10 of 10 PCN Additional Information Little Creek Interceptor Replacement Nationwide Permit 12 Application 3e The Little Creek Interceptor Replacement Project was recommended in the Sanitary Sewer Service Area Study and consists of the replacement of approximately 1,210 linear feet of existing 12 -inch diameter gravity sewer with new 16 -inch diameter gravity sewer. The section of sewer being replaced begins at Rogerson Drive Pump Station and continues to an existing manhole approximately 300 feet east of the centerline of Little Street. The new 16 -inch interceptor will parallel the existing 12 -inch interceptor. 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Pete Stafford and Hal Bain Site: Stream Crossing S1 Longitude: -7901881 Total Points: Other Stream is at least intermittent 52 county: Orange e Quad Name: Chapel Hill if >_ 19 or perennial if >_ 30 A Geomorphology (Subtotal = Ly ) Absent Weak Moderate Strong 1a Continuous bed and bank 0 1 2 3 • 2 Sinuosity 0 1 2 3 • 3 In- channel structure riffle -pool sequence 0 1 2 3 • 4 Sod texture or stream substrate sorting 0 1 2 3 • 5 Active /relic floodplain 0 1 2 3 • 6 Depositional bars or benches 0 1 2 3 • 7 Braided channel 0 • 1 2 3 8 Recent alluvial deposits 0 1 2 3 • 9 a Natural levees 0 1 2 3 • 10 Headcuts 0 • 1 2 3 11 Grade controls 0 05 • 1 1 5 12 Natural valley or drainageway 0 05 1 15 • 13 Second or greater order channel on existing USGS or NRCS map or other documented evidence No = 0 • Yes = 3 Man -made ditches are not rated, see discussions in manual B Hvdroloav (Subtotal= 11 14 Groundwater flow /discharge 0 1 2 • 3 15 Water in channel and > 48 hrs since rain, or Water in channel -- dry or growing season 0 1 2 3 • 16 Leaflitter 15 • 1 05 0 17 Sediment on plants or debris 0 05 1 1 5 • 18 Organic debris lines or piles (Wrack lines) 0 05 1 1 5 • 19 Hydric soils (redoximorphic features) present? No = 0 • Yes= 1 5 C Biologv (Subtotal= 12 ) 20b Fibrous roots in channel 3 • 2 1 0 21 b Rooted plants in channel 3 • 2 1 0 22 Crayfish 0 05 1 1 5 • 23 Bivalves 0 1 • 2 3 24 Fish 0 05 1• 15 25 Amphibians 0 05 1• 1 5 26 Macrobenthos (note diversity and abundance) 0 05 1• 1 5 27 Filamentous algae, periphyton 0 • 1 2 3 28 Iron oxidizing bacteria /fungus 0 • 05 1 15 29 b Wetland plants in streambed ✓FAC = 0 5, FACW = 0 75, OBL = 1 5 SAV = 2 0, Other = 0 Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants Notes (use back side of this form for additional notes ) sketch Reference to Figure 1 Stream S1 - Little Creek. Sand bed stream displaying signs of incision, flash flood events due to development within the watershed, and some banks are actively degrading. Stream Crossing S1, Little Creek US,ACE 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 OWASA 2. Evaluator's name Pete Stafford and Hal Bain 3. Date of evaluation 1/06/14 5. Name of stream Little Creek 7. Approximate drainage area >1000 acres 9. Length of reach evaluated 11. Site coordinates (if known) prefer in decimal degrees Latitude (ex 34 872312). 35 921393 4. Time of evaluation Mid Day 6. River basin Cape Fear 8. Stream order >3 10. County Orange 12. Subdivision name (if any) N/A Longitude (ex -77 556611) -7901881 Method location determined (circle) ✓❑GPSE]Topo Sheet ❑Ortho (Aerial) Photo /GIS []Other GIS Other 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location) Little Creek, Chapel Hill, NC - Next to soccer field and OWASA pump station 14. Proposed channel work (if any) Installation and stabilization of utility line crossing 15. Recent weather conditions Rain within a week of site visit 16. Site conditions at time of visit Clear, 38 degrees, moderate wind 17. Identify any special waterway classifications known laection 10 ECidal Waters ❑Essential Fisheries Habitat Trout Waters ❑Outstanding Resource Waters ❑✓ Nutrient Sensitive Waters ✓❑,Water Supply Watershed LI(I -IV) 18. Is there a pond or lake located upstream of the evaluation pomt7QYES NC If yes, estimate the water surface area 19. Does channel appear on USGS quad map9QYES NOQ 20. Does channel appear on USDA Soil Survey9DYES NO❑ 21. Estimated watershed land use 70 % Residential 20 % Commercial % Industrial % Agricultural 10 % Forested % Cleared / Logged _% Other ( ) 22. Bankfull width 15 -20' 23 Bank height (from bed to top of bank) 3 -6' 24. Channel slope down center of stream ❑Flat (0 to 2 %) aGentle (2 to 4 %) ❑Moderate (4 to 10 %) Elteep (>I 0%) 25. Channel sinuosity Straight Occasional bends aFrequent meander Very 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): 74 Comments: Little Creek is a jurisdiction stream channel Stream St Little Creek is a sand bed stream system This stream is incised and has actively degrading banks in some areas Aggradation was observed on some in stream bars and point bars haw "�.� .se ",. Evaluator's Signature Pete Stafford _�;" " "" "" °" 'Xa4'" ®ate 1 /06/14 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 USAGE 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 ',. 1. j f ✓�. 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SAC; -Ue_i i a. � �tru,� � , ti+_ �? ,! . ,.?�`€ , x .;. , `� a ,f z. �,, Notes on Characteristics Identified in Assessment Worksheet 1 Consider channel flow with respect to channel cross - sectional area (expected flow), drainage area, recent precipitation, potential drought conditions, surrounding land use, possible water withdrawals, presence of impoundments upstream, vegetation growth in channel bottom (as indicator of intermittent flow), etc. 2 Human - caused alterations may include relocation, channelization, excavation, riprap, gabions, culverts, levees, berms, spoil piles adjacent to channel, etc. 3 The riparian zone is the area of vegetated land along each side of a stream or river that includes, but is not limited to, the floodplain. Evaluation should consider width of riparian area with respect to floodplain width, vegetation density, maturity of canopy and understory, species variety, presence of undesirable invasive species (exotics), breaks (utility corridors, roads, etc ), presence of drainage tiles, logging activities, other disturbances which negatively affect function of the riparian zone. 4 Evidence of nutrient or chemical discharges includes pipes, ditches, and direct draining from commercial and industrial sites, agricultural fields, pastures, golf courses, swimming pools, roads, parking lots, etc. Sewage, chlorine, or other foul odors, discolored water, suds, excessive algal growth may also provide evidence of discharge. 5 Groundwater discharge may be indicated by persistent pools and saturated soils during dry weather conditions, presence of adjacent wetlands, seeps, and springs feeding channel, reduced soils in channel bottom. 6. Presence of floodplains may be determined by topography and the slope of the land adjacent to the stream, terracing, the extent of development within the floodplain, FEMA designation if known, etc. 7 Indicators of floodplain access include sediment deposits, wrack lines, drainage patterns in floodplain, local stream gauge data, testimony of local residents, entrenchment ratio, etc Note that indicators may relic and not a result of regular flooding 8 Wetland areas should be evaluated according to their location, size, quality, and adjacency relative to the stream channel, and may be indicated by beaver activity, impounded or regularly saturated areas near the stream, previous delineations, National Wetland Inventory maps, etc. (Wetlands must meet criteria outlined in 1987 delineation manual and are subject to USACE approval ) 9 Channel sinuosity should be evaluated with respect to the channel size and drainage area, valley slope, topography, etc 10 To evaluate sediment deposition within the channel consider water turbidity, depth of sediment deposits forming at point bars and in pools, evidence of eroding banks or other sediment sources within watershed (construction sites, ineffective erosion controls) In rare cases, typically downstream of culverts or dams, a sediment deficit may exist and should be considered in scoring 11. When looking at channel substrate, factor in parent material (presence of larger particles in soil horizons adjacent to the stream), average size of substrate (bedrock, clay /silt, sand, gravel, cobble, boulder, etc ), and diversity of particle size (riprap is excluded) 12 Indications of channel incision and deepening may include a v- shaped channel bottom, collapsing banks, evidence of recent development and increased impervious surface area resulting in greater runoff in the watershed. 13 Evaluation should consider presence of major bank failures along the entire reach under evaluation, including uprooted trees on banks, banks falling into channel, formation of islands in channel as they widen, exposed soil, active zones of erosion, etc. 14 Increased root depth and density result in greater bank stability. Consider the depth and density that roots penetrate the bank relative to the amount of exposed soil on the bank and the normal water elevation. 15 Assessment of agriculture, livestock, and/or timber production impacts should address areas of stream bank destabilization, evidence of livestock in or crossing stream, loss of riparian zone to pasture or agricultural fields, evidence of sediment or high nutrient levels entering streams, drainage ditches entering streams, loss of riparian zone due to logging, etc. 16 Riffle -pool steps can be identified by a series of alternating pools and riffles. Abundance, frequency, and relative depth of riffles and pools should be considered with respect to topography (steepness of terrain) and local geology (type of substrate). Coastal plain streams should be evaluated for the presence of ripple -pool sequences. Ripples are bed forms found in sand bed streams with little or no gravel that form under low shear stress conditions, whereas, dunes and antidunes form under moderate and high shear stresses, respectively Dunes are the most common bed forms found in sand bed streams 17 Habitat complexity is an overall evaluation of the variety and extent of in-stream and riparian habitat. Types of habitat to look for include rocks /cobble, sticks and leafpacks, snags and logs in the stream, root mats, undercut banks, overhanging vegetation, pool and riffle complexes, wetland pockets adjacent to channel, etc 18. Evaluation should consider the shading effect that riparian vegetation will provide to the stream during the growing season Full sun should be considered worst case, while good canopy coverage with some light penetration is best case. 19 Stream embeddedness refers to the extent that sediment that has filled in gaps and openings around the rocks and cobble in the streambed The overall size of the average particle in the streambed should be considered (smaller rocks will have smaller gaps) 20 Evaluation should be based on evidence of stream invertebrates gathered from multiple habitats Scores should reflect abundance, taxa richness, and sensitivity of stream invertebrate types (see attached examples of common stream invertebrates on page 4). 21 Evaluation should include evidence of amphibians in stream channel Tadpoles and frogs should receive minimum value, while salamanders, newts, etc may be assigned higher value 22. Evaluation of fish should consider the frequency and, if possible, the variety of different fish taxa observed 23 Evaluation of wildlife should include direct observation or evidence (tracks, shells, droppings, burrows or dens, hunting stands, evidence of fishing, etc ) of any animals using the streambed or riparian zone, to include small and large mammals, rodents, birds, reptiles, insects, etc Common Stream Invertebrates Sensitive Taxa — Pollution sensitive organisms that may be found in good quality water. V Rf k r JT1; _ r Caddisfly Mayfly Stonefly Dobsontly Riffle Beetle Water Penny Gilled Snail Somewhat Tolerant Taxa — Somewhat pollution tolerant oreanisms that may be found in good or I� Beetle Larva Clam Sowbug Cranefly i 6�1 Crayfish Damselfly Nymph Scud Dragon Fly Nymph Tolerant Taxa — Pollution tolerant organisms that may be found in any quality water. k� t Blackfly Larva Leech Midge Fly Larva e � Aquatic Worn Pouch & Pond Snail 4 North Carolina Division of Water Quality — Stream Identification Form; OWASA - Little Creek - Stream Version 3.1 S2, UT to Little Creek Date: 1/06/14 Project OWASA Little Creek Latitude: 35.921107 Evaluator: Pete Stafford and Hal Bain site. Stream Crossing S2 Longitude: - 7901881 Total Points: Other Stream is at least intermittent 31 county: Orange e Quad Name: Chapel HIII if ? 19 or perennial if 2: 30 A Geomorphology (Subtotal = ) Absent Weak Moderate Strong 1a Continuous bed and bank 0 1 2 • 3 2 Sinuosity 0 1 • 2 3 3 In- channel structure riffle -pool sequence 0 1 • 2 3 4 Soil texture or stream substrate sorting 0 1 • 2 3 5 Active /relic floodplain 0 1 2 3 • 6 Depositional bars or benches 0 1 • 2 3 7 Braided channel 0 • 1 2 3 8 Recent alluvial deposits 0 1 2 • 3 9 a Natural levees 0 1 2 • 3 10 Headcuts 0 • 1 2 3 11 Grade controls 0 05 • 1 1 5 12 Natural valley or drainageway 0 05 1 15 • 13 Second or greater order channel on existing USGS or NRCS map or other documented evidence • No = 0 Yes = 3 Man -made ditches are not rated, see discussions in manual B Hvdroloav (Subtotal = 8 ) 14 Groundwater flow /discharge 0 1 2 • 3 15 Water in channel and > 48 hrs since rain, or Water in channel -- dry or growing season 0 1 2 • 3 16 Leaflitter 15 1 05 • 0 17 Sediment on plants or debris 0 05 1 • 1 5 18 Organic debris lines or piles (Wrack lines) 0 05 1 • 1 1 5 19 Hydric soils (redoximorphic features) presents I No = 0 1 • Yes= 1 5 C Bioloav (Subtotal = 8 ) 20b Fibrous roots in channel 3 2 • 1 0 2 1 b Rooted plants in channel 3 2 1 • 0 22 Crayfish 0 05 1 1 5 • 23 Bivalves 0 • 1 2 3 24 Fish 0 05 1• 15 25 Amphibians 0 05 1 • 15 26 Macrobenthos (note diversity and abundance) 0 05 1 • 15 27 Filamentous algae, periphyton 0 • 1 2 3 28 Iron oxidizing bacteria /fungus 0 • 05 1 1 5 29b Wetland plants in streambed VFAC = 0 5, FACW = 0 75, OBL = 1 5 SAV = 2 0, Other = 0 " Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants Notes (use back side of this form for additional notes ) sketch Reference to Figure 1 Stream S2 - UT to Little Creek - Is a silt bed stream with no active signs of degradation It is possible this channel is a relic stream bed Stream Crossing S2, UT to Little Creek j USACE AID# DWQ # Site # (indicate on attached map) fl-231 STREAM QUALITY ASSESSMENT WORKSHEET 4 J Provide the following information for the stream reach under assessment: 1. Applicant's name OWASA 2. Evaluator's name Pete Stafford and Hal Bain 3. Date of evaluation 1/06/14 5. Name of stream UT to Little Creek 7. Approximate drainage area '1000 acres 9. Length of reach evaluated 11. Site coordinates (if known) prefer in decimal degrees Latitude (ex 34 872312) 35 921107 4. Time of evaluation Mid Day 6. River basin Cape Fear 8. Stream order 10. County Orange 12. Subdivision name (if any) N/A Longitude (ex -77 556611) -79 017527 Method location determined (circle) ❑✓ GPS ❑Topo Sheet ❑Ortho (Aerial) Photo /GIS []Other GIS ❑Other 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location) Little Creek, Chapel Hill, NC (See Figure 1) 14. Proposed channel work (if any) Installation and stabilization of utility line crossing 15. Recent weather conditions Rain within a week of site visit 16. Site conditions at time of visit Clear, 38 degrees, moderate wind 17. Identify any special waterway classifications known. Lbection 10 ❑Tidal Waters ❑Essential Fisheries Habitat ❑trout Waters ❑Outstanding Resource Waters IZI Nutrient Sensitive Waters aWater Supply Watershed ❑(I -IV) 18. Is there a pond or lake located upstream of the evaluation point9❑YES NC[ ]If yes, estimate the water surface area 19. Does channel appear on USGS quad map ?❑YES NO❑ 20. Does channel appear on USDA Soil Survey ?❑YES No El 21. Estimated watershed land use 70 % Residential 20 % Commercial _% Industrial % Agricultural 10 % Forested % Cleared / Logged % Other 22. Bankfull width 15 -20' 23 Bank height (from bed to top of bank) 3 -6' 24. Channel slope down center of stream ❑✓ Flat (0 to 2 %) ❑Gentle (2 to 4 %) ❑Moderate (4 to 10 %) ❑teep ( >10 %) 25. Channel sinuosity QStraight ❑Occasional bends ❑Frequent meander ❑Very 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): 50 Comments: S2, UT to Little Creek This channel is a silt bed channel with leaf litter and organic matenal substrate It is possible this channel was a relic main channel of Little Creek Evaluator's Signature Pete Stafford Date 1/06/14 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. 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' ._.+ (�+`1!�'_ +� •X'2'� 1 ..l�li+rl 1� +.,•, ei�1 265 '^i��i� ,1�r +�2a ± +11. �i - , ;, I 3. 7 ((�may ✓� —7 ( { �. ?= u`•h" ,�'- C, p ',41.,�+i,r=4w7 1� I� , -- a f.t i� 1 �f' .,�!} i �j `'S =S 01F, f { �i_._� .t. +. I L� `.,+. i 4t. 4a ± F$ j ' %?_i �-�`7i ( S.:~•j� µ' �� i. _ � r�� G: ���.: a ! { � '����f I .! _��•' '1 �11f tl . 1. .�D,1 li ,'� � y � ' �� t 5'L��� �� .'�i, }4t�Y5`��+ +� , r Notes on Characteristics Identified in Assessment Worksheet 1 Consider channel flow with respect to channel cross - sectional area (expected flow), drainage area, recent precipitation, potential drought conditions, surrounding land use, possible water withdrawals, presence of impoundments upstream, vegetation growth in channel bottom (as indicator of intermittent flow), etc. 2 Human - caused alterations may include relocation, channelization, excavation, riprap, gabions, culverts, levees, berms, spoil piles adjacent to channel, etc 3 The riparian zone is the area of vegetated land along each side of a stream or river that includes, but is not limited to, the floodplain Evaluation should consider width of riparian area with respect to floodplain width, vegetation density, maturity of canopy and understory, species variety, presence of undesirable invasive species (exotics), breaks (utility corridors, roads, etc ), presence of drainage tiles, logging activities, other disturbances which negatively affect function of the riparian zone. 4 Evidence of nutrient or chemical discharges includes pipes, ditches, and direct draining from commercial and industrial sites, agricultural fields, pastures, golf courses, swimming pools, roads, parking lots, etc. Sewage, chlorine, or other foul odors, discolored water, suds, excessive algal growth may also provide evidence of discharge 5 Groundwater discharge may be indicated by persistent pools and saturated soils during dry weather conditions, presence of adjacent wetlands, seeps, and springs feeding channel, reduced soils in channel bottom 6. Presence of floodplains may be determined by topography and the slope of the land adjacent to the stream, terracing, the extent of development within the floodplam, FEMA designation if known, etc 7. Indicators of floodplam access include sediment deposits, wrack lines, drainage patterns in floodplam, local stream gauge data, testimony of local residents, entrenchment ratio, etc. Note that indicators may relic and not a result of regular flooding. 8. Wetland areas should be evaluated according to their location, size, quality, and adjacency relative to the stream channel, and may be indicated by beaver activity, impounded or regularly saturated areas near the stream, previous delineations, National Wetland Inventory maps, etc. (Wetlands must meet criteria outlined in 1987 delineation manual and are subject to USACE approval ) 9. Channel sinuosity should be evaluated with respect to the channel size and drainage area, valley slope, topography, etc 10 To evaluate sediment deposition within the channel consider water turbidity, depth of sediment deposits forming at point bars and in pools, evidence of eroding banks or other sediment sources within watershed (construction sites, ineffective erosion controls). In rare cases, typically downstream of culverts or dams, a sediment deficit may exist and should be considered in scoring. 11 When looking at channel substrate, factor in parent material (presence of larger particles in soil horizons adjacent to the stream), average size of substrate (bedrock, clay /silt, sand, gravel, cobble, boulder, etc ), and diversity of particle size (riprap is excluded) 12 Indications of channel incision and deepening may include a v- shaped channel bottom, collapsing banks, evidence of recent development and increased impervious surface area resulting in greater runoff in the watershed. 13 Evaluation should consider presence of mayor bank failures along the entire reach under evaluation, including uprooted trees on banks, banks falling into channel, formation of islands in channel as they widen, exposed soil, active zones of erosion, etc 14 Increased root depth and density result in greater bank stability. Consider the depth and density that roots penetrate the bank relative to the amount of exposed soil on the bank and the normal water elevation. 15. Assessment of agriculture, livestock, and/or timber production impacts should address areas of stream bank destabilization, evidence of livestock in or crossing stream, loss of riparian zone to pasture or agricultural fields, evidence of sediment or high nutrient levels entering streams, drainage ditches entering streams, loss of riparian zone due to logging, etc. 16. Riffle -pool steps can be identified by a series of alternating pools and riffles. Abundance, frequency, and relative depth of riffles and pools should be considered with respect to topography (steepness of terrain) and local geology (type of substrate) Coastal plain streams should be evaluated for the presence of ripple -pool sequences. Ripples are bed forms found in sand bed streams with little or no gravel that form under low shear stress conditions, whereas, dunes and antidunes form under moderate and high shear stresses, respectively Dunes are the most common bed forms found in sand bed streams. 17 Habitat complexity is an overall evaluation of the variety and extent of in-stream and riparian habitat. Types of habitat to look for include rocks /cobble, sticks and leafpacks, snags and logs in the stream, root mats, undercut banks, overhanging vegetation, pool and riffle complexes, wetland pockets adjacent to channel, etc. 18. Evaluation should consider the shading effect that riparian vegetation will provide to the stream during the growing season Full sun should be considered worst case, while good canopy coverage with some light penetration is best case 19 Stream embeddedness refers to the extent that sediment that has filled in gaps and openings around the rocks and cobble in the streambed. The overall size of the average particle in the streambed should be considered (smaller rocks will have smaller gaps). 20. Evaluation should be based on evidence of stream invertebrates gathered from multiple habitats Scores should reflect abundance, taxa richness, and sensitivity of stream invertebrate types. (see attached examples of common stream invertebrates on page 4). 21. Evaluation should include evidence of amphibians in stream channel. Tadpoles and frogs should receive minimum value, while salamanders, newts, etc. may be assigned higher value 22. Evaluation of fish should consider the frequency and, if possible, the variety of different fish taxa observed. 23. Evaluation of wildlife should include direct observation or evidence (tracks, shells, droppings, burrows or dens, hunting stands, evidence of fishing, etc ) of any animals using the streambed or riparian zone, to include small and large mammals, rodents, birds, reptiles, insects, etc Common Stream Invertebrates Sensitive Taxa — Pollution sensitive organisms that may be found in good quality water. Caddisfly Mayfly Stonefly T, Dobsonfly Riffle Beetle Water Penny Gilled Snail Somewhat Tolerant Taxa — Somewhat pollution tolerant organisms that may be found in good or F y Beetle Larva Clam Sowbug Cranefly j Crayfish Damselfly Nymph Scud Dragon Fly Nymph Tolerant Taxa — Pollution tolerant organisms that may be found in anv quality water. Fr r Blackfly Larva Leech Midge Fly Larva t Aquatic Worm Pouch & Pond Snail 4 Wetland Wl WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region Project/Site OWASA - Little Creek City /County Orange Sampling Date 01/06/2014 Applicant/Owner OWASA State NC Sampling Point W1 Investigator(s) Pete Stafford and Hal Bain Section, Township, Range Chapel Hill Landform (hillslope, terrace, etc) Riparian Local relief (concave, convex, none) Concave /None Slope ( %) <5 Subregion (LRR or MLRA) LRR -N Lat Long Datum WGS Sod Map Unit Name NWI classification Are climatic / hydrologic conditions on the site typical for this time of year? Yes❑No ❑ (If no, explain in Remarks ) Are Vegetation ❑, Sod ❑, or Hydrology significantly disturbed? No Are "Normal Circumstances" present? Yes 5 I No ❑ Are Vegetation Sod ❑, or Hydrology naturally problematic? No (If needed, explain any answers in Remarks) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes ✓ No Is the Sampled Area Hydnc Sod Present? Yes tv( ✓ No within a Wetland? Yes F✓ No Wetland Hydrology Present? Yes No Sparse vegetation on W1, however soils and hydrologic indicators represent a strong indication of a jurisdictional wetland. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ ❑ Surface Sod Cracks (B6) Sparsely Vegetated Concave Surface (B8) Primary Indicators (minimum of one is required, check all that apply) ❑ Surface Water (Al) ❑ True Aquatic Plants (B14) ❑ High Water Table (A2) ❑ Hydrogen Sulfide Odor (Cl) ✓❑ Drainage Patterns (1310) ❑✓ Saturation (A3) ✓❑ Oxidized Rhizospheres on Living Roots (C3) ❑ Moss Trim Lines (616) ❑ Water Marks (B1) ❑ Presence of Reduced Iron (C4) ❑ Dry- Season Water Table (C2) ❑ Sediment Deposits (132) ❑ Recent Iron Reduction in Tilled Sods (C6) ❑ Crayfish Burrows (C8) ❑ Drift Deposits (B3) ❑ Thin Muck Surface (C7) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Algal Mat or Crust (134) ❑ Other (Explain in Remarks) ❑ Stunted or Stressed Plants (D1) ❑ Iron Deposits (135) ❑ Geomorphic Position (D2) ❑ Inundation Visible on Aerial Imagery (137) ❑ Shallow Aqudard (D3) F,7( Water - Stained Leaves (B9) ❑ Microtopographic Relief (D4) ❑ Aquatic Fauna (B13) ❑FAC- Neutral Test (D5) Field Observations. Surface Water Present? Yes ❑ No ✓ Depth (inches) N/A Water Table Present? Yes No ✓ Depth (inches) N/A 8 Wetland Hydrology Present? Yes F71 No= Saturation Present? Yesm No Depth (inches) (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available N/A Remarks Wetland W1 meets /exceeds minimum wetland hydrology criteria. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 VEGETATION (Four Strata) — Use scientific names of plants. Tree Stratum (Plot size 300 sq ft ) 1 Carpinus carokniana 2 3 4 5 6 7 50% of total cover 2 5 Sapling /Shrub Stratum (Plot size N/A 1 2 3 4 5 6 7 8 9 50% of total cover Herb Stratum (Plot size N/A ) 1 2 3 4 5 6 7 8 9 10 11 50% of total cover Woody Vine Stratum (Plot size N/A ) 1 2 3 4 5 Absolute Dominant Indicatoi % Cover Species? Status 5 FAC = i otai cover 20% of total cover 1 N/A = Total Cover 20% of total cover N/A = Total Cover 20% of total cover N/A = Total Cover 50% of total cover N/A 20% of total cover N/A Remarks (Include photo numbers here or on a separate sheet ) Hydrophytic vegetation Is present within Wetland W1 Sampling Point. W1 Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC 1 (A) Total Number of Dominant Species Across All Strata 1 (B) Percent of Dominant Species That Are OBL, FACW, or FAC 100 (A1B) Total % Cover of Multiply by OBL species x 1 = 0 FACW species x 2 = 0 FAC species 1 x 3 = 3 FACU species x 4 = 0 UPL species x 5 = 0 Column Totals (A) 3 (B) Prevalence Index = B/A = 3 Hydrophytic Vegetation Indicators. ❑ 1 - Rapid Test for Hydrophytic Vegetation ❑ 2 - Dominance Test is >50% ❑✓ 3 - Prevalence Index is s3 0' ❑ 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) ❑ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydnc soil and wetland hydrology must be present, unless disturbed or problematic Definitions of Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in (7 6 cm) or more in diameter at breast height (DBH), regardless of height Sapling /Shrub - Woody plants, excluding vines, less than 3 in DBH and greater than or equal to 3 28 ft (1 m) tall Herb - All herbaceous (non- woody) plants, regardless of size, and woody plants less than 3 28 ft tall Woody vine - All woody vines greater than 3 28 ft in Hydrophytic Vegetation Present? Yes LL No ❑ US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 r SOIL Sampling Point W1 Profile Description (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color( oist) % Color (moist) % Tvoe Loc Texture Remarks 0 -4 10yr 4/4 80 7 5yr 4/6 20 C m Sandy Clay Loam 4 -12+ 10yr 4/2 80 7 5yr 4/6 20 C M Sandy Clay Loam 'Type C= Concentration, D= Depletion, RM= Hydric Sod Indicators: [] Histosol (Al) D Histic Epipedon (A2) Black Histic (A3) [] Hydrogen Sulfide (A4) ED Straoied Layers (A5) 2 cm Muck (A10) (LRR N) C1 Depleted Below Dark Surface (A11) O Thick Dark Surface (Al2) 0 Sandy Mucky Mineral (S1) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) Sandy Redox (S5) Stripped Matrix (S6) Type Depth (inches) educed Matrix, MS= Masked Sand Grains 'Location PL =Pore Lining, M =Matrix Indicators for Problematic Hydric Sods' [] Dark Surface (S7) 0 2 cm Muck (A10) (MLRA 147) D Polyvalue Below Surface (S8) (MLRA 147, 148) Q Coast Prairie Redox (A16) Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148) Loamy Gleyed Matrix (F2) D Piedmont Floodplain Soils (F19) Depleted Matrix (F3) (MLRA 136, 147) 0 Redox Dark Surface (F6) D Very Shallow Dark Surface (TF12) Depleted Dark Surface (F7) Other (Explain in Remarks) Q Redox Depressions (F8) Iron - Manganese Masses (F12) (LRR N, MLRA 136) [] Umbric Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, 0 Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic Hydric soils present within Wetland W1. Hydric Sod Present? Yes Q No ❑ US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 .9 Upland Form W2 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Project/Site OWASA - Little Creek City /County Orange Sampling Date 01/06/2014 Applicant/Owner OWASA State NC Sampling Point Upland Investigator(s) Pete Stafford and Hal Bain Section, Township, Range Chapel Hill Landform (hdlslope, terrace, etc ) Riparian Local relief (concave, convex, none) Concave /None Slope ( %) <5 Subregion (LRR or MLRA) LRR -N Lat 35 921585 Long -79 0142 Datum WGS Sod Map Unit Name Chewacla NWI classification N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes ❑✓ No ❑ (If no, explain in Remarks ) Are Vegetation ❑, Sod or Hydrology ❑ significantly disturbed? No Are "Normal Circumstances" present? Yes M No ❑ Are Vegetation ❑ Sod Q, or Hydrology naturally problematic? No (If needed, explain any answers in Remarks) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No MV Is the Sampled Area r �_ Hydnc Sod Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Upland form for W2. Hydrophytic vegetation, hydric soils, and wetland hydrology are not present at this location. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) ❑ ❑ Surface Sod Cracks (66) Sparsely Vegetated Concave Surface (68) Primary Indicators (minimum of one is required, check all that apply) ❑ Surface Water (Al) ❑ True Aquatic Plants (614) ❑ High Water Table (A2) ❑ Hydrogen Sulfide Odor (Cl) ❑ Drainage Patterns (610) ❑ Saturation (A3) ❑ Oxidized Rhizospheres on Living Roots (C3) ❑ Moss Trim Lines (616) ❑ Water Marks (61) ❑ Presence of Reduced Iron (C4) ❑ Dry- Season Water Table (C2) ❑ Sediment Deposits (62) ❑ Recent Iron Reduction in Tilled Sods (C6) ❑ Crayfish Burrows (C8) ❑ Drift Deposits (63) ❑ Thin Muck Surface (C7) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Algal Mat or Crust (64) ❑ Other (Explain in Remarks) ❑ Stunted or Stressed Plants (D1) ❑ Iron Deposits (65) ❑ Geomorphic Position (D2) ❑ Inundation Visible on Aerial Imagery (137) ❑ Shallow Aquitard (D3) ❑ Water - Stained Leaves (139) ❑ Microtopographic Relief (D4) ❑ Aquatic Fauna (1313) ❑✓ FAC- Neutral Test (D5) Field Observations: Surface Water Present? Yes ❑ No M Depth (inches) N/A . Water Table Present? Yes= No I ✓ I Depth (inches) NIA ✓ N/A Hydrology Present? Yes No ❑ Saturation Present? Yes No Depth (inches) Wetland (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available N/A Remarks Upland form. Wetland hydrology criteria not present. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0 LZ am VEGETATION (Four Strata) - Use scientific names of plants. r Sampling Point Upland Form W2 Remarks (Include photo numbers here or on a separate sheet ) Upland form. Hydrophytic vegetation is not present. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size 300 sq ft ) % Cover Species? Status Number of Dominant Species 1 Ouercus alba 15 FACU ✓ 1 That Are OBL, FACW, or FAC (A) 2 Lrnodendron tulrprfera 15 FACU 3 Carya ovata 15 �/ _ FACU Total Number of Dominant 5 Species Across All Strata (B) 4 Prnus taeda 15 FAC Percent of Dominant Species 5 That Are OBL, FACW, or FAC 20 (A /B) 6 Prevalence Index worksheet. 7 60 = Total Cover Total % Cover of Multiply by 50% of total cover 30 20% of total cover 12 OBL species x 1 = 0 Sapling /Shrub Stratum (Plot size N/A FACW species x 2 = 0 1 FAC species 1 x 3= 3 2 FACU species 3 x 4 = 12 3 UPL species x 5 = 0 4 Column Totals 4 (A) 15 (B) 5 Prevalence Index = B/A = 3 75 6 Hydrophytic Vegetation Indicators: 7 ❑ 1 -Rapid Test for Hydrophytic Vegetation 8 ❑ 2 - Dominance Test is >50 °6 9 F-13 - Prevalence Index is 53 0' N/A = Total Cover ❑ 4 - Morphological Adaptations' (Provide supporting 50% of total cover 20% of total cover N/A data in Remarks or on a separate sheet) Herb Stratum (Plot size ) ❑ Problematic Hydrophytic Vegetation' (Explain) 1 Fescue sp 30 ✓ N/A 2 'Indicators of hydnc soil and wetland hydrology must 3 be present, unless disturbed or problematic 4 Definitions of Four Vegetation Strata: 5 6 Tree - Woody plants, excluding vines, 3 in (7 6 cm) or more in diameter at breast height (DBH), regardless of 7 height 8 Sapling /Shrub - Woody plants, excluding vines, less 9 than 3 in DBH and greater than or equal to 3 28 ft (1 10 m) tall 11 Herb - All herbaceous (non- woody) plants, regardless 30 = Total Cover of size, and woody plants less than 3 28 ft tall 50% of total cover 15 20% of total cover 6 N/A Woody vine - All woody vines greater than 3 28 ft in Woody Vine Stratum (Plot size ) height 1 2 3 4 Hydrophytic 5 Vegetation D N/A = Total Cover Present? Yes No 50% of total cover N/A 20% of total cover N/A Remarks (Include photo numbers here or on a separate sheet ) Upland form. Hydrophytic vegetation is not present. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 SOIL Sampling Point IPWd F.—w2 Profile Description (Describe to the depth needed to document the indicator or confirm the absence of indicators) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type, Loc Texture Remarks 0 -2 10yr 4/4 100 Clay Loam 4 -12+ 7 5yr 6/6 100 Clay Hydric Sod Indicators: jD Histosol (Al) O Histic Epipedon (A2) M Black Histic (A3) Fq J] Hydrogen Sulfide (A4) Gi Stratified Layers (A5) 2 cm Muck (A10) (LRR N) Depleted Below Dark Surface (Al 1) Thick Dark Surface (Al2) D Sandy Mucky Mineral (S1) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) Sandy Redox (S5) Stripped Matrix (S6) Restrictive Layer (if observed): Type Depth (inches) RM= Reduced 2Location PL =Pore Lining, M =Matrix Indicators for Problematic Hydric Sc = Dark Surface (S7) Q 2 cm Muck (A10) (MLRA 147) Q Polyvalue Below Surface (S8) (MLRA 147, 148) Coast Prairie Redox (A16) �Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148) M Loamy Gleyed Matrix (F2) Piedmont Floodplam Sods (F19) Depleted Matrix (F3) (MLRA 136,147%1 0 Redox Dark Surface (F6) Very Shallow Dark Surface (TF12) r-1 Depleted Dark Surface (F7) ED Other (Explain in Remarks) Q Redox Depressions (F8) Iron - Manganese Masses (F12) (LRR N, MLRA 136) Q Umbric Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and Piedmont Floodplam Soils (F19) (MLRA 148) wetland hydrology must be present, D Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic Remarks Upland Form. Hydric soils not present. Hydric Soil Present? Yes 2l No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 OWASA - Little Creek Wetland 2 WETLAND RATING WORKSHEET Fourth Version Project Name OWASA - Little creek County Orange Name of evaluator Pete Stafford and Hal Bain Wetland location on pond or lake ✓ on perennial stream on intermittent stream within interstream divide other: Nearest Road 15/501 Wetland area <1 acres Wetland width 60 feet Soil series: N/A "predominantly organic - humus, muck, or peat ✓ predominantly mineral - non -sandy predominantly sandy Hydraulic factors steep topography ditched or channelized total wetland width > 100 feet Wetland t, pe (select one)* ✓ Bottomland hardwood forest Headwater forest Swamp forest Wet flat Pocosin Bog forest Date 01/06/14 Adjacent land use within '/2 mile upstream, upslope, or radius) ✓ forested/natural vegetation 95 % ✓ agriculture, urban/suburban 3 % ✓ impervious surface 2 % Dominant vegetation (1) Quercus phellos (2) Liqutdambar styraci.Jlua (3) Fescue sp Flooding and wetness 0 semipermanently to permanently flooded or inundated ✓ seasonally flooded or inundated intermittently flooded or temporary surface water no evidence of flooding or surface water Pine savanna Freshwater marsh Bog /fen Ephemeral wetland Carolina bay Other: The rating system cannot be applied to salt or brackish marshes or stream channels R Water storage 4 x 4.00 = 16 A Bank/Shoreline stabilization 1 x 4.00 = Wetland rating T Pollutant removal 4 ** x 5.00 = 20 a�at I Wildlife habitat 2 x 2.00 = N Aquatic life value 1 x 4.00 = 0, G Recreation/Education 3 x 1.00 = 0 i * * Add 1 point if in sensitive watershed and >10% nonpomt source disturbance within '/z mile upstream, upslope, or radius United States Department of the Interior I-ISH AND WILDLIFE SERVICE Raleigh Feld Office Po ,t Office Box 33726 Ralei`;h Noith Carolina 27636 -3726 April 4, 2014 Hal Bain RK &K 900 Ridgefield Drive, Suite 350 Raleigh, NC 27609 Re Boiinwood Drive a Little Creek Interceptors Replacement- (range County, ivC Dear Mr Bain This letter is to inform you that a list of all federally- protected endangered and threatened spectres with known occurrences in North Carolina is now available on the i t S Fish and Wildlife Service's (Service) web page at http / /vvwvvy fws gov /raleigh Therefore. it you have projects that occur within the Raleigh Field Of'fice's area of responsibiltty (see attached county list). you no longer need to contact the Raleigh Field Otiice for a list of federally- protected specter Our web page contains a complete and frequently updated list of all endangered and threatened species protected by the provisions of the Endangered Species Act of 1973. as amended (16 U.S C. 1531 et seq )(Act), and a list of federat species of concerns that are known to occur in each county in North Carolina. Section 7 of the Act requires that all federal agencies (or their designated non- federal representative), in consultation with the Service, insure that any action federally authorized. funded. or carried out by such agencies is not likely to jeopardize the continued existence of an-, federally- listed endangered or threatened species A biological assessment or evaluation may be prepared to fulfill that requirement and in deteri-rn mric, whether additional consultation with the Service is necessary In addition to the federally- protected species list, information on the species' life histories and habitats and information on completing a biological assessment or evaluation and can be found on Our web page at http I /ww-w fws gov/raleigh Please check the web site often for updated information or changes_ t The term tedetat species of concern' ieferi to those Species which the Seivice believes might be in need of concentrated conservation actions Federal species of concern ieeeive no legal protection and their designation does not necessarily imply that the species will eventually be pioposed for listing as a federally endangered or threatened species I lowever, we recommend that all practicable measures be taken to avoid or minimize adverse impacts to federal species of concern V I, t If your project contains suitable habitat for any of the federally - listed species known to be present within the county where your project occurs, the proposed action has the potential to adversely affect those species. As such, we recommend that surveys be conducted to determine the species' presence or absence within the project area The use of North Carolina Natural Heritage program data should not be substituted for actual field surveys If you determine that the proposed action may affect (i.e , likely to adversely affect or not likely to adversely affect) a federally - protected species, you should notify this office with your determination, the results of your surveys, survey methodologies, and an analysis of the effects of the action on listed species, including consideration of direct, indirect, and cumulative effects, before conducting any activities that might affect the species if you determine that the proposed action will have no effect (i e , no beneficial or adverse, direct or indirect effect) on federally listed species, then you are not required to contact our office for concurrence (unless an Environmental Impact Statement is prepared) However, you should maintain a complete record of the assessment, including steps leading to your determination of effect, the qualified personnel: conducting the assessment. habitat conditions, site photographs, and any other related articles. With regard to the above - referenced project, we offer the following remarks Our comments are submitted pursuant to_ and in accordance with, provisions of the Endangered Species Act. Based on the information provided and other information available, it appears that the proposed action is not likely to adversely affect any federally - listed endangeied or threatened species, their formally designated critical habitat, or species currently proposed for listing under the Act at these sites We believe that the requirements of section 7(a)(2) of the Act have been satisfied for your project. Please remember that obligations under section 7 consultation must be reconsidered if (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered, (2) this action is subsequently modified in a manner that was not considered in this review; or, (3) a new species is listed or critical habitat determined that may be affected by the identified action. However, the Service is concerned about the potential impacts the proposed action might have on aquatic species Aquatic resources are highly susceptible to sedimentation Therefore, we recommend that all practicable measures be taken to avoid adverse impacts to aquatic species, including implementing directional boring methods and stringent sediment and erosion control measures. An erosion and sedimentation control plan should be submitted to and approved by the North Carolina Division of Land Resources, Land Quality Section prior to construction Erosion and sedimentation controls should be installed and maintained between the construction site and any nearby down- gradient surface waters. In addition, we recommend maintaining natural, vegetated buffers on all streams and creeks adjacent to the project site The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a copy can be found on our website at (http / /www fws gov /raleigh) to address and mitigate secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality We recommend that you consider this document in the development of your projects and in completing an initiation package for consultation (if necessary) •< 4 - . t We hope you find our web page useful and informative and that following the process described above will reduce the time required, and eliminate the need, for general correspondence for species' lists. If you have any questions or comments, please contact John Ellis of this office at (919) 856 -4520 ext 26 Sincerely, l Pete Benjamin Field Superb isor N z z N o m p A J"r""- ,. 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Q 2 Do, O O Q OJ -ow � OW O� ZtnZ O G Q Q O z LLI LLI a r r R~ Z S r F- p O p Z N w U J U J¢ p Z Q Z Lil W W JJ R} w Q W O O J m 0 0 0 R W d m Vl R Q W w V1 tnm W iU tnw4 l QO W Z a w f- z m d ° m Z 0 Q > ¢ z o ° _ z ° w oc� w� }vYi I-z w m� Zo m Z W W} W= O Im iN m� Q ° Q¢in w R wo U w R✓J Od mw Y _UZ O 00f-O f-NO W W N -D �vYi l-R w�orr lnwNSl -" a w d N O V l Z U w to woo o3avl In z[°¢o��vW,° W� S d OZmI -U W W 03 OOw = O d O Y S W a o OZ m O J W J N Q YL D m o �^ w¢ W 1- m o �mUOI_^woYw o R R� z o w w R w z x m o Q d Z � U � V Q d 0 w Q ¢ z r¢ In 2 w z � Z I� r � o Z= ~ NO Q W Q Ll U p H W f- 3 O E >wm w <n0 ZZ �Ow W OW m In Zm0 mmZ> W OL- W mp LLI LLI O N m Y Q O O m '^[nUw ��Ln L^�w�¢w✓Jro Fo Qvir- cJ W W U p L- J Q w Q W K O to W~ O J W m 0 - J° ¢ m J O W Z O Z w° j 0 J O m O Ul Q Z R j ro V1 U J O m O Q N p m 1- U w o O o M 2¢ OJ W-J W M p a U m> pl W O U N OQ W Z Q Z o M d W O Wj = d 41 m W w w d ,I,< m J J O m N In m J m 3 Q m z O z m? O Q m Q W °¢ m U ¢ m u Q Q m W S W J W W 2 O H Z m 2 U m0 O z J Q W O � Z . O W- Z W U N O Z W = O W > O Z } Q Z U o :5 W Z O w N N - w o -r o 1- W N O m[ i W O } Q z Z p U Q U ¢ Q V 1 Q J° a W O w 2 w OF- W O u z � J= U Q V1 J am m x r m W O W Z J N m 3 a LL w w m U ¢ U W Q o f O O O Z ¢ m O ° m mR g O W Z U W p W m =c�¢ O m O r O Q N W U w U N¢ ¢ O m 0 W Q W o O o - O m O o W 3 J Q m Q Q W O J v V J m L m S O m H J U I- I N W ¢ ~ ¢ a O N U Vl ¢ m to \ m 3 Y 'o Q Z¢ 0 w O o f- �w _ w O N 2 n J W O r 0 O W m m O O o t✓1 r-1 } V J ?o o O mr` Z O Q¢I- W zo ow'mR° ��w ¢ W O w O 3 U o 2 Z r 2 Q S Z w OZ CO z O Z o m 2 S W z r O O w U = W Q Z w m 0 l o m N ul J 3 Z a Q ¢¢ W a In = x J V.1 J m Q° m ✓) Q m Q t n s w~ J oo J X m J W G } Z W N W Q O \ U U 0 0 m O¢ V 1 Q Z Z 5_ J m Q Z J U O w O W oQ za �sJ ��a W O U- OW L n m U O G Z N 2 LLI LLI a r r R~ O z_ H Z¢ -I J W 0 J v3 Q W Z U Z to Z W Q W F. o Q ZtiOF- . � J ¢OJ Q S Y H Q wm O U� 2 �m Z � VI °10¢ U -I Jm U R ¢ °W ~ ° Zlwi w W L,J R W W W O w o Do o W R m o ¢ W V l N U Z V J V� R U N w Q Q O J m Z a w f- z m d ° m Z 0 Q > ¢ z o ° _ z ° w oc� w� }vYi I-z w m� Zo m Z W W} W= O Im iN m� Q ° Q¢in w R wo U w R✓J Od mw Y _UZ O 00f-O f-NO W W N -D �vYi l-R w�orr lnwNSl -" a w d N O V l Z U w to woo o3avl In z[°¢o��vW,° W� S d OZmI -U W W 03 OOw = O d O Y S W a o OZ m O J W J N Q YL D m o �^ w¢ W 1- m o �mUOI_^woYw o R R� z o w w R w z x m o Q d Z � U � V Q d 0 w Q ¢ z r¢ In 2 w z � Z I� r � o Z= ~ NO Q W Q Ll U p H W f- 3 O E >wm w <n0 ZZ �Ow W OW m In Zm0 mmZ> W OL- W mp LLI LLI O N m Y Q O O m '^[nUw ��Ln L^�w�¢w✓Jro Fo Qvir- cJ W W U p L- J Q w Q W K O to W~ O J W m 0 - J° ¢ m J O W Z O Z w° j 0 J O m O Ul Q Z R j ro V1 U J O m O Q N p m 1- U w o O o M 2¢ OJ W-J W M p a U m> pl W O U N OQ W Z Q Z o M d W O Wj = d 41 m W w w d ,I,< m J J O m N In m J m 3 Q m z O z m? O Q m Q W °¢ m U ¢ m u Q Q m W S W J W ' w Z m 2 O H 1- Z J m0 O z J Q W O O O . O W- Z W U N O Z W = O W > O V- O W Z O 2 J Z p N N - O G U Q 1- W N O m[ i W O m U Q z Z p m U m- Z N N J V 1 Q J° J W O a \m m w ¢ N z J r � m w OF- W O u z � J= J N 3 m a w w O O J O U W Z m W O W O m N w r O Z U W Q N p 41 V w m U ¢ U W N F'7 a Ln r w Q W w m c� m O _ O Q} m mR g O W w Q m =c�¢ 2 m O Q o o W � U N¢ Q W O Y \ O o - O w \ m } O K U J W m !-mJ O Y O G~ LL W -I O U F O O O N U Q a O N f- m O N Z Q Q li Z Q Z¢ 0 w O o f- �w _ w O N 10 0 W O r 0 O W 11 LL R O Z ¢ O Z Z O t✓1 r-1 } O Q Q m 0 N F O m W w ow'mR° ��w O I z W mom° =� Qmm 2 Z r 2 Q S U w Qo a 33 m 2 S W z r W o 'o 1° vl Z W Om Q O 0 0 J 3 Z a Q ¢¢ W a In = U1 Q m} J V.1 J m Q° m ✓) Q m Q t n s w~ J w W J X m J W G ¢ p LLI O U - U W } m W mF- Q aJ W O vlm oQ za �sJ ��a ¢N wr=a O U- O z z O N U U U J Q o L W W W LLI LLI a r W Z W O Q L!- O -I J W 0 J R W w ¢ W Ln vlm vJ� RO m I < Q 3 M mi< ao o w :2m� Z a w f- z m d ° m Z 0 Q > ¢ z o ° _ z ° w oc� w� }vYi I-z w m� Zo m Z W W} W= O Im iN m� Q ° Q¢in w R wo U w R✓J Od mw Y _UZ O 00f-O f-NO W W N -D �vYi l-R w�orr lnwNSl -" a w d N O V l Z U w to woo o3avl In z[°¢o��vW,° W� S d OZmI -U W W 03 OOw = O d O Y S W a o OZ m O J W J N Q YL D m o �^ w¢ W 1- m o �mUOI_^woYw o R R� z o w w R w z x m o Q d Z � U � V Q d 0 w Q ¢ z r¢ In 2 w z � Z I� r � o Z= ~ NO Q W Q Ll U p H W f- 3 O E >wm w <n0 ZZ �Ow W OW m In Zm0 mmZ> W OL- W mp LLI LLI O N m Y Q O O m '^[nUw ��Ln L^�w�¢w✓Jro Fo Qvir- cJ W W U p L- J Q w Q W K O to W~ O J W m 0 - J° ¢ m J O W Z O Z w° j 0 J O m O Ul Q Z R j ro V1 U J O m O Q N p m 1- U w o O o M 2¢ OJ W-J W M p a U m> pl W O U N OQ W Z Q Z o M d W O Wj = d 41 m W w w d ,I,< m J J O m N In m J m 3 Q m z O z m? O Q m Q W °¢ m U ¢ m u Q Q m W S W J z O Z O H � � 7 y � � W OJN w K 2 Z�U LL Z w 0 LL w w U �1 I^ W ,w Fir O a w U LwL l� z x w w U w F-' F z W fv W a d W �i 7V7 Cy Q W W 3w� x �za Q O 2Q O �1 U Cl W 5 0 N O N Q � U N O N a > N C 0 a d r � 1 n O n cqy ZN� _ �K o Z° 3 do�R a LLi0 120" o L9 5i 3 W W Do O H Q m o W m0 O z J Q W O O O . O W- Z W U N O Z W = O W > Q W QO w W mZ I W W Z O 2 J Z p N N - O W m OZ m 1- W N O m[ i W O m U Q z Z p O J m- Z N w 3 3 W O m Z V 1 Q J° J W O U S U U W W W- w m J¢ OF- W O u z � J= u Q U Z Z O m U o W = W O W O O J\ m U Z U W w 3 = Z OZ J O o W m Q ¢ ¢ m m mR U m m JWY w V H W amrm m =c�¢ 2 m O Q o o W � U N¢ Q W O Y \ o - O x W H W w O L W a O r Z Z OW O w U J W N U°�j w °Z o 3 Q O G~ - M Q U O m O N U Q a O N a o m Z¢ r� Q Z¢ 0 w O o } # Do # m r 0 Q° w O N ¢ m 0 W N I- LJ U O N H W O r 0 O W LD V N VO ¢ z m O to W R 2 w J � s t✓1 r-1 } � U = � m Oz , Q � Lw U> °z ow'mR° ��w waa Z mom° =� Qmm 2 Z r 2 Q S U Q 2 w X W cl m 2 S W z r Q O Q w - to o W 1- J 3 Z a Q ¢¢ W a In = U1 Q m} J V.1 J w Q° m L/ I u Q m 1 t n s w~ J J Z Q W O O O m m J U w 0 c�¢ a Z H N W m Z U W Z U m Z m ° Lwi VWi ° m° w Q¢ J m O U J J Z N J o a H O W a U S m J F- O O U t n W Q H N W U L� W W j Z0 7 R Z 0- O U VJ U U °¢ m i W m Z U In O w W Z N- W w O m w m U° 3 Y W= o 0 3 m r a w Q 0 = W Z U O Z O F J W O U Z¢ Q m W W u 0 o !-¢ Q W o<w a d J o mw � 3 Z Q Q °\ W. a p u) o o w m oLri vlmm O w O Q I Z �w Ln o� -w mrz am N -H Z JJF-Z ¢ U W wR W wm U w~ ¢ Q w N S W rJr J 0 p OW J O W W 0 0 V l L n 0 0 0 W O V I Z O Z W S t n m Z a to wlnw O LW/ I R< Y ~ W Q W a m J f- W W m a ROQ - 1-O Q R N ~J ln O Z m W N° 0 W Q ¢ 3 In S W Q W In N W J I Z - O J Z} r m Q W w m Z g m F- O W K m O z [O W W U = mi o -1- W m i ¢ w w a m= I-W mmF- VI w x z w x x lnH Q°F�H Z Z U 3 w J d W J Z W U I Q J Q X W OQa QQ oro zSma QI- U F p W U J o W J Z z O VJ m m O W J m J -u J m U J Q J J R m m F U Z U VI J w W ¢wm ww x W w ¢Q oda c� waro a ww z O Z O H � � 7 y � � W OJN w K 2 Z�U LL Z w 0 LL w w U �1 I^ W ,w Fir O a w U LwL l� z x w w U w F-' F z W fv W a d W �i 7V7 Cy Q W W 3w� x �za Q O 2Q O �1 U Cl W 5 0 N O N Q � U N O N a > N C 0 a d r � 1 n O n cqy ZN� _ �K o Z° 3 do�R a LLi0 120" o L9 5i 3 W Do O H Q Li W Z J VI W O O O . 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