Loading...
HomeMy WebLinkAbout20120539 Ver 1_Application_20120604STATE OF NORTH CAROLIN 1"'2 012 DEPARTMENT OF TRANSPORT k RC ,�yQ�i�ry BEVERLY EAVES PERDUE E&8% CONTI JR GOVERNOR S RETARY May 24, 2012 U S Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN Mr John Thomas NCDOT Coordinator 1�W050 Subject Application for Section 404 Nationwide Permit 14 and Section 401 Water Quality Certification for the widening of SR 1919 (Smith Level Road) to a multilane facility from south of Rock Haven Road to Bridge No 88 over Morgan Creek, Orange County, WBS No 348601 1, T I P U -2803 Debit $240 00 from WBS No 34860 1 1 Dear Sir, The North Carolina Department of Transportation ( NCDOT) proposes to widen of SR 1919 (Smith Level Road) from Rock Haven Road to Bridge No 88 over Morgan Creek, a distance of approximately 0 8 miles Construction of this project will account for 232 linear feet of permanent stream impact to an unnamed tributary of Morgan Creek Please see the enclosed copies of the Pre - Construction Notification (PCN), Ecosystem Enhancement Program (EEP) Acceptance Letter, jurisdictional determination forms, Stormwater Management Plan, permit drawings, and the design plans for the above - referenced project The State Environmental Assessment (SEA)/Finding of No Significant Impact (FONSI) was completed for this protect in November 2008 Additional copies are available upon request This project calls for a letting date of December 18, 2012 and a review date of October 30, 2012 However, the let date may advance as additional funds become available MAILING ADDRESS NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699 1598 TELEPHONE 919 707 6000 FAX 919 -212 5785 WEBSITE WWW NCDOT ORG LOCATION CENTURY CENTER BUILDING B 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 A copy of this permit application will be posted on the NCDOT Website at http / /www ncdot org/doh/preconstruct /pe/ If you have any questions or need additional information, please call Jason Dilday at (919) 707 -6111 Sincere , Gregory J Thorpe PhD , Manager Project Development & Environmental Analysis Branch cc NCDOT Permit Application Standard Distribution List U 4909 Permit Application Page 2 of 2 O�O� W A y r >_ y O < Office Use Only Corps action ID no DWQ project no Form Version 1 3 Dec 10 2008 Pre - Construction Notification (PCN) Form A Applicant Information 1 Processing la Type(s) of approval sought from the Corps ® Section 404 Permit ❑ Section 10 Permit lb Specify Nationwide Permit (NWP) number 14 or General Permit (GP) number 1c Has the NWP or GP number been verified by the Corpse ® Yes ❑ No 1 d Type(s) of approval sought from the DWQ (check all that apply) ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization le Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ❑ Yes ® No For the record only for Corps Permit ❑ Yes ® No 1f Is payment into a mitigation bank or in lieu fee program proposed for mitigation of impacts? If so attach the acceptance letter from mitigation bank or in lieu fee program ® Yes ❑ No 1g Is the project located in any of NC s twenty coastal counties If yes answer 1h below ❑ Yes ® No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2 Project Information 2a Name of project SR 1919 (Smith Level Rd) from Rock Haven Rd to Bridge No 88 over Morgan Creek 2b County Orange 2c Nearest municipality / town Carrboro 2d Subdivision name not applicable 2e NCDOT only T I P or state project no U 2803 3 Owner Information 3a Name(s) on Recorded Deed North Carolina Department of Transportation 3b Deed Book and Page No not applicable 3c Responsible Party (for LLC if applicable) not applicable 3d Street address 1598 Mail Service Center 3e City state zip Raleigh NC 27699 1598 3f Telephone no (919) 707 6111 3g Fax no (919) 212 5785 3h Email address llddday @ncdot gov 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other specify 4b Name not applicable 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 not applicable 5b Business name (if applicable) 5c Street address 5d City state zip 5e Telephone no 5f Fax no 5g Email address B Project Information and Prior Project History 1 Property Identification 1 a Property identification no (tax PIN or parcel ID) not applicable Latitude 35 896702 Longitude 79 075892 1 b Site coordinates (in decimal degrees) (DD DDDDDD) ( DD DDDDDD) 'c— Property size 20 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc) to Morgan Creek proposed project 2b Water Quality Classification of nearest receiving water WS IV NSW 2c River basin Cape Fear 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 Urban and Developed Land 3b List the total estimated acreage of all existing wetlands on the property 0 0 acre 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 250 linear feet 3d Explain the purpose of the proposed project The purpose of the project is to improve traffic capacity bicycle and pedestrian access and improve vehicle pedestrian and bicycle safety 3e Describe the overall project in detail including the type of equipment to be used The North Carolina Department of Transportation (NCDOT) proposes to improve Smith Level Road to a 3 lane /4 lane cross section with a roundabout at the intersection of Smith Level Road with Rock Haven Road Sidewalks and bicycle lanes are proposed to be installed throughout the length of the project 1)Section A Widen to southern section of Smith Level Road between Rock Haven Road to Culbreth Road to three -lanes 2)Section B Widen the central section of Smith Level Road between Culbreth Road and BPW Club Road to 3-4 lanes This will be a transition area 3)Section C Widen the northern section Of Smith Level Road between Morgan Creek and BPW Club Road to a four lane median divided roadway Standard road budding equipment such as trucks dozers and cranes will be used 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 ® No ❑ Unknown Comments A final JD will be requested at the time of permitting 4b If the Corps made the jurisdictional determination what type ❑ preliminary ❑ Final of determination was made? 4c If yes who delineated the jurisdictional areas? Agency /Consultant Company Name (if known) Other 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation 5 Project History 5a Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b If yes explain in detail according to help file instructions 6 Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes explain 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 ❑ Yes ❑ Corps Site 1 ❑ P [] T ❑ No ❑ DWQ ❑ Yes ❑ Corps Site 2 ❑ P ❑ T ❑ No ❑ DWQ Site 3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ ❑ Yes ❑ Corps Site 4 ❑ P ❑ T ❑ No ❑ DWQ Site 1 ❑ P ❑ T ❑ Yes ❑ Corps Utility Impacts ❑ No ❑ DWQ 2g Total wetland impacts 0 Permanent 0 Temporary 2h Comments 3 Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this question for all stream sites impacted 3a 3b 3c 3d 3e 3f 3g Stream impact Type of impact Stream name Perennial Type of Average Impact length number (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps 404 10 width Temporary (T) (INT)? DWQ — non 404 (feet) other) Site 1 ® P ❑ T Fill UT to Morgan Creek ® PER ❑ INT ® Corps ❑ DWQ 4 222 Site 2 ® P ❑ T Bank Stabilization UT to Morgan Creek ® PER ❑ INT ® Corps ❑ DWQ 4 10 Site 3 ❑ P ® T Fill UT to Morgan Creek ® PER ❑ INT ® Corps ❑ DWQ 4 7 ❑ PER ❑ Corps Site 4 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 5 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 6 ❑ P ❑ T ❑ INT ❑ DWQ 3h Total stream and tributary impacts 232 Perm 7 Temp 31 Comments 4 Open Water Impacts If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of the U S then indiv ually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary 01 ❑P [IT 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts 0 Permanent 0 Temporary 4g Comments 5 Pond or Lake Construction If Pond or lake construction Proposed then complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) Flooded Filled Excavat Flooded Filled Excavated Flooded number purpose of pond ed P1 P2 5f Total 5g Comments 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes permit ID no 51 Expected pond surface area (acres) 5j Size of pond watershed (acres) 5k Method of construction 6 Buffer Impacts (for DWO) 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 El Tar Pamlico ED Other Jordan Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporary required? [I Yes B1 ❑P ❑T ❑ No ❑Yes B2 [:]POT ❑ No ❑ Yes B3 ❑ P ❑ T ❑ No 6h Total buffer impacts L 0 61 Comments U 2803 is considered a grandfathered project in terms of the Jordan Lake Riparian Buffer Rules In a letter dated August 20 2010 U 2803 was identified as a project that had an approved FONSI prior to the adoption of the Jordan Lake Riparian Buffer Rules Thus buffer impacts were not calculated for the project D Impact Justification and Mitigation 1 Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project See Stormwater Management Plan The project is a widening project in an urban setting with a limited available comdor for project improvements Impacts to surface water bodies are limited to one stream along the project The project was stopped short of the bridge over Morgan Creek to avoid impacts to the creek Handling of stormwater for the project will be greatly enhanced as opposed to current condition A curb and gutter will be installed to handle stormwater along the roadway previously site had only a shoulder section A dry detention basin will be installed to handle stormwater that originates at —L 39 +50 Preformed scour holes will be used at stormwater pipe outlets when needed lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Best Management Practices for Surface Waters will be used during all phases of construction 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for impacts to Waters of the U S or Waters of the State? ® Yes ❑ No 2b If yes mitigation is required by (check all that apply) ® DWQ ® Corps 2c If yes which mitigation option will be used for this project ❑ Mitigation bank ® Payment to in lieu fee program ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank 3a Name of Mitigation Bank not applicable 3b Credits Purchased (attach receipt and letter) Type Quantity 3c Comments 4 Complete if Making a Payment to In lieu Fee Program 4a Approval letter from in lieu fee program is attached ® Yes 4b Stream mitigation requested 444 linear feet 4c If using stream mitigation stream temperature ® warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) 0 square feet 4e Riparian wetland mitigation requested 0 acres 4f Non riparian wetland mitigation requested 0 acres 4g Coastal (tidal) wetland mitigation requested 0 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 ❑ Yes ® No buffer mitigation? 6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required 6c 6d 6e Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 Zone 2 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 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 Comments Buffer impact calculations not done due to being a grandfathered ❑ Yes ® No project 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? N/A 2b Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c If this project DOES NOT require a Stormwater Management Plan explain why 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan See attached ❑ 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 junsdiction is this project? not applicable ❑ Phase II ® NSW 3b Which of the following locally implemented stormwater management programs El apply (check all that apply) El ❑ 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 (check all that apply) ❑ ORW ❑ Session Law 2006 246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been Yes No ® attached? 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? [-]Yes NA ❑ No NA 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes NA ❑ No NA 10 F Supplementary Information 1 Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No use of public (federal /state) land? lb If you answered yes to the above does the project require preparation of an ® Yes ❑ No environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If you answered yes to the above has the document review been finalized by the State Clearing House? (If so attach a copy of the NEPA or SEPA final approval ® Yes ❑ No letter) Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated Standards ❑ Yes ® No Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland 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) 3 Cumulative Impacts (DWQ Requirement) 3a Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development which could impact nearby downstream water quality? ® No 3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy If you answered no provide a short narrative description An ICE assessment conducted in 2007 concluded that the project will not result in indirect effects in the form of change in land use or growth The project will not result in cumulative impacts in the study area 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 not applicable 11 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? ❑ Raleigh 5c If yes indicate the USFWS Field Office you have contacted ❑ Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? N C Natural Heritage Program database USFWS Raleigh Field Office website biological surveys for protected species listed for Orange County which include dwarf wedgemussel red cockaded woodpecker Michaux s sumac and smooth coneflower All species received a Biological Conclusion of No Effect No habitat is present of dwarf wedgemussel and red cockaded woodpecker Habitat is present for Michaux s sumac and smooth coneflower however surveys conducted of the study area (updated 5/15/2012) resulted in no specimens being found 6 Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitats ❑ Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 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? NEPA Documentation 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 NCDOT Hydraulics Unit coordination with FEMA 8c What source(s) did you use to make the floodplain determination? FEMA Maps S' 2 Y' (Z Dr Gregory J Thorpe, PhD Applicant/Agent s Printed Name Date Appl ant/Agent s Signature (Agents signature is valid only if an authorization letter from the applicant is provided 12 Y,cosystem ,�t PROGRAM May 22 2012 Mr Gregory J Thorpe PhD Manager Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh North Carolina 27699 1548 Dear Dr Thorpe Subject EEP Mitigation Acceptance Letter U 2803, Carrboro — SR 1919 (Smith Level Road) from Rock Haven Road to Bridge Number 88 Orange County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the compensatory stream mitigation for the subject project Based on the information supplied by you on May 22 2012 the impacts are located in CU 03030002 of the Cape Fear River basin in the Central Piedmont (CP) Eco Region and are as follows Cape Fear Stream Wetlands Buffer (Sq Ft ) 03030002 Non Coastal Zone 1 Zone 2 CP Cold Cool Warm Riparian —Riparian Marsh Impacts 0 0 232 0 0 0 0 0 EEP commits to implementing sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the N C Department of Environment and Natural Resources Ecosystem Enhancement Program In Lieu Fee Instrument dated July 28 2010 If the above referenced impact amounts are revised then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP 1929 If you have any questions or need additional information please contact Ms Beth Harmon at 919 715 Sincerely hFL" Mich ol'Ellison EEP Deputy Director cc Mr Andy Williams USACE — Raleigh Regulatory Field Office Mr Brian Wrenn Division of Water Quality Wetlands /401 Unit File U 2803 _ )Zat"DYGK� ProtCGtGK� OGGY StG�.tP� �� NR North Carolina Ecosystem Enhancement Program 1652 Mad Service Center Raleigh NC 27699 1652 / 919 715 0476 / www nceep net .4 F fb I rib e j" V&-K APPROVED JURISDICTIONAL DETERMINATION FORM U S Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook SECTION I BACKGROUND INFORMATION A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD) B DISTRICT OFFICE FILE NAME AND NUMBER U 2803 (Widening of SR 1919 Smith Level Road) C PROJECT LOCATION AND BACKGROUND INFORMATION State NC County/parish/borough Orange City Carrboro Center coordinates of site (lat/long in degree decimal format) Lat 35 896702 N Long 79 075892 Universal Transverse Mercator Name of nearest waterbody Morgan Creek Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows Jordan Lake Name of watershed or Hydrologic Unit Code (HUC) 03030002 ® Check if map /diagram of review area and/or potential Jurisdictional areas is/are available upon request ® Check if other sites (e g offsite mitigation sites disposal sites etc ) are associated with this action and are recorded on a different JD form D REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY) (� Office (Desk) Determination Date Field Determination Date(s) SECTION H SUMMARY OF FINDINGS A RHA SECTION 10 DETERMINATION OF JURISDICTION There W _ __:be g navigable waters of the US within Rivers and Harbors Act (RHA) Jurisdiction (as defined by 33 CFR. part 329) m the review area [Required] Q Waters subject to the ebb and flow of the tide Waters are presently used or have been used in the past or may be susceptible for use to transport interstate or foreign commerce Explain B CWA SECTION 404 DETERMINATION OF JURISDICTION There N waters of the US within Clean Water Act (CWA) Jurisdiction (as defined by 33 CFR part 328) in the review area [Required] 1 Waters of the U S a Indicate presence of waters of U S in review area (check all that apply) i TNWs including territorial seas Wetlands adjacent to TNWs Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs Non RPWs that flow directly or indirectly into TNWs Wetlands directly abutting RPWs that flow directly or indirectly into TNWs M Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs Impoundments of jurisdictional waters Isolated (interstate or intrastate) waters including isolated wetlands b Identify (estimate) size of waters of the U S in the review area Non wetland waters 250 linear feet 2 6 width (ft) and/or acres Wetlands acres c Limits (boundaries) of Jurisdiction based on s ENORITNER Elevation of established OHWM (if known) 2 Non regulated waters /wetlands (check if applicable) 3 Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional Explain ' Boxes checked below shall be supported by completing the appropriate sections in Section III below : For purposes of this form an RPW is defined as a tributary that is not a TNW and that typically flows year round or has continuous flow at least seasonally (e g typically 3 months) 3 Supporting documentation is presented in Section III F SECTION III CWA ANALYSIS A TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs If the aquatic resource is a TNW complete Section III A 1 and Section III D 1 only if the aquatic resource is a wetland adjacent to a TNW complete Sections III A 1 and 2 and Section III D 1 otherwise see Section III B below 1 TNW Identify TNW Summarize rationale supporting determination 2 Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is adjacent B CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY) This section summarizes information regarding characteristics of the tributary and its adjacent wetlands if any and it helps determine whether or not the standards for jurisdiction established under Rapaaos have been met The agencies will assert jurisdiction over non navigable tributaries of TNWs where the tributaries are relatively permanent waters (RPWs) i e tributaries that typically flow year round or have continuous flow at least seasonally (e g typically 3 months) A wetland that directly abuts an RPW is also jurisdictional If the aquatic resource is not a TNW but has year round (perennial) flow skip to Section III D 2 If the aquatic resource is a wetland directly abutting a tributary with perennial flow skip to Section III D 4 A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation Corps districts and EPA regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water even though a significant nexus finding is not required as a matter of law If the waterbody is not an RPW or a wetland directly abutting an RPW a JD will require additional data to determine if the waterbody has a significant nexus with a TNW If the tributary has adjacent wetlands the significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands This significant nexus evaluation that combines for analytical purposes the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary or its adjacent wetlands or both If the JD covers a tributary with adjacent wetlands complete Section III B 1 for the tributary Section III B 2 for any onsite wetlands and Section III B 3 for all wetlands adjacent to that tributary both onsite and offsite The determination whether a significant nexus exists is determined in Section III C below 1 Characteristics of non TNWs that flow directly or indirectly into TNW (i) General Area Conditions Watershed size i Drainage area s Average annual rainfall inches Average annual snowfall inches (ii) Physical Characteristics (a) Relationship with TNW ® Tributary flows directly into TNW Kcc1c ❑ Tributary flows through E tributaries before entering TNW Project waters are b river miles from TNW Project waters are xc river miles from RPW Project waters are aerial (straight) miles from TNW Project waters are aerial (straight) miles from RPW Project waters cross or serve as state boundaries Explain Identify flow route to TNW5 Tributary stream order if known Note that the Instructional Guidebook contains additional information regarding swales ditches washes and erosional features generally and in the and West 5 Flow route can be described by identifying, e g tributary a, which flows through the review area, to flow into tributary b which then flows into TNW (b) General Tributary Characteristics (check all that apply) Tributary is ❑ Natural ❑ Artificial (man made) Explain ❑ Manipulated (man altered) Explain Tributary properties with respect to top of bank (estimate) Average width feet Average depth feet Average side slopes Primary tnbutary substrate composition (check all that apply) ❑ Silts ❑ Sands ❑ Concrete ❑ Cobbles ❑ Gravel ❑ Muck ❑ Bedrock ❑ Vegetation Type / %cover ❑ Other Explain Tributary condition/stability [e g highly eroding sloughing banks] Explain Presence of run/nffle/ ool complexes Explain Tributary geometry Um Tributary gradient (approximate average slope) % (c) Flow Tributary provides for RM Estimate average number of flow events in review area/year &N-MA Describe flow regime Other information on duration and volume Surface flow is i Characteristics Subsurface flow is Explain findings ❑ Dye (or other) test performed Tributary has (check all that apply) ❑ Bed and banks ❑ OHWM6 (check all indicators that apply) ❑ clear natural line impressed on the bank ❑ the presence of litter and debris ❑ changes in the character of soil ❑ destruction of terrestrial vegetation ❑ shelving ❑ the presence of wrack line ❑ vegetation matted down bent, or absent ❑ sediment sorting ❑ leaf litter disturbed or washed away ❑ scour ❑ sediment deposition ❑ multiple observed or predicted flow events ❑ water staining ❑ abrupt change in plant community ❑ other (list) ❑ Discontinuous OHWM 7 Explain If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply) t High Tide Line indicated by [0 Mean High Water Mark indicated by ❑ oil or scum line along shore objects ❑ survey to available datum ❑ fine shell or debris deposits (foreshore) ❑ physical markings ❑ physical markings/charactenstics ❑ vegetation lines/changes in vegetation types ❑ tidal gauges ❑ other (list) (m) Chemical Characteristics Characterize tributary (e g water color is clear discolored oily film water quality general watershed characteristics etc ) Explain Identify specific pollutants if known 6A natural or man made discontinuity in the OHWM does not necessarily sever jurisdiction (e g where the stream temporarily flows underground or where the OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody s flow regime (e g flow over a rock outcrop or through a culvert) the agencies will look for indicators of flow above and below the break 7lbid (iv) Biological Characteristics Channel supports (check all that apply) ❑ Riparian corridor Characteristics (type average width) ❑ Wetland fringe Characteristics ❑ Habitat for ❑ Federally Listed species Explain findings ❑ Fish/spawn areas Explain findings ❑ Other environmentally sensitive species Explain findings ❑ Aquatic /wildlife diversity Explain findings 2 Characteristics of wetlands adjacent to non TNW that flow directly or indirectly into TNW (t) Physical Characteristics (a) General Wetland Characteristics Properties Wetland size acres Wetland type Explain Wetland quality Explain Project wetlands cross or serve as state boundaries Explain (b) General Flow Relationship with Non TNW Flow is Explain Surface flow is �r's,� Characteristics Subsurface flow � Explain findings ❑ Dye (or other) test performed (c) Wetland Adiacency Determination with Non TNW ❑ Directly abutting ❑ Not directly abutting ❑ Discrete wetland hydrologic connection Explain ❑ Ecological connection Explain ❑ Separated by berm/barrier Explain (d) Proximity (Relationship) to TNW Project wetlands are � � river miles from TNW Project waters are aenal (straight) miles from TNW Flow is from Estimate approximate location of wetland as within the floodplain (n) Chemical Characteristics Characterize wetland system (e g water color is clear brown oil film on surface water quality general watershed characteristics etc ) Explain Identify specific pollutants if known (iii) Biological Characteristics Wetland supports (check all that apply) ❑ Riparian buffer Characteristics (type average width) ❑ vegetation type /percent cover Explain ❑ Habitat for ❑ Federally Listed species Explain findings ❑ Fish/spawn areas Explain findings ❑ Other environmentally sensitive species Explain findings ❑ Aquatic /wildlife diversity Explain findings 3 Characteristics of all wetlands adjacent to the tributary (if any All wetland(s) being considered in the cumulative analysts ffck Approximately ( ) acres in total are being considered to the cumulative analysts For each wetland specify the following Directly abuts? (Y/N) Size (in acres) Directly abuts? (YIN) Size (in acres) Summarize overall biological chemical and physical functions being performed C SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical physical and biological integrity of a TNW For each of the following situations a significant nexus exists if the tributary in combination with all of its adjacent wetlands has more than a speculative or insubstantial effect on the chemical physical and /or biological integrity of a TNW Considerations when evaluating significant nexus include but are not limited to the volume duration and frequency of the flow of water in the tributary and its proximity to a TNW and the functions performed by the tributary and all its adjacent wetlands It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e g between a tributary and its adjacent wetland or between a tributary and the TNW) Similarly the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of significant nexus Draw connections between the features documented and the effects on the TNW as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include for example • Does the tributary in combination with its adjacent wetlands (if any) have the capacity to cant' pollutants or flood waters to TNWs or to reduce the amount of pollutants or flood waters reaching a TNW9 • Does the tributary in combination with its adjacent wetlands (if any) provide habitat and lifecycle support functions for fish and other species such as feeding nesting spawning or rearing young for species that are present in the TNW9 • Does the tributary in combination with its adjacent wetlands (if any) have the capacity to transfer nutrients and organic carbon that support downstream foodwebs9 • Does the tributary in combination with its adjacent wetlands (if any) have other relationships to the physical chemical or biological integrity of the TNW9 Note the above list of considerations is not inclusive and other functions observed or known to occur should be documented below 1 Significant nexus findings for non RPW that has no adjacent wetlands and flows directly or indirectly into TNWs Explain findings of presence or absence of significant nexus below based on the tributary itself then go to Section III D 2 Significant nexus findings for non RPW and its adjacent wetlands where the non RPW flows directly or indirectly into TNWs Explain findings of presence or absence of significant nexus below based on the tributary in combination with all of its adjacent wetlands then go to Section III D 3 Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW Explain findings of presence or absence of significant nexus below based on the tributary in combination with all of its adjacent wetlands then go to Section III D D DETERMINATIONS OF JURISDICTIONAL FINDINGS THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY) 1 TNWs and Adjacent Wetlands Check all that apply and provide size estimates in review area TNWs linear feet width (ft) Or acres Wetlands adjacent to TNWs acres RPWs that flow directly or indirectly into TNWs Q Tributaries of TNWs where tributaries typically flow year round are jurisdictional Provide data and rationale indicating that tributary is perennial UT to Morgan Creek in the impact area has a NCDWQ stream rating score as a high intermittent stream but also exhibits strong biology suggesting a perennial status for the stream El Tributaries of TNW where tributaries have continuous flow seasonally (e g typically three months each year) are jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary flows seasonally Provide estimates for jurisdictional waters in the review area (check all that apply) C§ Tributary waters 250 linear feet 2 6 width (ft) Ea Other non wetland waters acres Identify type(s) of waters 3 Non RPWss that flow directly or indirectly into TNWs Q Waterbody that is not a TNW or an RPW but flows directly or indirectly into a TNW and it has a significant nexus with a TNW is jurisdictional Data supporting this conclusion is provided at Section III C Provide estimates for jurisdictional waters within the review area (check all that apply) ® Tnbutary waters linear feet width (ft) Other non wetland waters acres Identify type(s) of waters 4 Wetlands directly abutting an RPW that flow directly or indirectly into TNWs Q Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands Wetlands directly abutting an RPW where tributaries typically flow year round Provide data and rationale indicating that tributary is perennial in Section III D 2 above Provide rationale indicating that wetland is directly abutting an RPW i Wetlands directly abutting an RPW where tributaries typically flow seasonally Provide data indicating that tributary is seasonal in Section III B and rationale in Section III D 2 above Provide rationale indicating that wetland is directly abutting an RPW Provide acreage estimates for jurisdictional wetlands in the review area acres 5 Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs El Wetlands that do not directly abut an RPW but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands have a significant nexus with a TNW are junsidictional Data supporting this conclusion is provided at Section III C Provide acreage estimates for jurisdictional wetlands in the review area acres 6 Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs Wetlands adjacent to such waters and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands have a significant nexus with a TNW are jurisdictional Data supporting this conclusion is provided at Section III C Provide estimates for jurisdictional wetlands in the review area acres 7 Impoundments of jurisdictional waters 9 As a general rule the impoundment of a jurisdictional tributary remains junsdictional Demonstrate that impoundment was created from waters of the U S or Demonstrate that water meets the cnteria for one of the categories presented above (1 6) or t Demonstrate that water is isolated with a nexus to commerce (see E below) E ISOLATED [INTERSTATE OR INTRA STATE] WATERS INCLUDING ISOLATED WETLANDS THE USE DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY) 10 El which are or could be used by interstate or foreign travelers for recreational or other purposes from which fish or shellfish are or could be taken and sold in interstate or foreign commerce which are or could be used for industrial purposes by industries in interstate commerce Interstate isolated waters Explain Other factors Explain 8See Footnote # 3 To complete the analysis refer to the key in Section III D 6 of the Instructional Guidebook 10 Prior to asserting or declining CWA junsdiction based solely on this category Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act lurisdtcnon Following Rapanos S Identify water body and summarize rationale supporting determination Provide estimates for Jurisdictional waters in the review area (check all that apply) Tributary waters linear feet width (ft) Other non wetland waters acres Identify type(s) of waters ❑ Wetlands acres NON JURISDICTIONAL WATERS INCLUDING WETLANDS (CHECK ALL THAT APPLY) If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce ❑ Prior to the Jan 2001 Supreme Court decision in SWANCC the review area would have been regulated based solely on the Migratory Bird Rule (MBR) Waters do not meet the Significant Nexus standard where such a finding is required for Jurisdiction Explain E3 Other (explain if not covered above) i Provide acreage estimates for non Jurisdictional waters in the review area, where the sole potential basis of Junsdiction is the MBR factors (i a presence of migratory birds presence of endangered species use of water for irrigated agriculture) using best professional udgment (check all that apply) Non wetland waters (► a rivers streams) linear feet width (ft) Lakes/ponds acres ia1 Other non wetland waters acres List type of aquatic resource Wetlands acres Provide acreage estimates for non Jurisdictional waters in the review area that do not meet the Significant Nexus standard where such a finding is required for Jurisdiction (check all that apply) Non wetland waters (i a rivers streams) linear feet, width (ft) Lakes/ponds acres Other non wetland waters acres List type of aquatic resource Wetlands acres SECTION IV DATA SOURCES SUPPORTING DATA Data reviewed for JD (check all that apply checked items shall be included in case file and where checked and requested appropriately reference sources below) IM Maps plans plots or plat submitted by or on behalf of the applicant/consultant ® Data sheets prepared/submitted by or on behalf of the applicant/consultant ❑ Office concurs with data sheets/delineation report ❑ Office does not concur with data sheets/delineation report AsData sheets prepared by the Corps Corps navigable waters study U S Geological Survey Hydrologic Atlas ❑ USGS NHD data ❑ USGS 8 and 12 digit HUC maps El U S Geological Survey map(s) Cite scale & quad name USDA Natural Resources Conservation Service Soil Survey Citation National wetlands inventory map(s) Cite name State/Local wetland inventory map(s) Q FEMA/FIRM maps 100 year Floodplam Elevation is (National Geodectic Vertical Datum of 1929) Photographs ❑ Aerial (Name & Date) or ❑ Other (Name & Date) Previous determination(s) File no and date of response letter Applicable/supporting case law Applicable/supportmg scientific literature Other information (please specify) B ADDITIONAL COMMENTS TO SUPPORT JD $ co % ` cm e LO % % r-- � ~ 2 CN C. , C. a ° ° Ln S 2 CL § j o U C e e e E o ■ \ k \ a) 8 �§ �m 0 U � let § CP z 22 2 § x a f « §j ■ e + CL e e 2 I •! a � § YE 2 § 2 f k 2 c k % , o k k (/ J S \ d d k� w� CZ J 0 4 £ z k k z 2 z E aE \§ & & CL CL E ) — ; ®� ® & . - 2 k M k a § § \ \ \ \ -14 § ~ z m m [ \ / 2 2 © / 49 A 0 g 9 \ \ \ \ a L % b 2 ! g ` c \ \ \ \ § k ! } ` c 2/21/2012 Fiorendce \& 803\ eson jrics \PERMITS Environmental \drawings \u2803 hyd prm tsh gn CONTRACT: C D D tA z� vo b °m 11^„ -� O � nw < i N Gi O 1; II II II II II II z �°goAOaAO a >3aea�aecc a O Zh V t bs Im y Y "°4t M 0 r = 0 0 0 O 2 VJ a D D < N O IQ N m � N O b O � O C) b y g �H NI T C, m o CARR O O CITY LIMIT. o m la CHAPEL HILL C TY II MITE Ta w II II � O O = 5 10 10 n A_ � 3 m N N M `c o 0 0 m �� 0 D w 10 os o a 'Oyu W4 b m $ a C D D tA z� vo b °m 11^„ -� O � nw < i N Gi O 1; II II II II II II z �°goAOaAO a >3aea�aecc a y x y � y 11,1 Sft 3�pp1 W A II II II II i I � oaa�adv n b p O n m 0 a 0 IWoo RES< ; II\ ad o, =_ : ;= Y3- orijefirs) TIP PROJECT.• U -2803 y W O O 1 b N O W O Zh Y4 cf�R� t bs Im y Y "°4t M r = 0 O 2 w a D D < I b _I m � O b O � y m I C) b y g �H NI Im iii c CARR O O CITY LIMIT. C w la CHAPEL HILL C TY II MITE Ta w II II � O O 10 10 � 3 N N M `c m �� w 10 os o a 'Oyu W4 b m a a x Ci �0 G N m m m -0 m . m �J y x y � y 11,1 Sft 3�pp1 W A II II II II i I � oaa�adv n b p O n m 0 a 0 IWoo RES< ; II\ ad o, =_ : ;= Y3- orijefirs) TIP PROJECT.• U -2803 y W O O 1 b N O W O94 , S WE) R Y4 cf�R� t bs Im y Y "°4t M w r I V _I li b W C) b y g �H 7V� Im O A CARR O O CITY LIMIT. (7 la CHAPEL HILL C TY II MITE Ta H O94 , S WE) R Y4 cf�R� t bs w r I V _I li 7V� MORG CREEK \` *'ORGAV A � CREEK p� v I -� I 1 i 00 txlf 0�� z y b Cl) ° c ab z -PA O ooin� z 8r g " M'° - - z z O n z c9 m m o q o x x � z Im, Om o A% o • fi b 0 ON Yp` is z C O� Iz WI y adz z z b Cn r�y a C� -JI Q bO Coco O y O C O C O C n C) �V O C v� ei c� 'AIR C) n 0 R. I PO kk tz n O 1 C `D D h o N O � �> Cllr z z It t� rA� z 13 b C p N 00 � W (/1 v D a r o rn A II Lri O i S A CA I= W y �m n o �m a I TS t 1 \d ng Cm 70 _0 vZ Z 60 ZDr F 3 c m / REVISIONS 02/07 /I2 R/W REVISION (PJS) - THE POE WAS CHANGED TO TCE FROM -L- STA 46+28DO TO STA 4840400 LT ON PARCELS 33 THROUGH 3& 01 /05 /IP R/W REVISION (TLW) - ADDED DO NOT DISTURB' NOTE TO THE ISLAND AT THE ENTRANCE OF Y6- W20/II RM REVISION (PJS) - THE AUE WAS ELIMINATED ON PARCEL 2B PARCEL 30. PARCEL 31 PARCEL 32 AND PARCEL 33 THE PUE WAS ELIMINATED ON PARCEL 37B AND JR THE PUE WAS REVISED AND TCE PARCEL J& THE PUE WAS WAS ELIMINATED ON PARCEL 29. THE TCE WAS ADDED ON PARCEL 32 52453.72 AND TO STA PARCEL +3 THE LT ON DUEPWAS CHANGED TO POE ON PARCEL J4 THRU '.803 hyd p m t p h7 dg, PARCEL 3& THE CLAIM WAS ELIMINATED ON PARCEL 30, PARCEL 31 AND PARCEL 37B Id Cl \ c / ,y +DO 00 o, Ir= I 7S A I � O N r fi 01-10- J I 0 SEE SHEET NO 6 4l JA Al Ii I I - I I �I o�� MW m I i q a i I j I � n Z /�— �a ; z rl I SIP I • a 1 I I \ m ! I rn ccl (A a 1p ' cO > m (A yy� A m Dy m v' Z Ku �Z-um r D -iM° M m m �Ny MIA —Z -m � Z \ m v v� cj Dz " m� m� \y 31 a m m h� ________ - -= �---_ 9s � x Al r x d d o 14 � O N II I I I � I o A I i MIMI I, � V L M I � I I MATCHLINE I SEE SHEE I u 3 z !)f g ° °II /R g p � El R s s / ol a L 24 1-7- IP i N �pp�4p� �$k w L Ti =g O M v 8 — _ � NO L S7-A 54*00 00 �t N 70 N J �o cl �A ? rrn Zr a L 24 1-7- IP i N �pp�4p� �$k w L Ti =g O M v 8 — _ � NO L S7-A 54*00 00 �t cl �A V'a REVISIONS 02/01/12 R/W REVISION (PJS) - THE POE WAS CHANGED TO TCE FROM -L- STA 46+00 TO STA 49+04M LT ON PARCELS J3 THROUGH 39 0l /O6112 R/W REVISION (rLW) - ADDED DO NOT DISTURB'NOTE TO THE ISLAND AT THE EWR/WCE OF Y6- l2/2D/ll R/W REVISION (PJS) - PARCEL 3B THE ELIMINATED WAS N PARCEL PARCEN� F SrA 52'�� TO STA AND PARCEL 52+76M LTjON THE PUE WAS PARCEL 39 THE MPUE WAS REVISED AND CE WAS ELIMINATED ON PARCEL CHANGED THE TCE WAS ADDED ON PARCEL 32 AND PARCEL 33 THE DUE WAS CHANGED TO POE ON PARCEL 34 THRU 8/17/99 5 \F{y 012 1 \PERMITS E, m t I \d 9 \P2803 hyd p m t p h7 dg PARCEL X THE CLAIM WAS ELIMINATED ON P/IACEL 30, PARCEL 3/ AND PARCEL 3/B. //11!11/, „',, / / ',.l -� go (r, / / ', r / qZ 1 11 41 +DO 00�� I 11 II ,, /, `1. SEE SHE NO 6 -L- STA -/'lit F , c // rye, �cir 'i' I II I \ / III I II\ ! t V \\��I \\ -\ I � ,) (nN1// k� r. r�•✓i ,r i ' ll 1 6 1 1 \ RCP VI 11 /I l _ -� \ 1 F � ,j I Z / / / /// — Z rL 111I1 1111 11 \Zi ; / �/ TI / /`` / I / 111 Z �' �( IIIII�111 ✓ /l.'i /// l `�rl , I \\\ \ / 1 �� J , // / (\ C i, /�� � � II'il I l �l /r // /i /'� \ I I � I / / \ \I I / • 'T1 / I � i,)d r:1 ` D r I I 1 ¢I t l S C ray 1 1 1 1 1 t m / / /// /mg/ / nl \ I 1I► 1j g� 1 r &I .'� /ill/ I I I / rtN1 . I - I I 1 / \ \ \ \\ r I 1 II v '/t ✓ /e \ ' /llI 1 I I X I 1 1 ln'11i \ S pp III 1 � r I l ll I ' 1 1 fI -A 111 § N 11 1 \ I co ' ' t } ��- /,� /!1 JI♦[JIlI l / IIIII _ m \ ' 1 r I I 1 111 bl 111 -� �' _ C ►r•- / tip Z rn Z !/ / / . , , \ \ \ \ \ I' I \ - - // . / /.;':; %' ,, ll / / \ \ 111 I 1 ' z = ' - ' -I •o -- 1 / ✓l \ 1 \ \\ I I♦ / /�/ /� /�, /''' III 1 V \ �' t 1 ( 1 , '_ 1i- 1 -__� pe ' I ! I� \ -♦ I I /i/iiir r// ' , I/1 I LI � \ \ 1 V , / 1 - if b- \vim _ _ / �� � t - /�d�i / / %� 110`1 2111 b A D -a 1111d1hr \ ' .� ��' / '% i // / i / Ill Im Ir IP \1`\ If rn 3 ri ; °m r �' i' i) r� ii`,'m, �/ , iii Vii', \ I� rng _ (1)-q �m i �1 mrn 1 yy yN �� �' ' ' f-1 y Z� Z--1 Z . // ,/, / 1 I J _ �/ I �// 77, /IIIII♦ rn �a ca Ao �O -qz mm - , " 4 4 1 4 1r!J I M-4 m- \73 r r/ / / / I II - , r 111 / , , 4►� rL 1 _ _' , r / / /!ri / I I I 1 , III _ / -'-� // / / / Ryj �d 1 = il/ �' l �f O�Cf m V ! _ \\ \ \\ \ I d T- It _- 320 -- {L i I N ♦ _ _ - _ _ _ -- - - r A I /0 ��7 O O 7o nl �jz C S O O W.4 O � 111 11\ � 1 II I � \ . ✓ j 5 x° • \ \ 1 I l 71111 / I I I/ 1> S I 8 o x - =:_4' 1 G Cq 1� ° ATCf� IIIII - -= _ _ = == y� {� LINE 1 310 - -�_ r 04 ° i dd 8 0 SEE SHEET 8 -011 _- - - - - -- ^' \ $mr r NO -L- STA 54f00 00 G\ Q° � H p 27 FEB 2012 12 06 r \roodwoUyproii\u2803 rdy tsh dgn 09/08/99 $$$$USERNAME$$$$ CONTRACT: C203028 TIP PROJECT: U -2803 C �gV e Z CA C im�i m � o moo ° co) o < N N G7 Z II II II II II II O n No o =' m Lh o j' o O N o o a r m m n D r ° = O N O Z D ° z Z ° n Imo W x r 4 b O ro N •7 eD �-i C �gV e Z CA C im�i m � 02 moo co) AN < 11 < N N G7 Z II II II II II II a rn r. 0 v o j' o O A o a P N m m k Imo W x O Im IZ r x m G) O D x v I D m � O O m `m Q C C N OD N O O W W Ol o 3 OD 110 3 Vlrn II 1 (A .bb V n y x II �gV e C im�i m � ` C y Y �z m j z M m 7o y ci a rn M N m k 4 b O •7 eD �-i bZ � m a 0 Ig N �m �A m o m m II �gV C na � �z z M o� .b ci �z y coj y� �O n y l`7 b� O Y4, SR ICULOTH ab �gV �z �z y rn M O 0 or R � T � I° O D � � O e y COO o 1 0 1 AR OR L LIM g E Ma sz _ 3 Z ''d n � a O 'y b o til O C�OCO I, y� C1 y Cx�x� V ti a� boo x bz o� V� N n 0 zi �2 Ln wn o0 � o ~ iD 3 8 � T 0 It x x It X OA Z q � � a a C N co O a W go - I rl- C m 0 T z N � o m 0 0 ° °i CLlp S I� c 0 C= i c a o o v O Q t° ra H $ o O c 3 3 °- o CD o ° O ° CL N � r 7 A -4 A p n cn W A D T N 0 7- s 5 A A c 3 ° m ° vv vv 3 o o o r N a a o_ o. c' 7 W •° �_ 7 7 C W n 7 c 0 o 7 7 r fE < = n D D (rt O ° O ° f^D 7 c 7 tD O rt (n O 7 10 10 O O. W 7 O 7 D i m 7 IL 7 <D ' a° 3 a a a o o 3 7 'ro 3 0 3- 3 0 Q ; O W °- � ^ D c ° 0 A v ° °- ° o N Vf T c c o x o T° c o 0 o K �` o coo C� 3 °° 3 0� � o 0 0 m '° 0 0 � r0 n m � cNe � 7 ° y y °• A o_ c a a a A m v° �c n° r n H H c to 7 9 Oa 3 0? c n c o o o° 3 o c 0 0 cvo 0 7 3 < b N N on C'5 ° 3 '° v v ul� 3 v o o — -+ n y o A b S I I I I I II N G IU N fp fG W lD •°O 7 = a 3 a 3 °• 0 0 0 0 M '° O L M a 0 a 7m m m < 7 0 °' m fD �p 7 S O '-' II co n o N o 0 7 m ° Fr M O v 0 0 0 0 o co ° n o n 7a n A o n o p 7 C Sr- 0 O cr c a O N N N c m m �. II V I I I ® a2a p _ m o c c c c c c n ° m � 7 D n o a a o O o^ m 3 o f �n o f c H 7 7 S H p O' VI O ' 7 cr W c W 0 G7 m u°, M 3 N o H o 2 0 7 r x `� fO O 7 O 3 c X, 1> M x ^ 0 r- 0 m $ O A a 9 ®� n 1 0 0 0• I I qOl I I O .b b b O O v v O v O v '9 O v O v O v O v m x _« O nv '9 0 O �v O 0 v= ° m x y� rt W 0 N m �i 7c 70 p 7o 7c D^ N A f �^ S N p a O O W fNC 0. a O A 0• O a 0_ O 0 a O fND a O fND 0• 7 W m O ta fD m 7 f° n O° 14 fD A a 0° 7 fE v °. IA O a (° p f0 A N 3 ° ° 7 a W 7 0 O n O 3 3 3 3 3 o T 3 T T o a' RO7 a CL v Z 7 3 o �� CL 0 so p p p A o n � m `< � K r 3 m m_ __ = e D 'o_ O n p ° N H r 0 3 r r 3 ° m 3 m m ° o 2 A 3 3" o o a O N O 0 7 7 3 3 O c m m m m m m D I 4� 9� I 99 IIIIIII� I I If ro v v m 0 N N o p e == w w O om m coo '0 ° m '�i 3 3 1° °a O Jc Uc 0 rti- o N 7 N 7 A ° n l9 r a a s0 m r co o to m g„ CL a tD ° 0 0 i n W o 0 a 7 ti a C C p f 0 m S X 7 1° n CL O = O O 7• _ x c a° o ° a c n C' _ 7 0 7 o m o m H O ° c CL C� m W m 7 CL ° I I T I v C? I I ♦ © i � I � � � � C> H a v 7o p p p cS n c D cr 6 c c c y o c N C ° 47 7 7 Z O _ 0 N N = O m a° u, 0 c pp ° 7 x 3 0 7 U3 0 a 7 a f a �_ ° o < m o m°' �1 3 to to < a < 1° a 0 a �' N - o a s °• ° CL H o c m to v+ o a m °° n ° c 'c T N H r- -, m A CS , Lr p a m IA T a y m CL 41 O �n O ^ O f p 70 p D T Cr O S p O a? 7 S N N r cr CL o c o o r g O o a= r, r ° z 3 0 0 7° O' o- 0 0 3 c m 0 7 A ^ !P fD l fD c 0 C c 3 m Z ° m � m N N m m � 7 I I I I I � I I I I 1 I I 9 I d I I I Z Y ® t� ■ d G 4 x OO ® S I ® Z N m m N 0 W r N b9/ "1 u a n �e C N �7 us Q COO Z pI 27 FEB 2012 12 06 1 \ d \p- j\ 2803 1 1 090430 dg ti Z C = c N :x rm" CZ C G7 ... -n ATV i � t � T1 Ai M Sty :Oft - -4m 1'�1 NN 188= ;4, T rs� ti ° w L8 m m w m N N O 9 O H z M I Z O Z Z r 2 UI m °m J V z D< W D N N J A m m V c m V 010 V 9m0 y 7] 0 �w m mmm m r r m m m N Om.D ym W Nm�- 8.0m -d W mom mom ♦ B-m P m d.-I/i .0 m z m m m J moP ZJm T z iz iz zma m Z m m m ui - nJm ri IDilmm � m W m-Di uDi vm m mm mm W.DOm.Dm O u V 2 O m J 2 O N V 2 O V Z I m O m r z ti m --- .ra .n - .n .n - .n .0 .0 :u v m m v r m W v a O r N ,VO m mm J V V OVImmN D (O ! H m T D mm y � .D y �N : � O V m ^ m m m -0 D D cvl X <n �z m o Z o0 m D zr NOf N -' m m UI D D ME m Oml m W m V N N m O m m J m - m v a O � y Z 1 r�tHy�a%iloi r mm a N W W mZm� N yv ama° �s=m m ms f I 1 1 1 O 1 1 m r m ar I � N � n m N � 0 1 y� O 0 r 8�y�rav ag' cREEg V 00 W 7CzO c� z 0 x y r, N 4 � Z D G7 ,4 7 z O O m °m m P m °m J V z m y v- Ln c = N W y 7] 0 r m mmm m r r m m m N c N m P B W Nm�- 8.0m -d W m O V ♦ B-m P m d.-I/i .0 V V z m m m J O O Z V O m W m 01 = N m y m P V V W P m m Now V m m N N m � m m m W N P NmD V N m m m m m m W a y mm W.DOm.Dm N -+ y m VI m I m O II -+-'D Z z ti o 0 --- .ra .n - .n .n - .n .0 .0 :u Of 01 m 00 m 0 m = m mm J V V OVImmN D m m D mm y ~ �N : � O V m ^ m m m -0 D D cvl X <n �z m o Z o0 m D zr NOf N -' m m UI D mm mmN.➢N.0 ME m Oml m-° m W m V N N m O m m J r�tHy�a%iloi r mm a N W W mZm� N yv ama° �s=m m ms f I 1 1 1 O 1 1 m r m ar I � N � n m N � 0 1 y� O 0 r 8�y�rav ag' cREEg V 00 W 7CzO c� z 0 x y r, N 4 � Z D G7 ,4 7 z O O m m D m m D m P Z J V z m y v- Ln c = N W y 7] 0 x Z 00 C m m N m W c N N m m n m c m a ♦ B-m P m d.-I/i .0 < n z m m mI mm °a m m mm O Z V O Omf J -�� m y r In OT r = n � m m am m Ina m m m ~ W ~ d W y D I -+ y r�tHy�a%iloi r mm a N W W mZm� N yv ama° �s=m m ms f I 1 1 1 O 1 1 m r m ar I � N � n m N � 0 1 y� O 0 r 8�y�rav ag' cREEg V 00 W 7CzO c� z 0 x y r, N 4 � Z D G7 ,4 7 z O O m r m y 1^ r 1^ D ti 0 m P P m y v- Ln c = 1 y 7] 0 x Z 00 C m m N m Z m S m m N m m n m c m a ♦ B-m P m d.-I/i .0 < n z m m mI mm °a m m mm n � fn 0 z 1 A -�� m In D = r r In r m g mz r n ncn cm N N In g M n z° °zcl aD o -+ n 0 m VI m I m O II -+-'D Z z ti o 0 Z° O 3 r 0 0 r m m 00 m 0 m = m 0 D I O z m m D Z r 0 m 0 -0 D D cvl X <n �z m o Z o0 m D zr -� n -' m m UI D m Z z D D VI Z m D B x m n= x n0l UI m 0 VI z 0 O r Z O Z D n ti v c ' Z m z N Icrl r °z ox y m m °r° - a c m D L o m 2 z Q 0 n 3 Dml O v> Z r O n C) ^ °� 0 n D z O V/ Z r P Yn ILn O D Z m D C D Ln D 07 VI m N y 1 m r zml ° ° mm z p c m o cn0l n 0 v m 0 D D Z A D O � x C Z ` < VII D � O 0 m m < n o = m ^ ? In m .0 g D r- n z X) m -n n m < ° 0 r m ° r 0 n x z C y w n� D D n m N Z D x 0 v 0 y T I Z ? r < O 31 D 3 r Z o 4 0 C!� ° n `- m n -1 \ Iy Iv r�tHy�a%iloi r mm a N W W mZm� N yv ama° �s=m m ms f I 1 1 1 O 1 1 m r m ar I � N � n m N � 0 1 y� O 0 r 8�y�rav ag' cREEg V 00 W 7CzO c� z 0 x y r, N 4 � Z D G7 ,4 7 z O O m r m y 1^ r 1^ D ti 0 m P P O W W W P P m D I^ W m W Z T m> V- Z n m mwN Nmm,0 -m -NNN Pm _ r m N z ♦ B-m P m d.-I/i .0 z z m m mI mm °a m m mm n � o m m a N i c y = c r mN UIm mmmm W W NN -•- y N N m m H m m 1^ p Dm A z m W J N m B m m N D mOm-- ^O Z m O m m m m m r r r o ID m 2 2 o T z n m c IAm UI y UlmmmN W mm m y m y D y 0 J 9 -ONi m Obi V 0 Z c 0 c m m N O y O mmm y y wm m D 0 L O � m N V O D O m m Z W P N r o ^ o 0 z z r�tHy�a%iloi r mm a N W W mZm� N yv ama° �s=m m ms f I 1 1 1 O 1 1 m r m ar I � N � n m N � 0 1 y� O 0 r 8�y�rav ag' cREEg V 00 W 7CzO c� z 0 x y r, N 4 � Z D G7 ,4 7 z O O 0 0 m 0 m m m m I^ m m m n n m mm mN Pm _ r z z z m m mI mm °a m m mm n � o m m a N i mi = Imiim s mN m m N N N m m 1^ J VP .n .n V O1 m D m a m m m m m N W N T ID m m c m rm m y D y 0 J 9 -ONi mN Obi V 0 c 0 c m N O y O mmm y y wm m D 0 L O � m N V O D O m m Z W P N r o ^ o 0 P Yn y m V y J m y Ill N m r�tHy�a%iloi r mm a N W W mZm� N yv ama° �s=m m ms f I 1 1 1 O 1 1 m r m ar I � N � n m N � 0 1 y� O 0 r 8�y�rav ag' cREEg V 00 W 7CzO c� z 0 x y r, N 4 � Z D G7 ,4 7 z O O 27 FEB 201712 06 1 \ _..4_U . P—L 2803 d9 t9P d9 50 m m m x \m � Q I 1 L tr A A Z co N ^' m I, M �I r) r0 I IN Le) o cl m I -_A-1 O II — O= Z 1 O _ O Im` III �N i N \ m O: m m O O '" C Z Z Z m O m a -+ — N 0, 4 Z N A N to r^ m O X X N m m x N m I r11- r11- C < D O m W X + H .2 c0 O < m N2 +C m CO �0 < - mO N K + N pll Co OI< Im 1rn NIA +Z 00 CM;- D D N O + + .!n N 00 H VD WN +v u+w O. N O m � D Nf O Z Z O N M m 333 N O m v Z r Pa z I cZi 1 � iii m p 8 Daa • m I m Z I �, m m Ir N Q m 9 i- i- I C D -M aw � r O O (/f m 00 n O D Z ao a Z ++ p � O U O `0 O 2 O T T D T A A z m O O m rn r O m m D m m C z m y N Z O Z O 1 m m ID f w m m A M 70 I N_ N D I � r I .N. N 00 0 O 1 m 333 N m X X X Z r Pa I _ 1 � iii ? p 8 Daa • m I �, m m m e m m m O v Z I 1 1-4 r -• \ I O O ) 333 O e • / e r I )L C"4 m • �� e , to COLA, O O O D n 000 � I e DAD i O N 0 + + + Z 00 0 0 00 r 1 � 1 Z O 1 m 333 N m X X X Z r I iii ? p Daa Z m I m m m =1 m m m O v Z I 1 1-4 r -• g I O 333 ��� r I )L C"4 m 1r- I N COLA , to COLA, O O O D n 000 � I DAD i O N 0 + + + Z 00 0 0 00 r 1 � 1 m 9 lz i� i� p� p �,�\ 28031 dy yp dg D I M N m a r N rn Z Z O i D rn m m x =� llt-- fc I \ I I D I fN o T O r I m I I Is ,1w :" i1 r S, N m 9 m Q a 10 N 00 of O v_ C D (^ 0Z N H z� n A 0 I� Im O v N Dn Z Z N o N A Zn m I Im N 10 8 r� I r zE z< C moN� PZ w z n J to TT zz�N"= = az � ol Ip N A O N A Z m W N O m X N m � N N _ o D r_ —� O N m I IN U, rn O — r� Z -i y I II'' O 1 i 0 m YN m� N I Z O �-I _ X I,N D X11 I X A v Ip. r A N N A I ^� Z m m o to A N ti e� m m m x N T I �-ZO �Z O C y m rL D P D D C m i_ CA D C m m wm M Lh� N (A I m fl + Z ,Wp D D II N Z N m N -y o O N a D r O` + c N N - W D -� O CA m p C �`N� O �� N v -4 N OZ T Oa O O O r) o I O rn 1? DO �� P� Z o n c 1 0 Z I Z N cn -+ D Ln D L Z rD- I w tVi+ ?` D A + p N N ,+„ W + + oz D A y m I N + Z O con O cn m coil A + I ° W w V O D V O Col. O (J1 N to Z %0 Z O p O O N A m m yO Z ZE c I to fJl s A 3, W x N �o m o N o W N � T H C3 ap D m A N N N A A < N C 1 S O n " O N = C, co �T v D z 0 2 C, En O � CD O m ca z < m N 0 m fn m a r, w n �_ O z D o I m < m a r N rn Z Z O i D rn m m x =� llt-- fc I \ I I D I fN o T O r I m I I Is ,1w :" i1 r S, N m 9 m Q a 10 N 00 of O v_ C D (^ 0Z N H z� n A 0 I� Im O v N Dn Z Z N o N A Zn m I Im N 10 8 r� I r zE z< C moN� PZ w z n J to TT zz�N"= = az � 27 FEB i i dy typ d9 6/2/99 A� I C CA M D W 00 r, O H o m 0 O H 0 D Z v Z + 0 N 0D V a ,o m x D A N 7D N m A W X m N e� ieh N W m o i x O rn p n fD z �I N I m o �D I n M m H O O >o N � I — V 0 'Z z � o�w Ln 00 � �<m Z to Z v m V = I N r m Ln 4,41 r x ol A N A G1 7D N to m m m x A� I C CA M D W 00 r, O H o m 0 O H 0 D Z v Z + 0 N 0D V a ,o 5D m m m x I N A N c Q LA F In m m �C H m Q N A 0. N 05 A N G1 N m x m A N A A W N M ieh O W m o i x O I N n fD z z I m o I n P O O m m m Ln 00 � �<m w N 1 r N Ln 4,41 r x 5D m m m x I N A N c Q LA F In m m �C H m Q N A 0. N 05 A N G1 N N A Aj N � O 70 N N m x H m j< N I H �n m N + n C.) O N o m O 1 D Z w Z + 0 cli 43% O. w -R �N A fN 0 70 ti � D m m m X N m �O C (A m m Dp D w; w +0 + (1 A� D O N r Om V y ° X m 1.d 0 n OZ O (.1 0 1 D� D Z w m to Ul Z v 0 + OZ W O- V oy rZ -+ v m m mZ C A m 4 IT gtA Z� C a z ieh �O z W m o �r I n z I m o I � N N I I N Ln 4,41 Q m m /� N m m II O — -4 . n -1 O _ N — rA _ 1 Z Z � O� o rj Z o m VN N A Aj N � O 70 N N m x H m j< N I H �n m N + n C.) O N o m O 1 D Z w Z + 0 cli 43% O. w -R �N A fN 0 70 ti � D m m m X N m �O C (A m m Dp D w; w +0 + (1 A� D O N r Om V y ° X m 1.d 0 n OZ O (.1 0 1 D� D Z w m to Ul Z v 0 + OZ W O- V oy rZ -+ v m m mZ C A m 4 IT gtA Z� C a z ieh �O z W m o �r z I m o FEB 2012z 12 06 _„d _y\p__,LN 2803 dy typ dg C H m z z D C D ��\ Ol m _ O {Z il C Vi Z O, IZ Im m � V � D Cz 1111 Ol I 50 N m m X N m 1 ! ti P N O p N N I I (7 w J r c N m Ii 0` m O P Z m O Z Z Z ?m I O �Z p m `� So 0 VN _ N A J I I 1 �F m I W N m m D P D � � N �+ + n v, o w r, ° o m z0 O 0 Op a Z OD ;5 + O V O p O ° O ti < A m m m X N m a I I I A � I p i V N �+ C N M + (7 W r O N o m O PZ z + O !� co N 0� m m x m Q i� z z s� 0 z x 0 i m m N x Z 0 0 N (D N � N ID < m m a ao m D z r Ol I 50 N m m X N m 1 ! ti P N O p N N I I (7 w J r c N m Ii 0` m O P Z m O Z Z Z ?m I O �Z p m `� So 0 VN _ N A J I I 1 �F m I W N m m D P D � � N �+ + n v, o w r, ° o m z0 O 0 Op a Z OD ;5 + O V O p O ° O ti < A m m m X N m a I I I A � I p i V N �+ C N M + (7 W r O N o m O PZ z + O !� co N 0� m m x m Q i� z z s� 0 z x 0 i jO ' I o T I 0 0 rn Rdy d td dg � n n rn m O N y j'o ' I O 'I 0 CIDc z 0 0 c o� Q �w C)4 ZI m0 O_ 2°n A A Z A Z O _f I U903 I 2012 12 Z8 __q_ \____03 hyd b d t 1 dg ro m x <m ao D 1 < w w N O N 1 O s U) ( N m� m o I1r00 O D D mww < w m m c 9 is ° I I� Ilai x nwf rw -I D I w O r m a m m I sDS I+ G)I m O V w C E-) m D m y N -4 mr orr. m o 0 -, f< 1 00 N v c Z m Z m a D I m1 r0 my 0 m N fn w m c sD o� z m 11 m n m 0 o OJ>A9V V >_ N 11 m drwr wm O < m O 0 I O 0 + o A1m m om w N x s < V O w 0 m sin m m 1 mCO r0 z O 9 U) 11 m �C, CO 10 z N < 2 N w 0 Ed O �I m m 0 i m n r I �0 1w y r r D N< r 11 H N I m z N I Nm s° I m va m w m o G) z m D v wmwr < O < D o-4 O m IC 1 w b 00 mmmw zs I r� mx 0 x 0 wz m I O N MD w .. -4 O < < r O W Y rn <O mz M c c Oti r w v zs W11 w uc m s o a I I N O r m wm o I ti N I I / m I I 1�O mm1 rs m s [� y D z m A u 0 N D N O I I� I� O w m Z 1 I 'A rOx m I I wv � m all 00� m V m w z m r m T / < C < ro m x <m ao D 1 < w w N O N 1 O s U) ( N m� m o I1r00 O D D mww < w m m c 9 is ° I I� Ilai x nwf rw -I D I w O r m a m m I sDS I+ G)I m O V w C E-) m D m y N -4 mr orr. m o 0 -, f< 1 00 N v c Z m Z m a D I m1 r0 my 0 m N fn w m c sD o� z m 11 m n m 0 o OJ>A9V V >_ N 11 m drwr wm O < m O 0 I O 0 + o A1m m om w N x s < V O w 0 m sin m m 1 mCO r0 z O 9 U) 11 m �C, CO 10 z N < 2 N w 0 Ed O �I m m 0 i m n r I �0 1w y r r D N< r 11 H N I m z N I Nm s° I m va m N m m D�rn N D n C v> m0 3�0 II II W �wm �n 0 = N o O CA) N V O + 00 m 000 r CA) N V _ (A m m Q M p <n X m W m o oc m WD G) z m D v rmn s O o-4 O m IC c b 00 N zs I r� mx ro I O N mT �� r9 wm W Y rn <O W C Oti r 0 0 it m w m W11 w uc .' I N O v1^nwi <w m wm I ti m �> N / mm Z 1�O mm1 rs m s [� y D z m A u 0 0 m .. N m w z I I� I� C cm m o N o v 1v wr D tn< v m o D w r r < N x O < w +w w w v m all 00� m O w m mwmo w m w r w z m r C.) < C < r m D wos � () N z •. D C C z S D m M T m m v m O x 0 m N m m D�rn N D n C v> m0 3�0 II II W �wm �n 0 = N o O CA) N V O + 00 m 000 r CA) N V _ (A m m Q M p <n X m W m o oc r G) z m D v r o o-4 O m IC m A b 00 m o zs I r� mx c0i v D I O 00 mT �� r9 wm W Y rn <O W C I r 0 0 it m w m W11 w uc .' I N O v1^nwi <w m wm I ti m �> N O m Ij 1�O mm1 m< o [� y D z m A I I r0v 'i N N I I� I� wzm tzi» oaA z m CA m rO+ / 1 v m o D w r r < mDm z m all 00� m O w m mwmo w m w r w z o< 1 0 W N C.) � -10-4 D m D Om w 0 +� N () N I < V m f n w C C W w m m M T V m O x 0 z w N m y -1 s m w•,-1 O D r V O+ sw x ` y I m< <r- m m + s my so o m90o) I� wv m 11 w T < m1 N r w m y m v (n z N f V < Cl) m -4 11 CD 30 ar 1 0 o I N N V ; D m D ° I� r w ym I Duo I 2 00 n 0 > D I O REVISIONS T X W OR a ..-. 7 %�i: • w� ` i.1.1 i \11'1 rte. I� II m i w N i PDE ^� l_/ O OZ0 m v mZ-iCA y m m r � r C g , M ;a ! ° 20 �5 I C71 w 0 �' I 0 II _ �: W v Cl) mD ADZ I O n/ W N V ,y V O W m m G) z m D v r o o-4 O ic m W C c 00 r zs I Dwm + °> 00 D I vmm W C I I r N 9 W11 w 'DO= V I N O �I m m D 0 I m I ti I m H s m .+ z m o I I N D I N D o m _m« / w D 1 v m o D w r r < , X N O c m O w m 0 oxsx m rOZ W N m � O c» w o m O C 1 m -i W C Z -vC,D I 0 N r o r O r N O O m 0m. V A 71 D-1 T'o m G) < -1 E 'o m 1 m C.) W I m< <wm m m m s my so r .+ moz m 11 { I T GZ 'n v m (n z I Cl) m -4 11 m w A O p 1 N I O D A miNw NO V ; D m D ° I� r w ym I Duo I 2 ' w vJ n 0 > D I -v= as T X W OR a ..-. 7 %�i: • w� ` i.1.1 i \11'1 rte. I� II m i w N i PDE ^� l_/ O OZ0 m v mZ-iCA y m m r � r C g , M ;a ! ° 20 �5 I C71 w 0 �' I 0 II _ �: W v Cl) mD ADZ I O n/ W N V ,y V O W 00 70 n I C1 W V W O r II CA) N %0 " m m w z v r o a D O ic m s p < 00 < m c C Dwm m z a 00 D O D vmm < r I r r W11 w 'DO= v N N O �I m m D N < I m < I m H s m .+ z m o I I N D I M D o m m C w D 1 w C X O w m 0 Iv m rOZ W N N � r w N O p 1 m -i W C W -+ w I 0 N r o r py my m m <0 + m v m w w s O N w D T N <wm X v m �V m r .+ moz s 00 70 n I C1 W V W O r II CA) N %0 " _ -n v D o r. O ic m Q 00 s Dwm 00 v vmm D r r m 'DO= v N w z z m m D y A m < ooz m H o m .+ z m o z m D o m z y o m m C w D 1 w C X w 1r Iv z W N N r w N O p r m r- r- -+ w rr. z 0 N r o r py 1 m m m + m v m s w s O .. D T <wm X v m �V r .+ moz m 'n v m Cl) m w A D m m c Dm � ' w vJ > D as mD i z O -1 0 O sm �+ m 0 II mm N O 0 V O � W + V O C 00 O i X n I < I to I + I o O I n �o W N I„ N N + O O r O O ■ Z ;o o fD n z Q1 �i c rF 3 H fD m 0 0 4 W 0 oo O Z O o r. O ic m Q 00 00 D D r r m O mU) D M 0o >(n z z M z za D H D mD m O m '° z D D D 00 -1 m Dr > r- < lJ, < H Iv z W N N N II D-A' II -+ w rn N O n -n D r O O ■ Z ;o o fD n z Q1 �i c rF 3 H fD m 0 0 4 2012 >F Z Q O N r m b d t 1 dg 38niondis 108iN00 1311no NISV9 NOI1N313a A80 C r i v m m \ / z ° D m e D Z N 2 / N < m a 3 FT I noO om < m a xa n <ao yE m °yay� am ���yyc" N�ymy m m a ~ ym p T < w oa > c s m Nn ano m xm tz ti HrT 2m N �x OM rD+mCi S y z .rm ro O O y 1 M 6 FT J/� n � 0 < a Z ~ N y N N v T o a m- C m 1 9 m Ic ti m mx m x�m H x N T m�mx m H yx N I DRY DETENTION BASIN OUTLET CONTROL STRUCTURE 0 X ' r z gy m ° y 3 FT L m N m D �rn TrL z + moon --I O Q h-B YIN O 3 -i a r- /`u M M I Z -6 FT z z ° 40 mm m 0 m `- F+ m S T /lJ r to m N � o N y df C N� v � N M N s 1 IL I M � N Mc z 0 z 0 a z m O N m N M II Z m N ~ I 0 2 m Z y C� y C A 1 6 FT -� 0 a mT m� r 1 T fey o a ° V M m E M z y P Ng Om IM -1 m .D.s wmao 0ss6 �mr� ZI O Z1 i N� cy m z fi Q� �+ m z T} x zm acoio m z N x0 SOT C a m III ich 3 FT vy� C r i v m m \ / z ° D m e D Z N 2 / N < m a 3 FT I noO om < m a xa n <ao yE m °yay� am ���yyc" N�ymy m m a ~ ym p T < w oa > c s m Nn ano m xm tz ti HrT 2m N �x OM rD+mCi S y z .rm ro O O y 1 M 6 FT J/� n � 0 < a Z ~ N y N N v T o a m- C m 1 9 m Ic ti m mx m x�m H x N T m�mx m H yx N I DRY DETENTION BASIN OUTLET CONTROL STRUCTURE 1 N Am I 0 z I ala T O m ! E u a s n 0 S z O O N C'f a r M w(n0 OmcT � 0 cm m0 -i Z N O VJ M 0 H Z O H M (7 cn m C/) W co D 7 C_ M m Ill ^H a r D -O .Z) f7 I= v 1 1 M r Icn C C M M O C 0 X ' r z gy m ° y 3 FT L m N m D �rn TrL z + Z 1T, --I O Q h-B YIN O -i r- /`u I Z -6 FT PM P"� X zz m 0 `- F+ m S T /lJ m N � o N y N� W I N s 1 -0 � N m py ym m z 0 z 0 x ma m Z a m� �Z 0 2 m m DO D< o � T m = mm -�a a mT m� a fey 1 N Am I 0 z I ala T O m ! E u a s n 0 S z O O N C'f a r M w(n0 OmcT � 0 cm m0 -i Z N O VJ M 0 H Z O H M (7 cn m C/) W co D 7 C_ M m Ill ^H a r D -O .Z) f7 I= v 1 1 M r Icn C C M M O C 0 X ' r rn D �rn O z + Z 1T, --I O Q O -i r- /`u X zz `- F+ m S T /lJ m N � o M ca cb s -0 n z 0 z 0 Z a m� �Z 0 i P_1�2 I? 2803 hyd b d t 1 dg W V 0m n z nn mn DO 0m rD m D0 W> 00 D Km v -1� K N Dz m D0 m �D mz m cM zz 0 m m r- 0 C0 cn Z C m v W m m m m Z ca a z O m z z CA m O) N A W i� zz vg =_ c �� �* { n C, mm �z �D D7C 00 m- nU) ;z m0 �z rm Om r0 �� N �D Do �_ > �o vc Om 00 Oi(A 2- r-r- mop qm m -i vc � -n X r mz c 0 v v m 0 ccn �� �z z z zD m0 m c I °z v -4 ov c Tm mi G WO v z DC D m r v m =m z ° m m z Q v D Mr m z DN m m Do < 55 D zD m D m y m m c T D m CD U) s� a= m U) m 0< mm (n v Dm O-A z= Nz N m° 0 c cm m° mR r--1 O° O G) c Do S Om m° m o CD 0 U) p>Env0m m O� ~ ix O� tl (� am >m $@ Q o mr�c ami r m ti m m C p y m C I� r z z m p m o 0 Z m Z C 1 O Z Z o D X U) X Z v Z m O m z m U) C7 !- —I D CO 2 D C7 O O O C r m M C 0 C m 'm'^^ V/ 0 '1 o cp A i y m Z z Y u N ly Z Cl Z C Z o ° O y A' a W N -+ a) N A W N { -1 -I D -a m r- mm zm mmc z�m D <v zm� ,) v O z O m O m n < r �� -n ;u �mtn R1 D m r D D mC/) NOrm �mm Z rn m ° n c c 0 r Z m Dr,_ mD Z00 -� moz °0) O D z D 0 m O r mzcn Tom 5c0 r v � -1 Z D = D m m mor mmm vnx Z = Cl) O W D m m O z Z rr- z Dzm 0m= O 0 0 m n 0 00 D N S m -i m -i r 0O z z m 0 C M� C ��a � z z � fTl m K - m == �zm -n r, m N v o my 0mm m z< �mr- 000 O X r 0 � 0 m O m cnvm ��m X ca cn m v m OM ,i � m0U) ao Az :U umi m m C mN mm -� T Cl) m m Z m m T Dm °m m� o Z z = v W o Z 00 m n Cl) Z m O D m W zv T T ;0 D 0 s -0i Z 0 D z z m --I ;u = m c 0 � O m m m z z N � � D = ao O m M O X m p>Env0m m O� ~ ix O� tl (� am >m $@ Q o mr�c ami r m ti m m C p y m C I� r z z m p m o 0 Z m Z C 1 O Z Z o D X U) X Z v Z m O m z m U) C7 !- —I D CO 2 D C7 O O O C r m M C 0 C m 'm'^^ V/ 0 '1 o cp A i y m Z z Y u N ly Z Cl Z C Z o ° O y PENDING R/W REVISIGN (PJS) ELIMINATED AUE ON PARCEL l 3 AND & dy p M dg �1 �I II II II II — i . cm ow I I \ \ 11 REVISIONS I ' VaT I \ rp \ O N \ 00 � � I 0 FtlT. ld 0 MATCHLINE SEE SHEET NO 5 MJA �SLM I —L— ST A l5 +00 00 15 z� I z< N� mop .Z z A 0 o Z 0 9 E8 li }1 I REVISIONS PENDING R/W REVISION (PJS) - REVISED THE R/W ON PARCEL la ELIMINATED THE DUE ON PARCELS B AND 10 AND ELIMINATED THE AUE ON PARCELS 6. B 9 AND la 01105112 R/W REVISION (TLW) REVISED PUE ON PARCEL IB 12120111 R/W REVISION (PJS) THE AUE WAS ELIMINATED ON PARCEL 15 AND PARCEL 19 AND WAS REVISED ON PARCEL 17 THE TCE WAS REVISED ON PARCEL 19 AND THE THE STATION OFFSET WAS CORRECTED AT Y2- STA 12 +38A0 RT ON PARCEL 11 CLAIM WAS ELIMINATED ON PARCEL IS 10/14111 R/W REVISION (PJS) THE R/W WAS REVISED AND THE AUE AND PUE WERE ELIMINATED TO MINIMIZE IMPACTS ON PARCEL 11 (CEDAR PLANK LLCJ. dy p h5 dg DRIVEWAY CONNECTION WAS PROVIDED ON PARCEL 13 (JAMES a ETAL & MONICA P DOSS) FOR ACCESS ROAD. 8/17/99 Lna��oD� �tl tl a 4 4t` _ 15 +00 ST A 00 SEE SHEET NO 4�� j MATCHLINE Fq dtlaaa mazes J_II" lM p Q! 0 N aaI �$=�w° t ,'P \ I 1�Qi 1 I 1 rrl b ow A age � Fi � I � II I1 �� O i � 1 I II II � a Ry Q1 % \ a ti �' p �` I tloos BYE 1000 \ 4� 8P o 19 a�� f * ��: $ co�qq p fir` \ v I _ I I II �� ° �zo ° ° gI � \✓ �'� \\ � � � � 111 � N IRS � II ��\ � �i cz N�\ / / 1 / LD A yyyy b / all w� N I r I N �o p OO r i SZ mm D ,0 m 7o r �v I R• el j I�j \ / z t L w I A L4 S/ / ' O�F o � 0 ° ��I �� -' - 1ti ��p L 101 8 �✓ a $ — — Y2 101 9 t` q95— — —Sa I I 11 v z �J OOS We A2,15 Dom a t � �� N j �I�� � � ❑ y � s �I C F n sea � 1 ° I(� jl zs ro • 'L � a O yQ 111�� a 0 I ~iy m 0 ;9 to z A $ Z f 1 I O $ I > $ ^ I O THE Yd l� S A CIUPEL HILL 'A z P, o �o«< L MIND 34 Te e� z 1z m s Sy l N0 6 's L STAt28.1-0000 � �G z �� r � I B 2012 %P 07 d 4\ 2803 dy p h7 dg I I J 14 REVISIONS PENDING R/W REVISION (PJS) THE TCE WAS ELIMINATED ON PARCEL YZ AN THE PDE WAS CHANGED TO TCE FROM -L- STA 46 +2800 TO STA 49#100 LT ON PARCELS 33 THROUGH 36. 01105112 R1W REVISION (TLW) - ADDED DO NOT DISTURFNOTE TO THE ISLAND AT THE ENTRANCE OF -Y6 12120111 R1W REVISION (PJS) - THE AUE WAS ELIMINATED ON PARCEL 28 PARCEL 30 PARCEL 31 PARCEL 32 AND PARCEL 33 THE PUE WAS ELIMINATED ON PARCEL 37B AND PARCEL 3& THE PUE WAS CHANGED TO AUE FROM -L- STA 52 +5372 TO STA 52 +7600 LT ON PARCEL 31 THE PUE WAS REVISED AND TCE WAS ELIMINATED ON PARCEL 29 THE TCE WAS ADDED ON PARCEL 32 AND PARCEL 33 THE DUE WAS CHANGED TO POE ON PARCEL 34 THRU PARCEL 36. THE CLAIM WAS ELIMINATED ON PARCEL 30, PARCEL 31 AND PARCEL 378. MATCHLINE SEE SHEET NO 6 —L— STA 41+0000 amiss tn�tir p D� _ III li I O$ 30 WIDE 0 SA Y TERIWE EASEMEN I O 7KW �l pY 81 C 66 II I g' z all r. RC f1 N 1 I I I I $54 P z � T nx 0 I I ' �; LISA " r 4 m $ I OO II n.. ? x / fin S� o I� III 0 ' o Y a I g Ln �I jzca9 s / / a I I LR ca ` I 3 2 R IIpI11 6 �_+, +10.00 _ 62 VIII �s s STS m / ¢ % m II I z ° tcjF� Inl I �12- II 6 I M �• jNQ , m S � 9 S Y m � N f' in �y.� �O rL In l LG� $!�� /lid o l x �` 57� SeCz etr tQ3i� I ° c z I llpi,Il �YaNa�N b I� m� pQ ^� 3•Y5�YY S e V �� p l �11II /d a Ma S e oil / \ „ Sig y sl 00* °if \.6\ �■ Pt is '� �j m '�lys\ a I as �s+sf S I {� p 4 YYYVI 41 p Kr NNa I Off ii e+' t / b$iGN1 I o� rn m 1 f I Q Val DUKE POWER CO P o _ EASEMENT F 8 5 l,?S MON s e6� u% JJ� O� f I ti mfa1Z I Lo 7 =0 DUKE POWER CO ASEMENT � dm DTI 0 I i D r E E;y r c p l m O ~ HI O O m 338gg NORCAN : m ° C CREEK 021s is z t Oi I j D oI �y3 5611 26 E \ 4 v I 4 rn $I� z Ivr4 r z= z I I L0 pZ I I I 1 z. U. z0 0 I"n MATCyLINE SEE- SHEET NO ddd _ pA 8 ' r �a —L STA 54f0000 y z N �o s DO r rrn Zr 70 �12- II 6 I M �• jNQ , m S � 9 S Y m � N f' in �y.� �O rL In l LG� $!�� /lid o l x �` 57� SeCz etr tQ3i� I ° c z I llpi,Il �YaNa�N b I� m� pQ ^� 3•Y5�YY S e V �� p l �11II /d a Ma S e oil / \ „ Sig y sl 00* °if \.6\ �■ Pt is '� �j m '�lys\ a I as �s+sf S I {� p 4 YYYVI 41 p Kr NNa I Off ii e+' t / b$iGN1 I o� rn m 1 f I Q Val DUKE POWER CO P o _ EASEMENT F 8 5 l,?S MON s e6� u% JJ� O� f I ti mfa1Z I Lo 7 =0 DUKE POWER CO ASEMENT � dm DTI 0 I i D r E E;y r c p l m O ~ HI O O m 338gg NORCAN : m ° C CREEK 021s is z t Oi I j D oI �y3 5611 26 E \ 4 v I 4 rn $I� z Ivr4 r z= z I I L0 pZ I I I 1 z. U. z0 0 I"n MATCyLINE SEE- SHEET NO ddd _ pA 8 ' r �a —L STA 54f0000 y z I I REVISIONS PENDING R,W REVISION (PJS) - REVISED THE PUE ON PARCELS 29 AND 30 EUM/NATED THE PuE ON PARCEL 40. 7 &EBd2012 \ F 07\ 2803 dy p h8 dq I I MAT CHLI NE SEE SHEET NO 7 —L— ST A 54+0000 O 30 0 UE N n I ` J' y Y T O CO f1O 3� n 09 I e y \ I \ m r .e> m u S� �` o r �y Qno DU o , TOa Ln sr— BIL 12 11 / gel to FLOX NOW RD o \�� \� �A s° \\ \ O Q di "ba /o O 1 oil � rwresi s § I o a n a 11 Ik_O"` O � $ rQal�\ II \ O 0 0 fi ia sv o�T �\ \ II 1� N 0' 0 0 0 d ° Go /J IIII I Q i _f 0 0 0 0 t Q ° —©_° ° ° O 1 0 O ° O — _ - - - - -- J O° s o° O 0 0 0 0 rQ O O O fr- ZOO 0 "0 0 _ 3m P 0 y / j O / /j • i / \y4\ ° \$ \ �,.� � F I �,•�= I I )1 III U, S,> Cif Il04 01 X so �z m m �II o I, " I °" OO Ul :o g IIOI Q I A 1100" Z9 y . �1 O J# fl .......... ........... ......... n..ouu..uuuou.ruou o.r... -. ■ .... .............................:: �.................- II..T.7 u.uuuuuu uu... ■.....U...RCn.U.......... ■0..1� ■GMl uuuu...u.. uu■ uu. uu. uounu. ■ou.ou ouuuu uuuoo uoououu.uu■ ■ou.uu..uouu.00uoo uuu.uuouu.ou.uoo. ououo ouo.0 ■uouuo nouuuuuoouoouuuoum ■uoouuu■ouou. iiiiiiiiiiiiiiiiiiii N:........W..Mm....UUMiiU NUMMOU: F r�, a) s: n a N ° - m i WETLAND IMPACTS SUMMARY OF AFFECTED PROPERTY OWNERS TRACT NO PROPERTY OWNER ADDRESS SITE NO 29A BO ZHENG & YE JUN 107 KENILWORTH PL CHAPEL HILL NC 27516 1 NCDOT DIVISION OF HIGHWAYS ORANGE COUNTY PROJECT 3486011 (U -2803) SR 1919 (SMITH LEVEL ROAD) FROM GLI SOUTH OF ROCK HAVEN ROAD TO n-A Drawing BRIDGE NO 88 OVER MORGAN CREEK ` K of SHEET OF z 00 §o �E& )g §* 22� ( �2« \p�)2 < ©m_ mt■�o � 7) � /« � /�\ƒ 'OU oo), °e � z§2b� �cc2c �g$E� ©§2 Q §§ §220 ����) §�o 0 k - § j k 2 §§ � \k /� / co k § © �k��c,j k _ � r � ■ � a � f � U) � a I2c_2o I j ) . 7 k 0 � k�k f ■ ee«u ■ w 22 ®� 9 ;uk & � Z�_ 2■ 2�)Q § � w � q CL r- ] J±s� k §cf ._.; §z2 � z z § § §�§ z%z ,• kf wd§ �� &�& o)c Qm2 3 0) 3 � F- Ir Spy §� ��k 7ƒ oo/ � }§ § t�� ■ JFO- | U) z