Loading...
HomeMy WebLinkAbout20120535 Ver 1_Application_20120504#RR � �i > AY 4� STATE OF NORTH CAROLINA -"" ale DEPARTMENT OF TRANSPORTATION °ST %441 ry '�1-sR BEVERLY EAVES PERDUE EUGENE A Co #'I JR GOVERNOR SECRETARY May 24, 2012 U S Army Corps of Engineers Regulatory Field Office 69 Darlington Avenue Wilmington NC 28402 1890 ATTN Mr Ronnie Smith NCDOT Coordinator r,- 0 5 2 0 Z) �J Subject Application for Section 404 Nationwide Permits 23 and Section 401 Water Quality Certification for the proposed replacement of Bridge No 47 over the Lumber River on US 401 in Scotland and Hoke Counties Federal Aid Project No BRNHS- 401(14) Division 8, TIP No B 4273 $240 00 debit WBS 33614 1 1 Dear Madam The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge No 47 over the Lumber River on US 401 with a bridge The current structure is a six span bridge approximately 240 feet in length The replacement structure will be a four -span bridge approximately 260 feet in length An on -site detour will be used to control traffic during construction There will be a total of 101 acres of permanent impact to wetlands for the project The 10 1 acres of permanent impact to riparian wetlands are due to the construction of the new bridge There will be 0 65 acres of temporary wetland impacts due to fill for the on -site detour and use of a work bridge An additional 0 26 acres of impact will occur due to hand clearing of wetlands in the vicinity of the temporary detour Please see enclosed copies of the Pre Construction Notification (PCN), NCEEP acceptance letter, jurisdictional determination forms, stormwater management plan, permit drawings and design plans for the above mentioned project The Categorical Exclusion (CE) was completed In January 2007 Copies were distributed shortly thereafter Additional copies are available upon request MAILING ADDRESS NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER RALEIGH NC 27699 1598 TELEPHONE 919 707 6100 FAX 919 212 5785 WEBSITE WWW NCDOT ORG LOCATION 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 -4328 �\l This project calls for a letting date of November 20, 2012 and a review date of October 2 2012 however the let date may advance as additional funding becomes available A copy of this permit application and its distribution list will be posted on the NCDOT website at http / /www ncdot org /doh/preconstruct/pe /neu/permit html If you have any questions or need additional information please call Jason Dilday at (919) 707 6111 Sincerely, Gregory J Thorpe, PhD , Manager Project Development and Environmental Analysis Branch The "cc" List NCDOT Permit Application Standard Distribution List E o�0F W A rF9o� y 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 E] Section 10 Permit lb Specify Nationwide Permit (NWP) number 23 or General Permit (GP) number 1c Has the NWP or GP number been verified by the Corps? ® Yes ❑ No ld Type(s) of approval sought from the DWQ (check all that apply) 0 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization le Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ❑ Yes ® No For the record only for Corps Permit ❑ Yes ® No 1f Is payment into a mitigation bank or in lieu fee program proposed for mitigation of impacts If so attach the acceptance letter from mitigation bank or in lieu fee program ® Yes ❑ No 1g Is the project located in any of NC s twenty coastal counties If yes answer 1 h below ❑ Yes ® No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2 Project Information 2a Name of project Replacement of Bridge 47 over the Lumber River on US 401 2b County Scotland /Hoke 2c Nearest municipality / town Wagram 2d Subdivision name not applicable 2e NCDOT only T I P or state project no 8-4273 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 lldilday @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 la Property identification no (tax PIN or parcel ID) not applicable 1 b Site coordinates (in decimal degrees) Latitude 34 900180 Longitude 79 349092 (DD DDDDDD) ( DD DDDDDD) 1 c Property size 10 0 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to Lumber River proposed project 2b Water Quality Classification of nearest receiving water WS IV B Sw HQW 2c River basin Lumber 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 US 401 is a major highway route serving overweight traffic Land use within the project vicinity consists of forested wetlands Also included is the vicinity is are lands owned by NC Parks and Recreation and a NC Wildlife Resource Commission boat ramp 3b List the total estimated acreage of all existing wetlands on the property 8 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 200 3d Explain the purpose of the proposed project To replace a structurally deficient and functionally obsolete bridge 3e Describe the overall project in detail including the type of equipment to be used The project involves replacing a six span 240 foot bridge with a four span 260 foot bridge on the existing alignment with an on site detour 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 is anticipated to be issued at permitting 4b If the Corps made the jurisdictional determination what Preliminary ina ❑ Prelim Final type 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 ❑Yes ®No El Unknown for 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 Site 1 ® P ❑ T Proposed Rivenne Swamp ® Yes ® Corps 064 bridge /Fill Forest ❑ No ❑ DWQ Site 1 ® P ❑ T Proposed bridge /Mech Rivenne Swamp Forest ® Yes ❑ No ® Corps ❑ DWQ 037 Clearing Site 1 ❑ P ® T Detour/Temp Rivenne Swamp ® Yes ® Corps 0 50 Fill Forest ❑ No ❑ DWQ Site 1 ❑ P ® T Work Bndge/Temp Rivenne Swamp Forest ® Yes ❑ No ® Corps ❑ DWQ 015 Fill ❑ Yes ❑ Corps Site 1 ❑ P ❑ T ❑ No ❑ DWQ ❑ Yes ❑ Corps Site 1 ❑ P ❑ T ❑ No ❑ DWQ 1 01 ac 2g Total wetland impacts Permanent 0 65 ac Temporary 2h Comments 0 26 acres of wetland impact will occur due to hand clearing in the vicinity of the on site detour 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 Bridge bents ® PER ❑ INT ❑ Corps ❑ DWQ <0 01 ac ❑ PER ❑ Corps Site 2 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 3 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 4 ❑ P ❑ T ❑ INT ❑ DWQ Site 5 ❑ P ❑ T ❑ PER ❑ INT ❑ Corps ❑ DWQ ❑ PER ❑ Corps Site 6 ❑ P ❑ T ❑ INT ❑ DWQ <0 01 ac 3h Total stream and tributary impacts Permanent 31 Comments Bent 1 impact =8 4 sq ft Bent 2 impact =11 2 sq ft Bent 3 1mpact =11 2 sq ft Total impact =30 8 sq ft 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 indi idually 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) (if applicable) or Temporary T 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 0 Total open water impacts 0 Permanent 0 Temporary 4g Comments 5 Pond or Lake Construction If pond or lake construction propose d then complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f Total 5g Comments 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes permit ID no 51 Expected pond surface area (acres) 5j Size of pond watershed (acres) 5k Method of construction 6 Buffer Impacts (for DWQ) If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts below If any impacts require mitigation then you MUST fill out Section D of this form 6a ❑ Neuse El Tar Pamlico El Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact will occur to the Lumber River In areas where temporary fill will occur in wetlands fiber coir matting will be placed between wetland materials and fill materials After construction fill material and fiber coir matting will be removed 1 b number — Reason for impact NCDOT Best Management Practices for Bridge Demolition and Removal will be implemented during the removal of the Buffer Zone 1 impact Zone 2 impact Permanent (P) or 2 Stream name mitigation (square feet) (square feet) Temporary impacts to Waters of the U S or Waters of the State? If no explain required? If yes mitigation is required by (check all that apply) ❑ DWQ ❑ Corps ❑ Mitigation bank El Yes If yes which mitigation option will be used for this ® Payment to in lieu fee program B1 ❑P ❑T project? ❑ No ❑ Permittee Responsible Mitigation El Yes B2 ❑ PEI T ❑ No ❑Yes B3 ❑P ❑T ❑ No 6h Total buffer impacts 61 Comments D Impact Justification and Mitigation 1 Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project The proposed bridge replaces a 6 span bridge with a 4 span bridge meaning less bents in the water The bridge will be replaced at its existing location The bridge will be replaced at approximately the same grade and footprint as the original bridge Replacement of the bridge will use a temporary work bridge Design was modified to minimize impact to NC Department of Parks and Recreation land and the NCWRC boat ramp No impacts causing loss of Waters of the US will occur to the Lumber River In areas where temporary fill will occur in wetlands fiber coir matting will be placed between wetland materials and fill materials After construction fill material and fiber coir matting will be removed 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques NCDOT Best Management Practices for Bridge Demolition and Removal will be implemented during the removal of the existing bridge Best Management Practices for the Protection of Surface Waters will be employed Design Standards in Sensitive Watersheds will be employed 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for ® Yes ❑ No impacts to Waters of the U S or Waters of the State? If no explain 2b If yes mitigation is required by (check all that apply) ❑ DWQ ❑ Corps ❑ Mitigation bank 2c If yes which mitigation option will be used for this ® Payment to in lieu fee program project? ❑ 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 0 linear feet 4c If using stream mitigation stream temperature ❑ warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested 2 02 acres 4f Non riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5 Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan 6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required 0 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 ® Yes ❑ No Comments See attached permit drawings 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 permit drawings ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ® DWQ 401 Unit 3 Certified Local Government Stormwater Review 3a In which local government s jurisdiction is this project? not applicable ❑ Phase II ❑ NSW 3b Which of the following locally implemented stormwater management programs ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4 DWQ Stormwater Program Review ❑ Coastal counties 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 ❑ No NA 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No NA F Supplementary Information 1 Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No use of public (federal /state) land? lb If you answered yes to the above does the project require preparation of an environmental document pursuant to the requirements of the National or State ® Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If you answered yes to the above has the document review been finalized by the State Clearing House? (If so attach a copy of the NEPA or SEPA final approval letter) ® Yes ❑ No Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after the fact permit application? ❑ Yes ® No 2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) 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 Due to the minimal transportation impact resulting from this bridge replacement this project will neither influence nearby land uses nor stimulate growth Therefore a detailed indirect or cumulative effects study will not be necessary 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 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 Heritage Program database USFWS Raleigh Field Office website biological surveys for protected species listed for Scotland /Hoke Counties which include American alligator red cockaded woodpecker Michaux s sumac Saint Francis satyr rough leaved loosestrife Canby s dropwort and American chaffseed All species received a Biological Conclusion of No Effect No habitat is present in the study area for Saint Francis satyr rough leaved loosestrife American chaffseed or red cockaded woodpecker Habitat is present for Michaux s sumac and Canby s dropwort but surveys conducted of the study area resulted in no specimens being found American alligator does not require surveys 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 WIII 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 WIII 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 Dr Grego1y f Thorpe, Ph D A plic t/Agent s Signature Date Applicant/Agent s Printed Name (Agents signature is valid only if an authorization letter from the applicant is provided 10 r4d�ji Eco�ystem PROGRAM May 3 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 B 4273, Replace Bridge Number 47 over the Lumber River on US 401 Scotland County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the compensatory riparian wetland mitigation for the subject project Based on the information supplied by you on April 26 2012 the impacts are located in CU 03040203 of the Lumber River basin in the Southern Inner Coastal Plain (SICP) Eco Region and are as follows Lumber Stream Wetlands Buffer (Sq Ft ) 03040203 Cold Cl oop Warm Riparian Non Coastal Zone 1 Zone 2 SICP Riparian Marsh Impacts 0 0 0 101 0 0 0 0 feet /acres EEP commits to implementing sufficient compensatory riparian wetland 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 MI Ellison EEP Deputy Director cc Mr Ronnie Smith USACE — Wilmington Regulatory Field Office Mr Brian Wrenn Division of Water Quality Wetlands /401 Unit File B 4273 R."-tortAg Protie" ow J-tA& � I NCDETdR North Carolina Ecosystem Enhancement Program 1652 Mall Service Center Raleigh NC 27699 1652 / 919 715 0476 / www nceep net 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 B4273 (Bridge No 47 over Lumber River on US 401) C PROJECT LOCATION AND BACKGROUND INFORMATION State NC County/pansh/borough Scotland/Hoke City Wagram Center coordinates of site (]at/long in degree decimal format) Lat 34 900180 LI Long 79 349092 W Universal Transverse Mercator Name of nearest waterbody Lumber River Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows Lumber River Name of watershed or Hydrologic Unit Code (HUC) 03040203 ® Check if map /diagram of review area and/or potential jurisdictional areas is/are available upon request E] 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 II SUMMARY OF FINDINGS A RHA SECTION 10 DETERMINATION OF JURISDICTION There flip' , at o bee o navigable waters of the US within Rivers and Harbors Act (RHA) Jurisdiction (as defined by 33 CFR part 329) in the review area [Required] E] Waters subject to the ebb and flow of the tide El 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 ON 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 19 Wetlands adjacent to TNWs Q Relatively permanent waters 2 (RPWs) that flow directly or indirectly into TNWs F4 Non RPWs that flow directly or indirectly into TNWs Wetlands directly abutting RPWs that flow directly or indirectly into TNWs ® 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 0 Impoundments of junsdictional waters SMI 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 600 linear feet 50 100 width (ft) and/or acres Wetlands 3 00 acres c Limits (boundaries) of Jurisdiction based on Established bj,C)I yiM Elevation of established OHWM (►f 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 i Boxes checked below shall be supported by completing the appropriate sections in Section III below 2 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) 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 I 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 Lumber River Summarize rationale supporting determination South Fork Catawba River is 50-100 feet wide NCWRC maintains a boat ramp adjacent to bridge No 47 for recreational users 2 Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is adjacent The Lumber River at Bridge No 47 is classified by NCDWQ as swamp waters (Sw) The wetlands at this area are contiguous and connected directly to the Lumber River 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 Ropanos 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 I 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 Ill C below 1 Characteristics of non -TNWs that flow directly or indirectly into TNW (i) General Area Conditions Watershed size PlchJUR Drainage area 1 Average annual rainfall inches Average annual snowfall inches (u) Physical Characteristics (a) Relationship with TNW ® Tributary flows directly into TNW ❑ Tributary flows through #W st tributaries before entering TNW Project waters are PiWlit river miles from TNW Project waters are i"11 river miles from RPW Project waters are Picic%.isst aerial (straight) miles from TNW Project waters are lPk,LAO aerial (straight) miles from RPW Project waters cross or serve as state boundaries Explain 'Note that the Instructional Guidebook contains additional information regarding swales ditches washes and erosional features generally and in the and West Identify flow route to TNW5 Tributary stream order if known (b) General Tnbutary Characteristics (check all that apply) Tnbutary 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 lE 1C� Primary tributary 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/niile/pool complexes Explain Tributary geometry Kiaut Tributary gradient (approximate average slope) % (c) Flow Tributary provides for Estimate average number of flow events in review area/year 1P k� Describe flow regime Other information on duration and volume Surface flow is iW17a . Characteristics Subsurface flow Explain findings ❑ Dye (or other) test performed Tnbutary 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) ❑ High Tide Line indicated by El 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) (in) 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 i Flow route can be described by identifying e g tributary a, which flows through the review area, to flow into trbutary b which then flows into TNW 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 'Ibid (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 (i) 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 Characteristics Subsurface flower Explain findings ❑ Dye (or other) test performed (c) Wetland Adjacency Determination with Non TNW ❑ Directly abutting ❑ Not directly abutting ❑ Discrete wetland hydrologic connection Explain ❑ Ecological connection Explain ❑ Separated by berm/barrier Explain (d) ProxumtY(Relationshtn) to TNW Project wetlands area river miles from TNW Protect waters are aerial (straight) miles from TNW Flow is from Estimate approximate location of wetland as within the t41UR floodplain (u) Chemical Characterutus Characterize wetland system (e g water color is clear brown oil film on surface water quality general watershed characteristics etc ) Explain Identify speck pollutants, if known (m) 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 analysis SckIrst Approximately ( ) acres in total are being considered in the cumulative analysis For each wetland specify the following Directly abuts9 (Y/N Size (nn acres) Directly abuts9 ( 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 of 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 floodplam 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 tnbutary in combination with its adjacent wetlands (if any) have the capacity to carry 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 Infecycle support functions for fish and other species, such as feeding, nesting spawning or rearing young for species that are present in the TNW? • Does the tributary in combination with its adjacent wetlands (if army) have the capacity to transfer nutrients and organic carbon that support downstream foodwebs? • Does the tributary in combination with its adjacent wetlands (if any) have other relationships to the physical, chemical or biological integrity of the TNW? Note the above list of considerations is not inclusive and other functions observed or known to occur should be documented below 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 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 vwth 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) TNWs and Adjacent Wetlands Check all that apply and provide size estimates in review area TNWs 600 linear feet 50 100 width (ft) Or acres { Wetlands adjacent to TNWs 3 00 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 Hardin Creek and its UTs have NCDWQ stream rating scores greater than 30 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) El Tributary waters linear feet width (ft) Q Other non wetland waters acres Identify type(s) of waters 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 asignificant 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) Tributary waters linear feet width (ft) [] Other non wetland waters acres Identify type(s) of waters Wetlands directly abutting an RPW that flow directly or indirectly into TNWs ZI 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 ® 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 junsdictional wetlands in the review area acres 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 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 Impoundments of jurisdictional waters 9 As a general rule the impoundment of a junsdictional tributary remains jurisdictional Demonstrate that impoundment was created from `waters of the U S or Demonstrate that water meets the criteria for one of the categories presented above (1-6) or Demonstrate that water is isolated with a nexus to commerce (see E below) 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 0 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 Identify water body and summarize rationale supporting determination 'See Footnote tl 3 ' To complete the malysis refer to the key in Section III D 6 of the Instructional Guidebook 10 Prior to asserting or declining CWA jurisdiction 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 Junsdredon Following Rapano& Provide estimates for Junsdictional waters in the review area (check all that apply) ❑ Tributary waters linear feet widt h (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 so el on the Migratory Bird Rule" (MBR) Waters do not meet the Significant Nexus standard where such a finding is required for jurisdiction Explain ❑ Other (explain, if not covered above) Provide acreage estimates for non Jurisdictional waters in the review area, where the sole potential basis of junsdiction is the MBR factors (► 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 (i a rivers streams) li near feet width (ft) El Lakes/ponds acres Other non wetland waters acres List type of aquatic resource Q 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) h near feet, width (ft) RA Lakes/ponds acres Other non wetland waters acres List type of aquatic resource ® Wetlands acres SECTION IV, DATA SOURCES A 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) Q Maps plans, plots or plat submitted by or on behalf of the applicant/consultant 3 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 [] Data sheets prepared by the Corps D Corps navigable waters study ® U S Geological Survey Hydrologic Atlas ❑ USGS NHD data ❑ USGS 8 and 12 digit HUC maps [] U S Geological Survey map(s) Cite scale & quad name ❑ 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 Q 100 -year Floodplam Elevation is (National Geodectic Vertical Datum of 1929) [] Photographs ❑ Aerial (Name & Date) or ❑ Other (Name & Date) Q Previous determination(s) File no and date of response letter E] Applicable/supporting case law ID Applicable/supporting scientific literature ❑ Other information (please specify) B ADDITIONAL COMMENTS TO SUPPORT JD one ew nu C C( ON l �'I CT 0 °1 � yd 8 8z Z� co n r I = y� I r" g> 83 C A O I I I O I O "I NC) �Z�! I r Cn� I Irn r o �I I / a 09/08/99 TIP -PROJECT: B -4273 m / N MB Q Rini \4,0 III / l� nVjt/ II / I 1 \ / C7 �y lam\ 'tl O Q 15 C 1-ma LUMBER RIVER h—I z O0 0 �m b � - I 20 25 30 -rn-i �v N 35 rn � h O a O w � Z V �b b �o V �O b O vl ti a P1 b n C L A c 4 t� z V 7 S N �I 41C) E W N '�' � W a 0 O 0 T N N N T r r^ N (n m m m O O O � y O Z n n ! coo N O O O G7 T C SZ Cj o v o o II II II it II II II Z I Q C N� a 0 N N N �(7 >r I N � � z � I x x z z o o m m X D z O c 'o C 2 III II n n a x w o J O �O r 3 m m N rn N Vf �I y 7 N oc a oa �yC N � x � H C n � S n m a � H � o � a c �a x M m � i 02 4 0 °1 � yd 8 8z Z� co n r I = y� I r" g> 83 C A O I I I O I O "I NC) �Z�! I r Cn� I Irn r o �I I / a 09/08/99 TIP -PROJECT: B -4273 m / N MB Q Rini \4,0 III / l� nVjt/ II / I 1 \ / C7 �y lam\ 'tl O Q 15 C 1-ma LUMBER RIVER h—I z O0 0 �m b � - I 20 25 30 -rn-i �v N 35 rn � h O a O w � Z V �b b �o V �O b O vl ti a P1 b n C L A c 4 t� z V 7 S N �I 41C) E W N '�' � W a 83 C A O I I I O I O "I NC) �Z�! I r Cn� I Irn r o �I I / a 09/08/99 TIP -PROJECT: B -4273 m / N MB Q Rini \4,0 III / l� nVjt/ II / I 1 \ / C7 �y lam\ 'tl O Q 15 C 1-ma LUMBER RIVER h—I z O0 0 �m b � - I 20 25 30 -rn-i �v N 35 rn � h O a O w � Z V �b b �o V �O b O vl ti a P1 b n C L A c 4 t� z V 7 S N �I 41C) E W N '�' � W a 20 25 30 -rn-i �v N 35 rn � h O a O w � Z V �b b �o V �O b O vl ti a P1 b n C L A c 4 t� z V 7 S N �I 41C) E W N '�' � W a w � m WTE 0 I I I m N N N I O O O O O O -i I O I = II � Nqp 83 j l � I c II I x I A 0 II I A I II I b I I � II I o II I I a II I z /* II M I / M 11 µ 10 o µ G MM M 1 I I I I I M J II epy I a� 4n �Ig I oa a � oy 1 II I 10+00 I M M M M M µ4 M y M M M µ M M ►M M M m M M M M M M M M 0 M M M µ M M M I MM I M M 1 I / M M M M M �, M a�i c� i1 M M M gal M I M * S M M M M M M MM M M M M M M AIL M M M M M M M M • I — I M ,y. �` M M M M M M M M M M M M M M M 1 1 1 M M M M I I I I µ M M M M m M M M M M I\ I I M A, M M M M M mk M M M µ M M M M 1 I I M M M M M, µ M M k M N M M M .� M M k M M M M I I M µ M M M M M z ' M M �J� M M /r M M M M 1 I M M M M M M M M M 1 M m 1 1 I M M M M M M M M M M m F` M µ M M M M M M M I 1 I I I I M A` M M A I 0 1 1 M M M MM MMM M D M M M M lI iI M M M M I M M M M M µ MM MM M J� M M M M µ I T M M M M M M M M M M µ M M M M M O I M I M M M M M M M M M M A- A, M M M M µ µ ¢ µ MMM ' Z M I I I MI M M M M µ F` M M M M 'µ µ M I I o I M M A' µ M 'Y` M M M M M M M H M µ M I I '\`I M M M M M M M M M M M Z M MMM µ M M N k M M M µ M M Mm //I I I I µ µ M M M M M M M A, m µ µ M MMM M M AM M M M M M M M MM M M M M M M µ M 111 I Z Gl O µ M M M I I I II M M M M µ µ M M M M M M M MM µ µ M M I M M M \ I I M M M M M M MMM M M M M M M Z M M I I I M M N C M M A` M1.J M µ +` M M µ 4 +00µ ' M M M MM M M M M \� �I M M M M M m—O r Ul M M M I I *M M M M M M M M M t G1 M M M M w M M M µ µ M M M M M M M M M µ A �° A •\• M \ I M M M M �' '�` M M M M M M M µ \ M Ida M M m MM M M I M M M M M M M \ M M I 1 M M M M M yCh M M M M I Q` M M M M M I , µ M MMM M µ . v (W M M M M \I µ M M I M M M M M M M µ I i M M µ M M M M M� ` M A- I A, M M M 1 I M M M M M p µ M M I MM I '""f M µ A M M M M m I I M M MM M M Icy M \J / M M M M M M M M M I M M M M M M / M M M I M M M M M / M M M µ M µ mM 1 1 M M M M M I M M M I M M I M µ M µ 1 M M M M M 00_ µ I I M M µ M M M M M 1 I J M M M M M M M M M M i M I M M M I 1 M f W M M M M M M M M I I M M M M M µ I A M M M M M M M 1 M I I II M MMM II I II II II M M r m {I M M '�` I M M M M '\' p O p -� ZAI p M z Z No 223 0 MATCHLINE SEE SHEET 2B 8 K STA 20 +00 00 -L -,� fir, Z< I zc "_ A y I Q I-or- D �Q N N 8 O O O O O _ � _ 10 O N W �/ I JJJVVV 1 111 o `" YY Nq I ry X c O 1 N .O /K II si N II ° I � 10+00 I / ✓ ✓ ✓✓ K K `K I � I M K ,4- µ µ 70 µ * K I µ 4 S µ K K K Cl LF K I �/ K K M' K K '„ I A` K K K K 4 K K K I I I �� K N h` K ►� K I µ K '�' K µ R R K K K K K K 2 I K K µ K K 4` 4 I I K K K K K K KK K K h` K K I K K I I K K K i 1 K 4 K 1 K K K K K K µ K M K K K K K K µ K µK µ Kµ µ K K µ KK A, K N O / .k KK AIL µ K rK /` K K 4 /� K K K K K K I K I K 4 4 K 4 K K K K 4K K K µ I K K K K \ X z Gi 1 I K K K 4 K µ I 4 K �Al K I K Kµ K 4 K K K K K p cI OZ rn K K I 4 K K 4 * 4 Kµ K K W 4 K K K K K K K K K K µ 4 K K K K K I C K K K K m I µ K K 4 h` I K K I K K K K K I 4 µ K I K K K K 2 K K K K K K K K K h' K K K µ K K µ K K K K K KI K K KK K4 µK K 4 K K K 4 K K I Kµ µ K K K µ µ K µ µh I C K K K K K K I K K K \4 _• K µ K +` A, - -K K K I µ ,k I K A" h` K K K µ µ K 1 4 I K K K ll it µ µ K K K K K 4 i l K K K K K i µ K KµK µ µ 4K K K K h`4 4µµµ K K µ p ^ K G I K µ µ �\ I 4 K K 4 K K K K K µ K � µry� I Q µ K 4 h' 4 4 4 KK K 4 K µ/5�-cM I K K K 4 µ 4 K K M /- f�4 pp \\ it 1 µ K K K ♦♦ I K µ K 1 4 K K K K K µ K 4 µ h' I K 4 K K K K h` µ M K µ K h I II C °z N V p N v K K µ K 4 K K K 1 K µ K 4 \\ µ 1 4 K µ K K K K '�' K 4 K K �'�' K 4 4 K h' K K K K K K µ m K D I p 00 µ K 4 y \ 4 K 4 4 K K K K K m K\ K \ 1 K µ K K K K µ µ 4 h K K K AF** K µ K K K K K µ K O\ I K K K K 4 K K K µ K I K K 4 4 K 4 1 K µ µµ K µ µ K K µ K K K K µ K µ M k K µ M K K µ K K K K A- A, µ K K K K M K K K K K K K 4 1 A f K I K K µ I 4 4 K K KK 4 KK 4 4 K K K K k K I K I K K µ 4 K 4 K4 4 K µ K µ 4 1 Ii K 4 4 K K� h' K �` K K K K K 1 II K µ K � I I II 4 K I K K r r O O 9 K I K µ i I 4 µ K 14 K K I y4 Mi' K <o 4 SM Z< 4 r mN L T K K Cq eZ P 1 IA' K K I W m K z No I 223 6 h` MATCHLINE O p SEE SHEET 2B 3 K STA 20 +00 00 -L- �> z E 99 g Z p rn Z O 0 N 0 N O N N O N W O I o I V17A2 TEMPORARY CONSTRUCTION EASEMENT REVISED ON PARCEL 3 AND 4 TO INCLUDE DETOUR DITCH LE i5 O 10 O N O N O N O N O m m H a MATCHLINE SEE SHEET 2A = N I STA 20 +00 00 -L- c O 1 1 223 R * i ►* * * I t i� " I II ** * �* * 4 I p'" Z * * *R * 1 I * M * 1 ' i * * * 4 4 * I z * N * * * I 0 66 R * *m * 1 Jt I I� * * * * 1 " ** *6 * * IT M * * * * * * I TQ * I Z *6 oo 0 I I o m ,s m* o * ~ ALft 41 * A, * * II m WIRER RIPER TER N * * \ a I * * * A• All I 11 / Iqj a AL AL �m * / * *� • // h C I I I N A I P * * * l l R 1 I 4 µ //l / ° I I a°E II II 0 II II aA oACat ` N / Ny ` m I AO Mj4 w /aZ ° w� = E �m I /7 M* * 1 bl IIm iii "i mm I I o 'T7 N Ln TO zs*oo \ `C ILIA All * ** I II A I Z 2 M o 1 / a m 1 Z z Z 8 O A 1 G P n r AA I I aWfn 5 I I m y N7cnr— ° 11 y Imo tl o Z 77Ooo \ II II II LA ` y zer-y o Ij- m _ / / Z�° �ZM I > N ` + �p �m I 1 / ir V m g D N chi ' b o, _ I I ' m< !3 M ° m ' Leo$ A in I / 1 �x �VZ / °° II M IA \ I I —� —7 11 � r4 8m I 41 I N�" V m m w I N z �a_ a `o i i i 11 I 0 i 30+00 N nr W I 6 M f rill" sot awk I II 1 �I I I 1 Ilil I I 1 p® A i �I g I I z> 1 0 a o SM o ` i z O Ac m \ 11 H O O O O O O 1 fur i I I I �I wrr nw ED O `0 III O O O iI II 223 REVISIONS 17/12 TEMPORARY CONSTRUCTION EASEMENT REVISED ON PARCEL 3 AND 4 TO INCLUDE DETOUR DITCH N O 223 I i N O +m I to Z O 1 0 � N I ` R � I FI Z � L I I I I I NZ o I I w o'—° N o m c I I I I i J I N i A A o 1 ° 1 It 11 � N N o °oui+ I ; °mo o � 1 N I �N� I 1 I c ON Z 'O g N A II II n II Z mo 14 D _ N A I N �4Z 00 1 N N V C A N m m I Z I H I i cl N 10 i 0 I I C I � w I I i I I I I I i li i hi N W O 0 O O O O I 1, IRS r I 1ii�l f it �ii �i =`4 \\ �`. � ✓�� � F �� Iii i I � . �:i► � •� - I yfli � I I all !' F '� III 111i - • 1' �i F 1\ `r I i III+ I ,III II al � ��4 I E3 rr wn n«n k A,: /k MkA /M AM / M µl` \M "J O I I I ° II I ,i III I I I 1 �I II II I 'I I I I � III I I A, h k k k M M k k M A, M k k k lk A` µk µ M k .. M M M A` A' max M M k M k kna k k M M M k K n M M k A, M M k MoN ym M 1 A. k a M II k k k A, O I k k M M M k A, k k y µ k M k M M k M k o I K I M A, k M k M M M M A, M k k M k M k k I M µ M A, k M k M k k I k h M M M M k M I k A, k M M M k M M A k k M M k M h A` A, A` M A• M k M I M k M M M k M k k A, k k rt k \\ M M M k M k A, \ A• M M A M k M M \ M I k k M k k I M \ k k M M M M M M M M µ I I \ M M I h \ k k M k M M k M µ M A' k 1 \\ M M k M h A M A, r l M k M M b k M M 1 I \\ M M k k A, 1\ m M $ T Dm \\ M A, A` A, M k A, M A, M \�\ pSSTSp AF k M M M M \ h M \ \ M k M A` k k M M A, k k I C A` I 1 M k M M M k M M M \ M M \ Ac M M A• M A` k I A k k M M M k M I k M h k M M M k M k k MM r. n µ M k M 1 k k M M M I M If I k rt M M A` k µ M k M M I k k A' k A` k M A, A k M M A, M k V I k M A, M M A, M ( k M k µ M { M A, A' (Ln A, k A M M h k I Mk k M M M m M M A, k k M A, rt M 7 Lx k r k k k. k r$( ~ M A` M M A` A` I h A, _ h k k M M M A' k A, M k A- * k M / k M \ M A` A, M A, \ M µ A, M k ` �\ TI` k A` M A, M O II � M ks / M I k k A, M L A` A, k 1 k A, s k REVISIONS 9 /0 +00 I A M M M k K A` A` �.a.,M k /k k µ k µ µ A, \, k / A, µ M k M M k k k ,u,= M k µ / M k, ° M M h k M A` k v ee k M M µ / rt Q nn}A 1 k A` M A• k... �u n k M k A` µ k / h k M Fc N m g µ AA k l [a5 _ M M µ M µ M -A, kk M M M A" M 4 M '" µ k A` A1 k k M I k M M M M µ M M k M M 1 M µ k µ A,M M A, M M k MM h l M M k µ M k I µ M k M k µ M K M 'A` µ M A M M k M k M A, M A, A` A` M M A, M k 1 M k A, k k M µ M kM k M k k l 1 M M M A' A, M A` M A` M A, A` A` M µ A, k M M 1 M M M µ k M 1 k M M M M M M k A, ,µ A, µ M µ k M A, M a A, k k k M M k k A' M k * µ + k M M M M M k A, k M M M M k M k M k M k M 4L A, f k 4 M k M A` A, M M k k µµA, M hA, rt A, k M M k M A, k M M K k M M k M k M M k M '4 M '�`' A` k M M µ k k k M I } R A` M, k M k k M k A, '�' k M h A, A, k M k A, M A' I M k M A* k M M M A, A'' A, k M M A, k k A, h µ k A, M M A, µ A` A M Al k A` A` M k M kl +nPi M k k M o r A, k M M M M M A, M k A, k A, I } M M µ k M M M k M M k M A` k k MkM µ k h kl M k M M k kA` M M Mµ M Mk MA, k M k `4 A` k l A, M Fl k A` M A' 1. +DOk M I M M k* A, a M A, k k M A` M M M M M M k A, N M M M µ µ M 'A` k µ µ K 1 M M k k A` A` M k ( � k M µ M M k M M A, K A, A` k A• M M k k M k A, k k 1 m kµ A` µ "` I M A` µ k h 'k I M M k k M M k M M k 1 k k M k M M M M I M k k A, M k A, A` A- M K I M k Mk M k k kk M k I M M A` k M M M M A• M k A` M A, M A, M I A µ k k M M A` h M I i k M k .k A` k k M 1 k M M k M M k M M I .n M k` k A` M M M k MMM M k l Y A` k A` k M k M A, 1 A, k k M M M M M M k A M M M µ M M M M .k M M A` M A, AF Mµ M k M M µ M h 1 I M 14`k M MM M M k A• I f 1 K I f M M M M M M A` M k K k k A, M k M k M M A, M M M M µk M M k M 1 M m k M M k k ( m M M A, A, M* A' k A, 1 }+ A µ A M k I M Ak M M M M A` M I M k M k M M M k A, 1r M M k I � .. M i M k k M M µ h M . A, Z,b +00 _ $; MATCHLINE SEE SHEET 5 STA 20 +00 00 -L- I � d aA �I D m \mm ono bb�2 nn S _p 0 0 0 0 z =o nN r A 9Z r UY Z 2 a S a °mo a� m no g co " m � � m ,V N mm y N C r �� NO "m A rtl� A N n O Z N O p y O 3;* 3z ni a y •�• �U Z= m 37 8� Z O O r ys 8 z 7 0 u ma W" wrr nwe kµ M M M M M M M M M µ µ M M M M M M x A, \ M \ M \ µ \ k k \ M M \ i \ µ \ k \ M \ I t REVISIONS V an o 0 li ry I V tNgp �{iT�� eAl I z�y O /M Mk II 40 mmpii pZ /M I II I r 2 m Mµ KI MM 1 z o O IMM -1���I ` Vg M M M k` M M M M O M M k M M M M M MO �mM M x M M M µ M M kl M K M k M M M µ M M M M µ H µ M M M M M M M M M µ M M M M M M M M M M M M M M M M M M �. M M M M M M M M M M M µ M K M M M M M µ µ M M M M µ M M " ' µ M M M M k M M M M M M µ M M M µ µ M µ M x M µ M M M M M M M M M M M M M k` DA M M k` M M M M K M M M M k M M M M M M µ M M M M M M M M M M M I II M M M µ M M M M I I M I k M M m M M M M M S I M µ µ M M 3 M M M M M M M \\ r I \ M M µ M M Y M M M M M M M \ M µ M µ M \ M h K M M µ µ M M M M M M i M M f M M M µ M M M M k I M M M M, M µ M I µ M µ k` M M k I k " M M M M µ k` M M I M M M M M µ rt I µ M H M k M M M µ 1 k M M M k M h M M M M M 1 h M M M M µ M M M M M M M M x M M M M M r II k M M µ M„ M M M M M M IF M M M M M k M I M M M M M k` IIM µ M M M M M jxM�.�_�M µ µ M M k M M � M M M M M M M k M i M M iM M M M M �\ I M µ \ \ M ] / / M M µ M / µ M M 1 M M M K M M µ M K M M M M K M M M M M M M µ M M n M Wlli � lOfCO %V M - µ µ j,", y � M M M M M >M M �M k, M M µ M MM Mmm0 M M cz:, ✓M M M µ 9vp M- M M K M M M M M�M�N M M M x A KM M M M M M M xK Nmp M M M rt M MM MM M M p` M M M M MM M 6rt � M k M µ M µ M M M M M M M µ M µ M k M M M M M M µ M M k= µ µ M M K M k M M MM M M �" M MM M M M M M M x µ M �` M M M M M M M M M M M M M M µ M M µ M µ k M M M M rt Mi M y M M M M µ M µ µ M µ M M M M M M M M M M M K M M M µ µ M µ K M M M M M M M H M M M M M k` M M M M M M M M M I K M M h M M M 1 M M M M MM M M M M M µ M I M t M M M M M M M M M µ M M M 'N µ k` M M 'K M M M M M M M �Al M µ M M M M M C M k M M M µ lFf k` +� M; M M ) M MM, M K M µ M M M M M M M) 0 MMM MM M M M M M µ M µ M M M M I M M Mµµ M'` µ MM KM M M M µµM µ MM µ 1 k M µ M M M µ M µ k M M M M M M 1 M k` 1 M µ M M M M M M M µ M k M M µ M µ M M M rt M M M M M M M M k` M M M k µ 'F M M M M M M µ M 1 M M M V! M µ M M M IJ'fOOH 1 M M M k M M M M M M µ µ M M p I M M M AIM M M M M M M µ µM µ M M k` M M M M M M M M M M M M M µ M M M MMMM M M M M M µM M M M M M µ M M M M K M M M I M M M µ M H M M M M 1 M k T M MM M M ? 1 I k' k' µ H µ M MM µµ M M M µ M I M M M M µ µ µ M I M M M k M� µ I M � AM H M M µ M M M �" Y' M m M M M M µ M M M M µ 1 µ M M K ) M S M M M M M M M M ) 1 k M M M M M M M M M f M M M M M µ M k M M M M M II M Ma M M M M M r \N ) M M M M M M µ µ p, K I M M Mk M M M M µ M I M M M I 9 I M MMM M M µ M M M M f I µ MM M M rt M µ M ) M M µ M M M M M ) M M M M M M M M M µ M M & M M M M M M M I M M k` M µ 1 M M M M MM M M M M, M M M M M M M M 1 M T M M M µ M M K 'M' M M A, M M µ M 1 $ M M M M M M M µ M M 1 kS M µ k` µ I M 4 M M µ M 1 M M M M M M A µ M k 2' \�M\ M m µ M M M M M M v M oho r/ MATCHLINE SEE SHEET 5 STA 20 +00 00 —L— IN Id P f m ammo nn G A S u"i4 ° r7 O � a f N m m o =o ..yam Z= Gl C Z- O v� V� d t ae 1 / z mo a om m` 2 4N N H v x° �p C �P n O ti O Z s 7 .Ly z�y O ri nr- 40 mmpii pZ H az� r 2 m z o O Z c7i� m c �� y A o FS k k M k N M \ " k \ M h Z k M \ M k k k k M h m \ k k ,µ ^ u rn M c TT �' \ M M Z - kg \ k k, k k k gy Mg k k k M k k k y A, M n 4Z1 k M M I I M k M \ (\ M M K % k k l fi M k k k M / k k k k kl / M M k h M M A' k k k k k M / / k M M / /k I/ M k k k,, I MMk k I k M k M k M is f k I k M k k M k M\ I k /, A* M k k ,k k k k k M 1A, MM h kk / k k MM k k M k M k k I Tn K Q m TN � tiNH L$s H 0 a O V m f*1 t � o r' o I� o = 8 o Us m R a m m m0 jT NZ oA ni Nn oa O r Z s sg ag .✓v� 4 n -Q W REVISIONS MATCHLINE SEE SHEET 4 STA 20 + 00 00 —L- V11 t 0o y M M M k h M M M —10 +00 � M k Y yT gcC 1 I I II I I I I I� I I II I 1 II II I � II I II � III 1 II I ' 1 Jj1I I I I A, k k k k I k M ,,c k M k f k k k k M I N M M mM M k k k f r rS M —kJ5 M �S k k M Ak M MM .k I �y �o j / om a Nr N N u ^ w IO mC: Z r Z m CA ^v^ m t!f n 2 0 II I�� 1 I in u I in ` n Om TT m T 0�9 ZN rY m nrn Z- pq Cr N o OA C1D Z v m s " o 30 +00 X M N N 77 MM X 0• II f 0 rJ7f AM _ P X F 11 ,li \d o0 1 I Am I � 10 �83 N Z �,1 1 1 1' 1 1 s ro o � 87 z a 1 $ Z< Z 1 S rryy Z O 11 ` vam 00 TN f M Zk °♦< k M k .v¢ M k h k k k �k A, k M k kw M ^1 km M p \ k k k k M k M k M k `M 111 k MMk k AF kM k 11 rt M k 'f k mM k k // k IIf '.I M k k k / k k M M k M M M k kM M k M M k Arn M M ,k k/ / k M /m / k �/ k k t N .\ M om / om a Nr N N u ^ w IO mC: Z r Z m CA ^v^ m t!f n 2 0 II I�� 1 I in u I in ` n Om TT m T 0�9 ZN rY m nrn Z- pq Cr N o OA C1D Z v m s " o 30 +00 X M N N 77 MM X 0• II f 0 rJ7f AM _ P X F 11 ,li \d o0 1 I Am I � 10 �83 N Z �,1 1 1 1' 1 1 s ro o � 87 z a 1 $ Z< Z 1 S rryy Z O 11 ` vam i l LE (I rz. a+a roves ) M � µ k M I^ M \\ µ µ k M M M \ k, M M k M M M M M k Y M M \ M M µ M M µ pp y Y C1 I\ A, o M \ $ Na ni". \ µ k M LSD h M µ mti �? M k` n µ M µ M I h )Tlll� \u \IMaF h M \ 1 M M M ll� M � I � �r„�4yo Il _ o o I � c III D_ O r Q s Z o = $ o y e� 7µ M µ µ Mµ M M �- /µ M µ µI M M M � n µ M µ µ µ µ /� M µ 1/ I M h M µ M M µ M µ _ / `M M µ M µ M M� M M k, M /µ M >� �M µ/ k.** M k( /M kM M MM / M µ M µ M / C Mµ A"," M M i µµ Mµµµ µ Mi /`) M µ M Mk' �am P � Jg� p0\ � f1 o v�� v b REVISIONS MATCHLINE SEE SHEET 4 STA 20 + 00 00 —L- I M µ �y Zµ M h M M 7 M M M M µ. µ M M M1k µT M µ M t M IM M M / A, M M M M M M • M M / µ µ k M M µ A, M Y M $µk` knl µ \ WO I ` N n m / 1p io 1 r I 11 4' 1 i u 1 �m. J��M9 A MA ro � 9,76, r b i 'p. i� 0 t 4 gti�a� N o° OR. �m o r O o ZN 10 r l 2� ym M, Zn fIj ao z= � N 9 C D M mm mm o -a t n x0 1 Aj = A xa' o� T m O O NqD 8Y3 N N A 1 Z az > s o A° t m o r �y AN p T $FU urr w nvrr 00 1 N N_ N N 10 CD W O O O O O O O O O O O � O I � A O m O 'O p A i 10 N O 224 8 Nm gs l sz 0 N FmI N ° O 7°0 m 0 cn4 c=in1 rt I I Z I mom r J so +m Noz Na °0 N F,10911 II n II II I + 1 N N ( t Z f I :r o W A I + � o e Ilu c \ I ° o^ ry Z I ° c+P W I N �n O Z Z 9�9°m�0 mro0 m I I I Nm +v wz 1 fl --,n2!- va+ A' m I 3 w I w H w I I z A I �' I II II II i I o �o gQ�9`�Lb W OOIo N rn rn ��� ���yrn y I I o I I 5j n , ii�xmQ`7 rn n I c�c�c�r �rnc4Z C I I -A-t m o I H Z I Rtl n�x2r rn N ism G) j O z I O V II 11 11 11 II II II II II A Z m I O Ln Na A n A c I G1 ti$gb�igw I o p P _ Z I m N y vl V1 to vl m I ^ N i OJ STA 28 OC L RT o L 220 0 +� O X � R;« M STA 8 50 L R 00 L 22 0 n 11 I r _ Ov OA if 11 " N ° ^� W 10 0 N _ Z fll 10 O + 0 w 0 W STA 30 00 L IT-2 o O EL ',220 O el N 1 224 8 I 0 W !1 ow m 11 +o H i tj 0 > H� r Lq °A + 0 0 I o ° r u z b am L= m u O I o P Z O gy yz 2 m N N N N N N N N §R}' 7/'i z� zn a s [;QEg O i O o —� 0 N 0 W 0 O `O 0 0 O 0 N 0 0 W o ps aP y o D TE SO TES TIME $TIMES S ILES N N O O I N LrI O N VOi N N N 0 (A 0 N O N O N N N 0 ((A O o I I I I I I I I I I ' I I I rn I i 1933 I m Zx I lade I „ I I � 'I I oz i I I vl I I I m� III p� I , `� I m� K I b F b l o +o I s33s +b I �� m � P+ I 3 I o I I II I I � II I � I I I II / / I wo O I I / Era I I I I I I m ° I I o I I I I m I I " n m I I I I I I I I I I I I O o I o z y I N O N O N O N CA N N N N O N O J N y D TE $DATE$ TIME $TIMES U1 I In 0 I O O !2 N N N I La I N O W O N I N 0 N O I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I rn I I I I I i I I I I I I I I I I I{ I I I n I II I I I I Z I I I I N I i I I I I I I I I n I I I I I m D I I I I I I Z I I I I I I i I I I I I I I i I I i I I Id I I I I N { 22 .4 N + 124.47 T' I 22 V + 22 7 T 22 N N O N 1 N O N ��Ilaa I I I' I I I I I I I I I I N , I I I I i wm II I I I I I I I I I Z 0 z Z o i 8K I I I I I I I I o N to N m E � m O N O N y .� ra (D co d N Z m � of d Oa Q w O1 a) y � N Q f0 d y �. I-- ~ w � x O a ? o p x� c � C C U C z a W O cn LU y M E O ca �W��a O U y W W A U l¢L y � N U z W CL N x U] oc a y a� o o 0 IL F- m 'O C a7 U N N (.i d Q Do ]� f0 N C m �a O O O m n C Y � LL% y N p� �O N C CL IL C C � U � N Cl) J L y O n- U � E' a o � Q O l�O C p 0 N CD p N Z g U W 3 r1 Wy M > d C m U tpC) r (O E �u.a�� o 0 0 c ai c y m C � c f0 E y fU f0 O Q LL y d 3 p N N a u a� v_ m � u n � a E U ~ L a) m m N � N O j O O Y C d Q 0 3 m a v F- � c m J W u co O J u C O O � + t CL � N t N cn E R � LL p O N O 'I O N t T pNj C aJ m � O � N u F- J m E Icn � O F- — 8 U Z w � —10 F- PROPERTY OWNERS NAMES AND ADDRESSES PARCEL NO NAMES ADDRESSES 1 STATE OF NORTH CAROLINA 2 R REX CARPENTER 3 STATE OF NORTH CAROLINA 4 STATE OF NOR 1'%I CAROLINA WETLAND/STREAM IMPACTS N/A 1010 GREEN ACRES MARSHVILLE NC 28103 NIA N/A NCD®T DIVISION OF HIGHWAYS SCOTLAND/HOKE COUNTY PROJECT 3361411 (B 4273) BRIDGE NO 47 OVER LUMBER RIVER US 401 BETWFEN SR 1401 AND SR 1120 SHEET /3 OF 14 4/8 ®10 ne SM" i w twat mrs CON-3 CT: 41* 83 c L 4 C C) b r h W O a� + c b4 cb � N V f O -ocK RIVER 1 / r 0 �y 1\ T 0 7x � N > D n2! v v RZ N O �O O Nn b O 7v O W o N 10 N ~ O T N x N T N N H n N xz m V 0 N D� omZ a I m CmCpN X 10 3 aR ,o 0 aR a 0 ion a O Z -a Sr' o O m z �. ,Z too m 0 z = _ to iq O Z O o D o T o r ))2 v) O A O n I 41* 83 c L 4 C C) b r h W O a� + c b4 cb � N V f O -ocK RIVER 1 / r 0 �y 1\ T 0 7x . > D n2! v v RZ Nn b iwo�m a m ee.c -4 W o N 10 N ~ �n x �� +ZH a n a H n �y xz r V 0 N D� omZ a I CmCpN X 10 3 aR ,o 0 aR a 0 ion a aR _ -a Sr' 0 0 m z m z too m r = _ Z O O T - T ))2 v) O A O n I O o m O p A y N m L-n{1 e N N V ~, V n O O A P I 3 m 3 m 3 m � o h � g� O m naKM n� to � N >° Oba y$ Om Z =Z 70 0 N a > C b r- Z boy O � r x Tm Z C O �^ �a X y m I r "• ti z a m H 2 41* 83 c L 4 C C) b r h W O a� + c b4 cb � N V f O -ocK RIVER 1 / r 0 �y 1\ T 0 7x n u TIP PROJECT: B-4273 15 +001 ©I, I m O c-_ N iwo�m ti F-1 �� �y xz �.I NTY I. n u TIP PROJECT: B-4273 15 +001 ©I, n 0 1 ti AWW PL" SITBA111TAL 20 +00 O Oo 0 n 0 I b til p 2,0 x b ®� C X W 25 +00 r� a b C) ti 30 +00 y n a E 6 a �a I i z N i w t: , C I iwo�m F-1 SCOTLAND COUNTY z LUMBER RIVER �.I NTY i� zm 1 oo too m - ))2 v) n 0 1 ti AWW PL" SITBA111TAL 20 +00 O Oo 0 n 0 I b til p 2,0 x b ®� C X W 25 +00 r� a b C) ti 30 +00 y n a E 6 a �a I i z N i w t: , C m 0 n 0 z 0 X N y Z C y y m N r m m O r O 2 m m O m a REYMoNs u D N r x 2 s m o M z s x s c C c c ICI °m m° o s s $ ~ o z o N K rZi n z° g ry V 10 o gg > Az p�o p? �o N A x H OD ~1 y H A 7�r O O T T m r r mN 2 2 O N T N 1 C n K A D N NN �1 +1 7 S T 2 2 tiCl ti DT ti T N C"i o _ rt5 g r� m Zy wpm is N =r A uNi O D 9 a 2 +1 O Ng K 2N M K z z m A A 2 A r N Cf z pv Qv m x N r y 2 22 = A r A ym N C r S V z N D D m T ^ A A CY A AI D_ p _ a ~ 2r> r -+ m 2 2 r N O N 2 r N [ml N H N m Z 2 N K N C Zy r O H plop p�m malmmmw0o menmmmmOem Op+a UIOdONNN OIn 2y N pt pl pl plAYA » >A +- •��O ^V1- pI ^N -NNO ^y J O pf pt pfNNNNmm00000p1 pl pl to pl<DGOGN <tn tnOGO ° n N 0N00�0DW0N00�0N0-N- IN�DNyW�0 O N OO O O N-OO - NO N-Oo 2 K O- O i O z z z Z z p V O a OnilDNnnOnxTmnn�DnVnmx�Z�AAZL '1ZN µ E D C i C O 00 00 0 10 m I C + 0° v p J� 0 0- O m F O v 7^ m> 4p 0 0 X p:T a 4 m 7 R O T 1 - OF + m i0m 0 + C +n m 7 3 2 m a 0 0 n 1 0 c0-0700 y+ °mo +>OaO m + 08 x py n 70+° � _ fi£ my.f en O yn0 ° +Om 712Ay O°N O 0 x M TD -ACC 0�In0° y Nm MO yK + n777- Z° m J° ODa mpJ mpV -z Q N Ov J°�0�0 o +moo 07+N -NCm n +O. wort D m 00 °" - m y O m z v + -� +C Ov OO:'apM y m`nmINt109 C Oa D -OCO+ -+a N ^p i�01 l°£ Z ND(A :7 a VIO JM ° 0 �c vJ VI y 7 rtN p n 7 O + O+ -M D aV O v A; y 000 D <+ 00 m 0+ r ° £ -a m .0 a 7 m m F 3 OJ m O O z O yn +v o m c OmKO+ O y +rom m 0.pv VI rt po + m m N 0 O N N v p y O Oa +O. J 2 a +J v o C Cpo p n IV J - 7 y`G Z0 v m + E O W J m O ° rd N n C. m + 7r m0� 7 ° MO -m0 O w n O- D° pp 7 p O m 0 l C D m m �m 0 E + 7 m o N n O_ N x O J m 0 m �c v + 00 07 I^ n m n O m - v -m o 0 o 07 - +J - J N O n + y� 3b l y y To pEl I� z m y n O V1 N N n nn O Z o m C A O O 1 m n D 2 CD v O A O m m m c r m n 9 oo ^m m p 2 n n > o m m z Or r VI K r VI D O p m < O ^ D Z Z >01 £In Fny £gym -yNy InD n pl wzn D mn I>wl Zm O m x vnm r0 N x O x y2T - r -- Z x c x < ^ ^m C N x"➢ O m C 0 Z nv y m r - ym Z o C x G'1 O y py O- rp O x0 O rZ< OM .01 r >0 TS p D In yT y - p N n O xn Z o 9 -Cm Z w O N c N DOZ n Z n mz m n - z ypc x C D m E m W> <£m0 m o r z mr r y p aM - c Z r N m O- Z mynp m m- D p m S .-. O mnp OAmy m n Nm < - O Dozo D ^.xZOp 2 p m y0 n In p < y <Om -0 -0 nT - D n - O- m 071 0 O aC z o n Oz- >O NOS £ O O -Zy y D mm 0 y Z ^c0 z Z y n r y^ z O np N .. Ttp - r zD 2 ^D 0 -r rzo rmm ay x OV12 z- y x Oy Z p2Om W.M AOD Om m0 minr m a AOn £ r z0 Dm n my£ m ^- n C pD Zy -n2 N �+ - In 0!]M0 m -D pAON ONr O m DTI y 0 m73> y O m Z p or L z r <z m 0 y N y 2 p m m x y m O myn y 2 p y 71m- - o 0 Dn y 0 0 DN - m VI n amp A O C Om�£ Z oz -m z n 21 mm Oy2 m l w S -Z m- In O£m ^ NO 2 z mAa m> L m n N -- o2 m z z o O J� m n o y o y m>m m y m Oxm D n rp y m m- y n Z y m czf z o y am ow. - oz D O r m m y N A Z O m2 m zn y- <O o £ >'o ZVI1 nC Dr- -I mT <O oT o S n mO" xm y x N p Z D y ml Z O S o m O a 11 p m m VI r 2 < N D r r D .a Z£ y ml m n m y Z m m 0 p Z O L A Z- y m O S o - 2 z o m C r a m r m p o Z x p m m N m 0 C n D z ^ m Z Z y z >a m D y o 0 c D r m n m m m O m 0 L Z Z T m m N Oy pn OOS ozA nIn n0 mmm Ta '+ n yIn �C m w -m n -m O Z n o y n O o z O nm O p a', IM m m p -y2 z 2- -� m N m o m c m m n m r - 2 0 p m p y N .,> m O n y< c D m a y n m o - x < m m n .m n z m o' m m D O Z m O n p D D m r n m r D O Z Z y y m x^ m A Z m D y m z K a � O m> m N y r 2 y m nIn m O m z r m O -am 2 - m ^ n m o D TI D -yZ m D o OZm y Z ctnm m y m O T Dnr On m m Z y m m^ r x D m y In m £ 2 n - m £ c - n m> < >z n y O y a m r< y ^ 0 0 o y ; n ; Dnm y - y y D N Z- y y x- O O y m m y In D yNy Z OZ yam yrS IOD O AO y r xD m 0 Da m 2 > x 10 0[n A - p OK N z y m C 02- m c n 0 ny2 N m Z N m KIn - p 0 DDC D y my0 n p m-£ O O z ^ O Z z r - y- COO I 2 wo r n C to Z- Oa 20. < O mmm zy I'> m r A z T m0 n m Sf a Z Oy m m a Z N a m m a." p my Ox m Inn N x 0 SOp y In N y 2 D m zy xD p O VI mo yzo U12 Of0 m oc) ;- mr zz O x0 o c =,a N Sy r�1TV Off- ac, £Zn z z o y p� anp z V y C m O m p 2 O n D ^ o 0 I 2 I r- oz p - p- O az< O In o z m z m r p mm m o a> O < p n r N y -m pz O p r n o m In y :!,a m O m yS- mm, o x mza m xn n z z N nx C- O T S m O am In n 0 N r r N D T y r N < D y m m Im < N y m y 2 z a D K N p y a N D = mm a r m z N� plop p�m malmmmw0o menmmmmOem Op+a UIOdONNN OIn 2y N pt pl pl plAYA » >A +- •��O ^V1- pI ^N -NNO ^y J O pf pt pfNNNNmm00000p1 pl pl to pl<DGOGN <tn tnOGO ° n N 0N00�0DW0N00�0N0-N- IN�DNyW�0 O N OO O O N-OO - NO N-Oo 2 K O- O i O z z z Z z p V O a OnilDNnnOnxTmnn�DnVnmx�Z�AAZL '1ZN µ E D C i C O 00 00 0 10 m I C + 0° v p J� 0 0- O m F O v 7^ m> 4p 0 0 X p:T a 4 m 7 R O T 1 - OF + m i0m 0 + C +n m 7 3 2 m a 0 0 n 1 0 c0-0700 y+ °mo +>OaO m + 08 x py n 70+° � _ fi£ my.f en O yn0 ° +Om 712Ay O°N O 0 x M TD -ACC 0�In0° y Nm MO yK + n777- Z° m J° ODa mpJ mpV -z Q N Ov J°�0�0 o +moo 07+N -NCm n +O. wort D m 00 °" - m y O m z v + -� +C Ov OO:'apM y m`nmINt109 C Oa D -OCO+ -+a N ^p i�01 l°£ Z ND(A :7 a VIO JM ° 0 �c vJ VI y 7 rtN p n 7 O + O+ -M D aV O v A; y 000 D <+ 00 m 0+ r ° £ -a m .0 a 7 m m F 3 OJ m O O z O yn +v o m c OmKO+ O y +rom m 0.pv VI rt po + m m N 0 O N N v p y O Oa +O. J 2 a +J v o C Cpo p n IV J - 7 y`G Z0 v m + E O W J m O ° rd N n C. m + 7r m0� 7 ° MO -m0 O w n O- D° pp 7 p O m 0 l C D m m �m 0 E + 7 m o N n O_ N x O J m 0 m �c v + 00 07 I^ n m n O m - v -m o 0 o 07 - +J - J N O n + y� 3b l y y To pEl I� z REVISIOM x PRO VAM SMANS $FVAEF 0 iv m c T c` Z H v n n T n� o N N 0 r r - T v r 7 v T r T w A_ w A N QJ i O a O = d 0 ° c S ° ° O p j a C O O a O w fl O O a O a f C O ° a 3 O O. 3 Q 7 rt w A ° a � m y °. O 3 b S 7 w C - c ~ m m a s a a 1 = m 4 0 5 S `Z r a n °c > c u ;� m s O= 3 3 a Q°. Q°. Q N �C �! ° v C 3 3 a o 0 0 ` p` = o a v 3 cc s m° 3 n a r' > >° 2. O , O fl O O O ° G ` O 7 o fOf11 C1 > > _ g c 0 O N '1 w `. qJ ; m m 7 d Q 3 j r o 7 0 COL u 3 3 0 0 ° 3 ow o T u 3 ° o -n o 3 n° n 7 b CL 3 Ow a °° o b ° o a c s -0 O Q b c II I���� x S 0 = N N m �m m m x v v x 4 x gl C m A N o m >> g o a a o 0 o a Y p o 0 0 0 0 0 o rt o 0 o rt Y �, 0 0 to m o v -0 v v v � v v v v -o v v n o v v o p y v_, �c c Q_ m m v °— 0 9 0 9 0 0 0 9 3 0 0 o O o 0 0 3 0 9 0 0 0 0 0 9 9 cr T °- n a o 3 a w a rn w O a a m a a m a m O a 3 a a m m j '!\C] m n Q tom' °- ° r T u y H Q Q Q- °a a n m (' Q °n Q Q m n u Q- Q a A ; Q d 11 _ 70 7o O. a i C O W 7° n O °_ N N C Q- 3 7 -1 a i1 O o 7v 7 70 7C m m O 6i p y 3 3 °S o Q fl s �° °o a ° c 3 3 3 3 3 3 05- o T° s s J c- a v °c o g s 0 m o o s o n n o n Q o s o o_ a, o, O v m O c 03 0 >>° o a 0 a. o, o. � a � °— 61 c n n n N �' CI no i3 o o Q a n : 0 C Q= a o u ° 3 Q it it-R Q- 0. p� n p� p� .°c •°c I a1 p a Q ' N a 3 Q C C v v n° a = - v 7o y 3m • ao = Q = a p °" n O� o O a `r T In o w � 0 � r 0 3 3 s a o r 7 3 p i - o% f o 3 m m 3 ° n S rt 3 0 Q 0 I I I I� In I I� m on 0 a w C O O O O _� T 1 m 1 m 1 � 0 o c n s s o 0 0 0 v 0 m D- a 0 co- o a a a a o m 0- CL CIL o v o g u III s 11 0 s o 0 m° °O 'O °O 'Q O Q ° m -0 0.0 0 vd 0 s o o_ o On 3 ° ° Q ° n n ° Q- m n n 3 n Q 7 °" Q 0 O o- ° - s c s ° - N N N C: C C m m m �. �I I ! I I I I I p0 ° T ` o a m m m a- 3 '`I 0 3 m m u m o n_ o * a n CL °" - o �, s 0 3 O 1 o o_ m m m M ° 0 m O O u s ; 0 o m o m r Q_ m r 3 0 0 0. N C m N N W v o 7= v s 3 T z C T 9� 3 a a ° o- 0 eo la 0 N N g g 0 o m o 0 03 o 1 c S O S T x °- o m m to 3 s °- c o M _ a S o ° =r 0 0 _ X S o a 0 Q a m °Q. c C = 7 n 3 aS m r m � s y D m n tr 7 n- 2 O O m N C C N N N s � Q. 0 co N 0 '? m 7 CD n rf O _ o Q ® i 7 N n_ S C N T T O CL N N ° c o N a Q I I I y $ I®m ®e f o- f o o Q s a p s s m m o m 0° 'n Q' o o a °- N o' o o °- o m o o °- ° M _ M 42 0 0 0 0 S O n 0 Q a m T O' = 7 n aS m r m a r r 3 m 3 D m n tr 7 n- 2 O O m N C C N N N s ° ° 0 N y N 0 '? a CD n rf O _ o Q ® i 7 N 0 S C N T T O CL N N ° n o N a N C LF o o_ O _o o a m G 2 N a rt° C O r I I I � I I r a a m 70 _ N O I C d a r: m ogeoo4900- I I I $ R�o® g s a p s s m m o m 0° 'n Q' o o a °- N o' o o °- o m o o °- ° M _ S O n 0 Q a m T O' = 7 n m r m a r r 3 m a- o O o 0 n n tr n Q O n- 2 O o s Q N C m n n � u C m ■ o a N m ■ T I , I I I I I I n O z m Z 0 z n r s Z m m A m CA C p O S O O_ C O °- m p � O o Q o r ° r � r a N C m • I a ®off I � I Cal �� - • O `i, R ti c� N 04 fy 0 i I I j\TIPP j ct B \84273 \R SS�rN$OOM�Oy�r s $ N �Q y x m 1 all y O o k d� v 5� k i I I a e y \P j \64273 ROY PSH01C dg 55 _Z02 AE oP °o one w�0' +o °o �..sZ O 9 -zo I'I A +Qe A its o•' A H P°'Oo a °sZ �s O 4 REMONS i �ZOr�p p . YNys,T H*oOR 200 o sZ II N\ a 11 1/ 5 f� Jo P9 r C" r n v N O m Z m O II -0 odr 7v m ao A O Gl 0. ►� Piz .�pNc17 �Nv� I A m --I rn V W X43 q4� Aby9 q ba4 qba� q 74 d Sid 0 �Y tl PPPPPPP a' aaa :aka a �p�tli x ek9��x9 P gtltltlpYy 4 Y q bxggB C %I J O y to w A O A H z O O n m J m rn X k rn k 3 I (n Ll frn rn zcm- �%A o cn- 0�0� mO rmO Ny�Py� `+ Cc: o C g r �Zm �^ZX ZX H C � b 2 Z <i <<'' <J N Z Rl _ O (/1 l< - — Q) C — myy m- oZ my �Z + N Zl N 1 � C O '� t \ J ° -2v Z�� �S �� C� N � G S C_ b b G �_ a °Z M o� OC up n A O FE::) 0 W w �o I' 4 a Ny mD m'T° Z mm wm W + n n N pi � N p� J N ZZn C O V Q) V CA I b I b 0 Z9 m O m V J Z C A� m b a WV t 0 N 0 V� 1 s OD = O m Z a ++ CD (A O b N� d0 n b m UO , O,+ y y M a a J O� wN ni p "R,0) �A V Z O ci O b y 0 J p 0 C7 �I v' O N ON O N O a O+ = a O (n = (JI II ON N rF) N� n nmi yo Z.o °o0 m .o 00 L" 0 O 0 C 2 .o -+ N O J wV o ^� N Dv mn< w mD D v O m m p �, A I�j a -9 b a + + z Ib A N 1 b iq1 Z Q N Vfv O T Vf0 y0 Zm Z0 c c O� ° Z _ y + W I O CD mD Z m y9 �m m gZ �° +lp O r 1 r 1 � 9 m Am M� M H A� I N I N mE Mo p00 0. Z° O 1 1 b b p, n rr M Wr N O ma Z �- �p dp m m D / a 3u I Z (A C �� J ° C O� J ° M Z sm m 7 rn n\ ` W I o ,��\ va I p M Z oci r r oc� 11 - r O O ` O j = m oO �= ° m c X M -4 -.Zi G) O mZ rD= N\ C N O Zm; Y M n cn CA CD o :70 N b O^p PR Z p J b Jn Na -. t o 2 pa Z ++ 40�0 N mnl L D C y ON �'` N J y m 0 O N N D D tObO� O) g b IN I= W Zl Z< OQ I p VN ~ p O N N M WN N y n I N N ++ A N 1 b v+ J m O 1 —� o n v-9 , < , m V 0 z N J V c` o� It1 ` g y o ' Z M 0 o rri rn y '�^ o^o c z c N b = Q c n 1'' o VZ o rn p b 1- IN cn� W0, \ p y -i —rF) Q m� M 0 00 1 + w + + (jl <y > N C� MZ .A07! �- `0b° 1 �O o� �N O Z I I I v M iOD r Om, m N agD �0 R1 r0r� m V; M _y r y I V a m m M V c i OZ- n lnN O G s 14 I O mu CC) o 22 Z AN +A =rn n 0 v i IM y O �b IN �-0 1 �o O > �Z 7070 0 z '0 b m G7 I m C O W o UP ° 0, y O 113131111111 w N J .....\■.■■■.1 -- 1■ .................■ ... ■■■.■■■.■. ll.� ............, 1■■ ■■■■■.■■■■.■■ ■....... ■ ■.. ■ ■ ■ ■ \j ■.......\.■■I 1. ... ■ ■. \ ■ ■ ■.. ■ ■..... \.. ■.......■ AN W iNNU olouuo.ouun.uo■u■uou■u I(�•! ■.r u000uuuuoouoouuouuuuuuu ��� �� /�P�i �� ■ ■.I ■u u.0 ■uululoloouoouuuuuouuuo ■uuuo. ouuuuuuuuuuuuuuuu■oo � �►.�.� •• .... I .............. ............................... � ��� III .. III./■..■■.■■■/■ . ............................... � � - •� .. III .............. ............................... �- .. III....■■....■.■ . ............................... nn uo■uuouoouuuuouuuuu.00u■ / ��� r. un.uu■uuuu■uuuuouououoouuu ��I ,�� un ouo■uuuuuo/uuuuuuuuuuuu■ ', .r -1 u.■ ■uuuuuuuuoouuuu.uoouu■ RI ■..■■... ......■..■.000O.O ■ ■.... ■.. ■u■■■ �/ ` i1 : : ::m..N.wm.s.uw::: ::meow:::: : ::::::: ::::: :: lo■ u■ u■ • w • • REYWOM DATE cn C K 2 'J lV rimy y b F� vt n A x O n 0 � 3 b am- fQ s z o£�ZOs 1 TIT a o °goo !qo 0 000$ 4 S S Z i 0 r0� r vv �� g ° + +i vs f Sm a a n o o P_ s s ° 1° C Z o��Z r r x� �O is� go � c� °i § Q 6 Ic �zC z ►° °z t� v n x x o vz o� ° � � C C O i EMEMMEMEMEMEMENUM sommmommommommoo coca z O m 0 Y Z 0 125 C, z z ^' c n A O C� O D � < Z c � v A 3 Dm v r r T 0 rn m n c v z c� n n x O v � K A� tit �C y ot y 0 C N i CA Y O j m Cl m m op� y r O - --�4mZ y ) r m T S Y C o. W C w TD ry M m r z 0 W C S W C fA C m C W C N N C dl C o r z m 2 A A m cyl c" m —1 mEn z O fn fn ;a cn �Au� O mmwm OODO � 1 �0 Go v z �C n Q ==m= yy DDwD 0 0 000 c z Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m n n x O v � K A� tit �C y ot y 0 C N i CA Y O j m Cl m m op� y r O - --�4mZ y ) r m T S Y C o. W C w W C 3 8 W C S W C fA C m C W C H C N C dl C o r z m O 1 �C n Q yy z c z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n S S Z -a O N N N S � O O V O O O O O O O O O O A O N N O O O O O O O O S n n x O v � K A� tit �C y ot y 0 C N i CA Y Me $FRO II JI I I I I II I I I II II I 'I I I I II I I l Mkµ I I & /k kK I k kk 1 \ \g k k k if k � k If k � / k k k k k k k /� / k k k k k k ml K k k k k k k k k g µ \ REVMOWs 83 m� m m k Y! N O N k / If k µ k If k ?4' AF k 1 P \kkkl k k µ µ k kk µ�I- k k k 3A ' / k k k k k k K M a� P II n k k k k k k k k/ 1 I II s I 1 k k µ µ k k k k µ ?� k k k k � k µ l Z N I / r I /1' if k If If k µ k K k µ k k k 1 I k k K k k k k k k µ k k k µ k k k k I 1 A, k µ k k k l mk k K ,k k µ k k µ k l 1 r ' I r k k k k µ k k k k k k k k k k k l I I I k µ K k k if k k k k µ I K k k k k k k l k k k µ k µ k k k P k k k I II I I 1 r k k k k k k k k k f µ µ k � µ k µ k µ k k k µ kl l Ik IlI k k k N PA Al k K k ^ k 1 k II k k k k k k K µ k k k l k kk µ µ I M k k k kµ k k k k µ k k k µ µ k µ k k k t k k k k / k ! µ k k k µ k k k k k k k k l k a I S t,k k' AF K k k k k k k I k k k k k k k k k rF µ µ µ µ k 70 j I ; k k k kk k k � k k K k k k At n I u I LI k µ µ K µ if µ k AF k I a1 k k k k µ k k k k k k kk k k k k k k k At K k k k k k I u k If k k µ I µ k k k k k If k k k k µ k k k k If k µk k 7 1 Pr k k k i k µ k k k K k k k k k k k k k k m II; 1 m m k k k µ k k k k k k If k k � 1 1 k k k µ k k k µ if If K /NWAF k/ if it k k I µ k k if k k 1 1 Ij 17 I 1 k k k k k k k k if k kk k kkk k '" k k k / k k k k 4 k IP �cm Ik K µ k k k K k k k k k 1 If k If µ k If k if K k µ K k k k m k l 1 1 / I k µ k µ k k k µ k k K µ I k k k µ k µ µ k k k k k k k I 1 �} k k k k k µ k k k� i 1 k k k k k k k k k k k k If k µ K µ l9 ,k K k k µkµ I I k k K I k k k � k If I I K k k k kk µ k k µ k k k k k k k k 1 k kk IF k k If µ k K l I I k IJF k k k if k k I 1 k /f k k k I k \ k k k \ k µ K k k k k k k k µ k �I 1 1 k k k k k µ k Kk k k k l I k \ k k k k k µ k µ k k k k k k k I If k k k k k k k \\ k k III k is k If k k Is µ µ µ k k k k K k k 1 1 k k k k 8 k k k k k k k k k k k 9111im \ \\ k µ k µ k k k k k if k k k m/ k k k k µ µ k \ k \\ k k; k µ k 1 k 1 k Ik if k k k k k 1 'I \ \\ k I k k k k k k k k k k 1 \ \ k µ k k k µ k k k k k k k \� k m \ \\ k k K k k \ k k µ k k k \\ \ k k k k k k \ k k I \ k k k k k K µ k k k \ I J,IIA Zk µ k µ k k µ \\ k µ k k k µ k k k I\ K k k k k k k m'/f \ I k µ I µ k k µ k k k k µ k k I \ I k k k if k if k k k k k k k k \ I µ k k k k A; k k k k k if kl I r I k if k µ k k µ m k II k k k k k µ k I 2 k µ If k k k I k k µ k k µ k If k k If k I I k k k k k k k k k µ k µ K µ mK I ( I V k k k k k k k k k k I I 1 k k k k K k µ k? i I I kµ k k µ k k k k k k fI k k k k k k k k k k k I Ik µ K µ k A, k k k µ k k k k I / k µ µ k µ k k µ f" I k k K k K k k µ k k k k k k 'ul k k k k k �1 1 k 1 µ k k k A, k k k µ k k k AF k µ \ k k k k µ k /: k k k k k / \ \g k k k if k � k If k � / k k k k k k k /� / k k k k k k ml K k k k k k k k k g µ \ REVMOWs 83 MATCHUNE SEE SHEET 5 SM 20 +00 00 —L— (A yy oQ�Q �O OA 0�0 �-j \ i I 1 y \\ I \ \ 1 1 � I 1 I I I 1 1 1 r $ 1 1 1 I I r 1 r e� m� m m k Y! N O N k / If k µ k If k ?4' AF k 1 P k k µ µ k kk µ�I- k k k 3A ' / k k k k k k K M a� P µ k k n k k k k k k k k/ 1 kk kk OI k k k k k µ k 1 k k µ µ k k k k µ ?� k k k k � k µ l Z N k k AF k k µ / r I /1' if k If If k µ k K k µ k k k 1 I k k K k k k k k k µ k k k µ k k k k I 1 A, k µ k k k l mk k K ,k k µ k k µ k l 1 r ' k k k k µ k k /f µ K K K k k k µ k r k k k k µ k k k k k k k k k k k l l I I k µ K k k if k k k k µ I K k k k k k k l r k K k k k k K k k µ k k k k I 1 r k µmµ k k f µ µ k � µ k µ k µ k k k µ kl i I I Ik µ k k µ k µ k k µ k k K I k I* k k k k k k K µ k k k l k kk µ µ I M k k k kµ k k k k µ k k k µ µ k µ k k k t k k k k / k ! µ k k k µ k k k k k k k k l k a I S t,k k' AF K k k k k k k I k k k k k k k k k rF hf µ k k k k k k k K k k to k k k µ k k k k µ µ k k ; A, µ µµ k k 14 AF µµkµ µ k kr If fk kk k k k k k k µ k k k k A, k k I A, k k k k µ k k k k k k kk k k k k k m k k µ A µ µ k k k k K k k k /F k k k k I I 1 µ I kj µ k If k k µ I µ k k k k k If k k k k µ k k k k If k µk k 7 1 Pr I IIY,f k k, µ k µk k k kµ µ kk � h` µ k AF 1 k 1 k µ �s AF k k kkk k k k k k k k kkk /$ k kl 1 I Ag '^ k µ k k K µ k kk µ kk kk kkk k k µk k� 1 1 k k k µ k k k µ if If K /NWAF k/ r 1 µ k k k k k µ k k k k k k k kk I 1 1 Ij k k k µ k µ kl µ k µ µ k I 1 k µ k k k k k k k k I k k k kl k rfs kk k kkk k '" k k k / k k k k �cm Ik K µ k k k K k k k k k 1 a1 k if k µ k k if k / I k µ k µ k k k µ k k K µ I k k k k k k k k k µ k l I k k if k k k r I k k k k if k If k k \\ �} k k k k k µ k k k� i 1 1 k µ µk k I If k k k k k k k k k l 1 I µ k k µ µ I 1 If kF k k ,k K k k µkµ I I k k K I K k k k µ k µ k I k k k k kµ k k kµ II I k k kµ k k it 1 I k k k kk k µ y II I'k kkk µ k k k k if k µ k 1 1 II k k k 1 k kk IF k k If µ k K l I I k IJF k k k if k k I 1 k /f k k k I k kk k k r I k k k 1 I I I k kk µ k k k k k k k k k k k k µ k Kk k k k l I I k µ K k k k k k k k l I I If kµ µ kµ If k 1 If If k if K µ If k 1 k l k k k k k k k I 1 k k If k k k k k k k k k k k y$ k k k k k k K k k 1 1 k k k k 8 k k k k k k k k k k k 9111im MATCHUNE SEE SHEET 5 SM 20 +00 00 —L— (A yy oQ�Q �O OA 0�0 �-j \ i I 1 y \\ I \ \ 1 1 � I 1 I I I 1 1 1 r $ 1 1 1 I I r 1 r e� 8 m� m m 8 Y! N O N Imy� m� Nx y 1 P N a 3A ' O a� P n O N O Z N 8 Z O O p0 ' I _ REVISIONS yIYA2 - TEMPORARY CONSIRUCIION EASEMENF REVISED ON PARCEL 3 AND 4 TO INCLUDE DETOUR DITCH � nis EWE maei nrN MATCHLINE SEE SHEET 4 STA. 20 +0000 -L AF I k k / k k k it lr 7 �r k K K k k k {� k K k 3♦ 41 I 'Ij'foi k k k \\ k k k k s k P _ill �. Z� 0>2 k k K k k k k / \ k kNH�Ir k E} IF f'-•k K k k Q,, a \\ k k k k k NJ < k k 1 ° �` k k k K K kk k k y- k p k k k k k k K k k r / K K k r a k k k k' k k k K k k K K l k - N � K kmK K K k k k k k k k II 00 C k k k K k k k \\ k k -4 040 k k k k k k k k \I k ywp kk AF k K k k k k / ♦Q'�' k /a T + / < k k k k k 01 \\ k k a + -jdp �p ilmk m W �� is \m y ts� 1 k ^I 410y6 % \ k Zg TFi fib' I m Or, rgry NTEq / �y{��rn -4k K �iy a0 � I i 1 �L�-� T aM 9 k �A k k I k k p 00 A Zk k k k I k AF k �\ �0 - k k k k k Ik k K k K k .}'Q I� I k k kk j¢ k kI 2> kK � +N�\� �4 y k I a rFy�a \ k J I A, k <�8 �vl H OlE4 �� k k AF "'19 krw AF K/ k k if k k k ; a k k k kk k/ k K / k k k k/ K K K k �;A, k k k k kk k -A/, k k nK k �Qsi I k k A% k k k I 1 00V /br,�r N k k k kkk k kKI m H k� k� K VoT ��N k k k / k k k/ /kk� I . s $ce ;rlr'� kk A, K k k k ve I k /BS I I k k k k\ k kk Ik k k 4 kkµ\ Ik kkk k 1 I n>•i r A, k k k k ° a k k � kk kk /S \ /k � 1 I b+ K /h�K "' k .I I m k k k k 1 I // l~ \ k k kKkk NFk K � ti 15r III so I IV+`ljq� m o �ZZ = � §O� I oon Ill �C�Oo Z +n o= o 1 y \ N N / � O > y m y €i 1 xt • 1 s mS 1 m �,�w ic i �J 1I c 117 1 ` M �d7 p aE ��c CIL II I o� nb II Y n 1 y b n N IO i 0 H 1 I O O N 1I c 117 1 ` M 'o I) Y n € b o i 0 � 9I �^ w Z 0 UNIS ..... .......... .......... .......... .......... .......... .......... .......... .......... ................... ..........................,_... .. .................. ........................111 ^l.• . .................. .■.......................I1.N.■ IMMIN I ......■ UNN: . 0 T T N � A T Z O N O i d T _m y N 1 O y r m N x m lull Inn ..... Hum S !1311 g... gone! .o., ...1 I........N.......... a..N ■■ //m :x:: "on aw�� FORMS ee�x :::x :Mx iNN wu UU, :x:: Iwo :xu waw e::x :I:Z ■New on 10.1 SHOD HEI INN �Nu =w :: HIM WOO x::: ■wn :on INS ■NN awu :x::.. .N.. inn SSC =SCCS:S113' .............: I I. r m M 1 m N S m m Z 0 Z 0 0 Nz o -f 0 - F mym iiiCl ilii o_ m T N " n m z 0 o i v m z O m M 1 O H r m N S m M Os v '* m y r Z O m N 0 O -F CD N x mym N MCI 0 m T M � � T Z N Ox O m M -i m N 2 m ��I �. �. �� I' {� I �v M 1 r m N S m I N m N S m HIM 1.019: A 1m � N fV0 � T Z N Ox O m m Z O N H 0 r m N S m P m N fO n m Z 0 M Ox D m rm � zZ 0 m N 1 m N x m i:s©II ennui T P O A m T N � A m Z O M 02 O m m ^� r � N O r m N x m N Ox v� m y Z O m N -1 m h x yTT N