Loading...
HomeMy WebLinkAbout20100107 Ver 1_Application_20120626z STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 'W%;8) ry BEVERLY EAVES PERDUE EUGENE A CONTI YR GOVERNOR SECRETARY June 21, 2012 U S Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801 5006 ATTN Ms Loretta Beckwith NCDOT Coordinator l o- c) � o Subject Application for Section 404 General Pernut 31 and Section 401 Water Quality Certification for the proposed replacement of Bridge No 81 over Long Creek on SR 1117 (Moose Branch Road) in Graham County, Federal Aid Project No BRZ 1117(8) Division 14, TIP No B 4122 $240 00 debit WBS 33475 1 1 Dear Madam The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge No 81 over Long Creek on SR 1117 There will be 42 linear feet of impacts from the crown span structure and 83 linear feet of bank stabilization impacts on Long Creek The crown span is a 3 sided structure allowing the natural stream channel and substrate to be minimally affected There will be 0 05 acre of temporary impacts during the placement of the structure The installation of two (2) utility piers for the installation of a re located aerial sewer line will result in 7 square feet of impacts Please see enclosed a Pre Construction Notification (PCN) a copy of the NCEEP mitigation acceptance letter, jurisdictional determination form, stormwater management plan permit drawings utility permit drawing, and design plans for the above mentioned project Also included is a memorandum from Bob Kopetsky ( NCDOT Roadside Environmental Unit) concerning the value of the tree The Categorical Exclusion (CE) was completed in FebruarT 2011 and distnbuted 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 Background • February 9, 2010 Application submittal for a proposed bridge that would eliminate a nearby oak tree • March 5, 2010 401 certifications received for bridge structure (expired Apnl 28, 2012) • May 3, 2010 404 permits received for bridge structure (expired April 28, 2012) • July 12, 2011 Application for a proposed culvert (with concrete slab floor) that would not eliminate the oak tree • August 8 2011 Letter from USACE denying issuance of 404 permit due to lack of avoidance and minimization measures Bridge No 81 over Long Creek is located next to a large oak tree with extensive personal value to the landowner Replacing the existing bridge with a new bridge would involve elimination of the oak tree The alignment cannot be shifted to avoid the tree due to impacts that would occur to adjacent 4(f) facilities NCDOT has incorporated contact sensitive solutions to manage this project due to the landowners request to save the tree New Proposed Structure The NCDOT has continued efforts to assess alternative structure design for a suitable structure to replace Bndge No 81 that would allow the tree to remain at the site and also minimize adverse effects to Long Creek A vertical abutment bndge that would have minimized impacts to the tree was evaluated Ultimately however, this design did not meet FEMA floodplam regulations With the limitations due to FEMA regulations, a re designed crown span structure is being proposed The re designed crown span structure has an alternative construction design that will utilize sheet piles to key in the span This alternative construction design will allow the crown span to be a 3 sided structure, allowing the natural stream channel and substrate to be only minimally affected Overall the proposed crown span allows for a smaller `footprint' as compared to the previously permitted bndge Utilizing the proposed 3 sided crown span structure allows the tree to remain in place (with some pruning of the crown) with minimal excavation near the root system It also allows the existing wooden abutment to remain in place which will avoid probable de stabilization of the streambank that would have occurred from construction of the previously permitted bridge structure Comments from the North Carolina Wildlife Resources Commission (NCWRC) will be required pnor to authorization by the Corps of Engineers By copy of this letter and attachments,, NC- DOT - hereby requests NCWRC- review— NCDOT- requests that NCWRC -- - -- — - forward their comments to the Corps of Engineers and the NCDOT within 30 calendar days of receipt of this application 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 funding becomes available 0A A copy of this pernift application will e posted on the e si e a - -- - - http / /www ncdot org /doh/preconstruct/pe /neu/permit html If you have any questions or need additional information, please call Bill Barrett at (919) 707 -6103 Sincerely, y� Gregory J Thorpe, Ph D Manager Project Development and Environmental Analysis Unit CC NCDOT Permit Application Standard Distribution List Office Use Only 11C y I 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 or General Permit (GP) number 198200031 1c Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 1d Type(s) of approval sought from the DWQ (check all that apply) ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e 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 81 over Long Creek on SR 1117 (Moose Branch Road) 2b County Graham 2c Nearest municipality / town Robbinsvile 2d Subdivision name not applicable 2e NCDOT only T I P or state project no B 4122 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 6103 ___ _ 3g Fax no (919) 212 5785 3h Email address wabarrett @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 S 0 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 35 25188 Longitude 83 811307 (DD DDDDDD) ( DD DDDDDD) 1c Property size 3 5 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to Long Creek proposed project 2b Water Quality Classification of nearest receiving water C Tr 2c River basin Little Tennessee 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 Residential and minor commerical development Narrow wooded buffer adjacent to stream 3b List the total estimated acreage of all existing wetlands on the property 00 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 175 feet perennial (Long Creek) 132 feet intermittent (piped section of UT) 3d Explain the purpose of the proposed project To replace a structurally deficient bridge (Sufficiency rating of 35 9 out of 100) 3e Describe the overall project in detail including the type of equipment to be used The project involves replacing an existing bridge with a 36 foot long 1 @ 40 X6 crownspan structure on footings supported by sheet piling with a clear roadway width of 33 5 An off site detour will be utilized during the construction of the project Standard road building 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 Determination of Jurisdiction issued by the USACE dated April 28 2010 Expires April 28 2015 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 NCDOT Name (if known) Jason Dilday Other DavidBaker ( USACE) 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation Apn128 2010 3 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 NCDOT received NW 13 and 25 permits ( SAW 2010 0268) from the USACE issued 4/28/2010 and 401 Water Quality Certifications (Prof 20100107) from NCDWQ on 3/10/2010 Design changes to the project undertaken to address the concern regarding a significantly large tree at the site (see Section D 1 a of this PCN for additional information regarding the tree) necessitated the need for acquisition of new permit/certification A permit application dated July 11 2011 (received by USACE on July 15 2011) proposing a change in the replacement structure from a bridge to a 42 foot crownspan (that required a concrete slab floor due to the lack of bedrock at the site) was submitted The USACE determined that the project did not meet the conditions for use of the NWP program and therefore verification of use of the NWP program was not issued ( USACE letter dated August 8 2011) 6 Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes explain C Proposed Impacts Inventory 1 Impacts Summary 1a Which sections were completed below for your project (check all that apply) ❑ Wetlands ® Streams tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site then complete this question for each wetland area impacted 2a 2b 2c 2d 2e 2f Wetland impact Type of jurisdiction number– Type of impact Type of wetland Forested (Corps 404 10 Area of impact Permanent (P) or (if known) DWQ – non -404 other) (acres) Temporary T ❑ Yes ❑ Corps Site 1 ❑ P ❑ T ❑ No ❑ DWQ ❑ Yes ❑ Corps Site 2 ❑ P ❑ T ❑ No ❑ DWQ ❑ Yes ❑ Corps Site 3 ❑ P ❑ T ❑ No ❑ DWQ ❑ Yes ❑ Corps Site 4 ❑ P ❑ T ❑ No ❑ DWQ ❑ Yes ❑ Corps Site 5 ❑ P ❑ T ❑ No ❑ DWQ ❑ Yes ❑ Corps Site 6 ❑ P ❑ T ❑ No ❑ DWQ 2g Total wetland impacts X Permanent X 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 Bank Stabilization Long Creek ® PER ❑ INT ® Corps ❑ DWQ 28 83 Site 1 ® P ❑ T Crownspan / fill Long Creek ® PER ❑ INT ® Corps ❑ DWQ 28 42 Site 1 ❑ P ® T Crownspan / dewatenng Long Creek ® PER ❑ INT ® Corps ❑ DWQ 28 ❑ PER ❑ Corps Site 4 ❑ P ❑ T ❑ INT ❑ DWQ PER El Corps - - -- Site 5 0 P ❑ T - -- -- - - - - - -- - - - - -❑ ❑ INT -- ❑DWQ ---- - - - - -- - -- ❑ PER ❑ Corps Site 6 ❑ P ❑ T ❑ INT ❑ DWQ 3h Total stream and tributary impacts —125 Perm 31 Comments * The 41 LF of Temporary impacts along the west side of stream are included within the length of permanent stream impacts for the structure I 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 indivi 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 T 01 ❑ PE] T 02 ❑ PE] T 03 ❑ PE] T 04 ❑ PE] T X Permanent 4f Total open water impacts X 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) number purpose of pond Flooded Filled Excavat Flooded Filled Excavated Flooded 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 n 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 number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporary T required? B1 ❑P ❑T El Yes ❑ No B2 ❑P ❑T El Yes ❑ No B3 ❑ P ❑ T ❑ Yes ❑ No 6h Total buffer impacts 61 Comments 7 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 previously permitted bridge design would have required removal of a significantly large tree at the site that had been brought to the attention of the NCDOT (see attached letter from Bob Kopetsky with NCDOT Roadside Environmental Unit) Due to the presence of the significantly large oak tree at the site several designs were evaluated for their potential for saving the tree while also minimizing impacts to Long Creek Shifting the alignment upstream awayfrom the tree would negatively impact 4F facilities in the southeast quadrant A vertical abutment bridge that would have minimized impacts to the tree was evaluated Ultimately the design did not meet FEMA floodplam regulations The proposed crown span structure is 3 sided allowing the natural stream channel and substrate to be minimally affected and allowing for a smaller footprint than the previously permitted bridge Additionally using the crown span structure allows the significant large tree at the site to remain in place (with some pruning of the crown) with minimal excavation near the root system It also allows the existing wooden abutment to remain in place which will avoid destabilization of the streambank that would have occurred from construction of the previously permitted bridge 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Design Standards in Sensitive Watersheds will be used in all phases of construction A trout moratorium will prohibit In stream work between October 15 April 15 The use of NCDOT s Best Management Practices for Bridge Demolition and Removal and Best Management Practices for Construction and Maintenance Activities 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 42 linear feet 4c If using stream mitigation stream temperature ❑ warm ❑ cool ®cold 4d Buffer mitigation requested (DWQ only) square feet 4e- Ripanan wetland mitigation requested -— — - - - - - -- acres- - -- -- - - - - -- - - - -- 4f Non riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5 Complete if Using a Permittee Responsible Mitigation Plan i 5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan 6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ❑ No 6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required 6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank permittee responsible riparian buffer restoration payment into an approved in lieu fee fund) 6h Comments E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan 1 a Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules2 1 b If yes then is a diffuse flow plan included? If not explain why ❑ Yes ❑ No Comments If required from 1a see attached buffer 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 governments 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) ❑ 0 R ❑ 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 N/A - - -- 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A 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? 1 b 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)? 1 c If you answered yes to the above has the document review been finalized by the State Clearing House? (If so attach a copy of the NEPA or SEPA final approval 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 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 El 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? USFWS web page of T/E species for Graham County and the NHP database of element occurrences Numerous field surveys for Appalachian elktoe were conducted by NCDOT and NCWRC biologists of Long Creek and the surrounding area resulting in no mussels being found The last survey was conducted on May 5 2004 A biological conclusion of No Effect was rendered It was determined that no additional surveys were needed due to poor habitat 6 Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? 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 4 z Dr Gregory J Thorpe, Ph D < Date Applicant/Agents Printed Name A I ant/ gents Signature - -— - -- — - -- — (Agents signature is valid only i an authorization letter from the applicant is provided 12 STATE OF NORTH CAROLINA .DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE GOVERNOR MEMORANDUM TO FROM SUBJECT EUGENE A CONTI 7R SECRETARY June 8 2011 Anthony Houser P E Roadway Project Engineer Bob Kopetsky RLA Roadside Environmental Unit B -4122 Bridge 81 over Long Creek in Robbinsville Tree Preservation Our Roadside field staff has reviewed the project and the large tree adjacent to the bridge and creek We have not found it to be registered as a North Carolina Champion Tree or a National Register of Big Trees Although not registered the tree has unique characteristics of size and age which may set apart as a tree of significance Observations Tree species Quercus alba White Oak Circumference 14 2 Spread 88 Height 65 Estimated Age 270 yrs. Notes The tree has been found to be in good general health Comments It being a White Oak of significant size and age (in and of itself) makes it unique and special It more than likely stood in place while the Cherokee hunted in surrounding forests It would have first sprouted as settlers reached in to western North Carolina It stood throughout the Civil War (1861) the establishment of Graham Co (18_72) and the construction of- RobbinsvilWs first courthouse (-1874). it therefore would be much older than the automobile or paved roads Its location adjacent to Long Creek also gives it environmental significance of anchonng the slope and providing shade and shelter along its banks _ MAILING ADDRESS TELEPHONE 919 733 2920 LOCATION NC DEPARTMENT OF TRANSPORTATION FAX 919 733 9810 TRANSPORTATION BUILDING ROADSIDE ENVIRONMENTAL UNIT _ _ _ _ _ -- - -- - - - - 1 SOUTH WILMINGTON STREET 1557 MAIL SERVICE CENTER WEBSITE WWW NCDOT GOV RALEIGH NC RALEIGH NC 27699 1557 Recommendations The tree s environmental significance is important and measurable Its historic significance is immeasurable and irreplaceable NCDOT s greatest effort would be to develop construction plans and establish measures to protect and minimize impacts to the stream and tree Central and Division Roadside staff can work together and in conjunction with the construction project for the planned preservation of the tree Measures to prepare the tree for construction (i a pruning and fertilization) protection during construction (i a minimal impacts to the trees root system) and planned integrated maintenance post construction should help greatly to assist in the health and welfare of the tree ' estimated age is based on the formula average diameter of the tree x species factor As defined the age is only an estimate Greater clarity through physical observation of local tree growth patterns the specific tree characteristics of branching bark development and size can more accurately define age (by certified Arborist specializing in tree age estimating) cc Ed Ingle CPESC Roadside Field operations Engineer Connie Morgan Roadside Environmental Designer Richard Queen Div 14 Roadside Environmental Engineer June 21 2011 Mr Gregory J Thorpe PhD Manager Project Development and Environmental Analysis Branch North Carolina Department of Transportation 1548 Mail Service Center Raleigh North Carolina 27699 1548 Dear Dr Thorpe Subject EEP Mitigation Acceptance Letter B 4122, Replace Bridge Number 81 over Long Creek on SR 1117 (Moose Branch Road) Graham 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 June 20 2011 the impacts are located in CU 06010204 of the Little Tennessee River Basin in the Southern Mountains (SM) Eco Region and are as follows Little Tennessee Stream Wetlands Buffer (Sq Ft ) 06010204 Non Coastal SM Cold Cool Warm Riparian Riparian azian Marsh one 1 Zone 2 Impacts (feet/acres) 42 0 0 0 0 0 0 0 EEP commits to implementing sufficient compensatory stream mitigation credits to offset the impacts associated with this project 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 g Willia Gilmore P E ---EEP-Director - — cc Mr Lon Beckwith USACE - Asheville Regulatory Field Office Mr -Brian Wrenn - Division of Water Quality- Wetlands /401 -Umt File B 4122 __ K"torutg Protwtutg aw Stag S:i�w #YL YFVA MEW North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh NC 27699 1652 / 919 715 -0476 / www nceep net A ❑ Based on prelimmary information there appear to be waters of the US including wetlands within the above described project area This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 33 1) B ❑ There are Navigable Waters of the United States within the above described protect area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act Unless there is a change in the law or our published regulations this determination may be relied upon for a period not to exceed five years from the date of this notification C ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344) Unless there is a change in the law or our published regulations this determination may be relied upon for a period not to exceed five years from the date of this notification D ❑ The jurisdictional areas within the above described project area have been identified under a previous action Please reference jurisdictional determination issued _ Action ID Basis of Jurisdictional Determination Long Creek is a tributary to the Little Tennessee River which is a Section 10 navigable in fact waterway (TNW) Appeals Information (This information does not apply to preliminary determinations as indicated by paragraph A above) Attached to this verification is an approved jurisdictional determination If you are not in agreement with that i approved t1i sdictional determination, you can make an administrative appeal under 33 CFR 331 Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form If you request to appeal this determination you must submit a completed RFA form to the following address District Engineer Wilmington Regulatory Program Attn David Baker Project Manager 151 Patton Avenue Room 208 Asheville North Carolina 28801 In order for an RFA to be accepted by the Corps the Corps must determine that it is complete that it meets the criteria for appeal under 33 CFR. part 3315 and that it has been received by the Division Office within 60 days of the date of the NAP Should you decide to submit an RFA form it must be received at the above address within 60 days from the Issue Date below * *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence ** Corps Regulatory Official David Baker Issue Date April 28, 2010 Expiration Date April 28, 2015 SURVEY PLATS FIELD SKETCH WETLAND DELINEATION FORMS PROJECT PLANS ETC MUST BE ATTACHED TO THE FILE COPY OF THIS FORM IF REQUIRED OR AVAILABLE Copy burnished' -- - - - - -- -- Mark Davis NQD,QT- ,Division 14 Environmental Officer STORMWATER MANAGEMENT PLAN Project 33346 1 1 TIP B 4122 April 27 2012 Graham County Hydraulics Designer Carlas Sharpless PE Hydraulics Project Manager Stephen R Morgan PE NCDOT Hydraulics Unit ROADWAY DESCRIPTION The project involves replacing Bridge No 81 on SR 1117 (Moose Branch Rd) over Long Creek in Graham County The overall project length is 0 103 MI The existing roadway has 18 feet of pavement with 4 feet of grassed shoulder on each side The existing structure, built in 1962 consists of a timber floor on I Beams and vertical abutments with a total length of 41 feet and a clear roadway width of 19 The proposed road will have 20 feet of pavement for two ten foot travel lanes The upstream or right side of the project will remain shoulder section while the downstream or left side of the project will become curb and gutter with a sidewalk for pedestrian use The existing bridge will be replaced with a 36 feet long 1 @40 x6' crownspan structure on footings supported by sheet piling with a clear roadway width of 33 5 An offsite detour will be utilized during the construction of this project ENVIRONMENTAL DESCRIPTION Land Use The project location is located dust outside of the Robbinsville city limit on a low speed state route The area is mainly residential with schools and recreational facilities in the near vicinity The 112 square mile watershed is mainly rural Topography and Water Resources This project is located in the Little Tennessee River Drainage Basin Long Creek has a C, Tr stream classification This stream is not on the 303d list The total permanent wetland impacts shown on this project is 0 027 Ac and temp wetland impacts are 0 005 Ac For this project the bottomless structure will provide an adequate passage for aquatic life and allow for natural stream development through the culvert The culvert will also shift slightly to minimize the impacts to the tree at the northeast quadrant of the project BEST MANAGEMENT PRACTICES Catch basins placed down station will capture stormwater from the roadway surface and crownspan deck, eliminating direct discharge into the creek The proposed structure is a 1 @40 x6 crownspan, which will provide more conveyance area, and a smaller footprint when — compared to the existing 1 g 41' structure Outlet pipes will be placed on minimum grades to minimize velocities Rip Rap pads will be placed at pipe outlets at Sta 12 +92 LT and Sta 13 +45 Rt to dissipate energy prior to reaching the creek A grassed shoulder along with a grass swale will be utilized from = I,—Sta 10 +50 RT to =L 12 +50 RT to provide treatment of the storm water from the roadway prior to the culvert P -4122 Property Owner List 1 Mr Jasper Moose Mrs Wilma Moose PO Box 1077 Robbinsville, NC 28771 2 Leanne Ghormley Ayres Daniel B Ghormley Myrtle Ghormley 194 Moose Branch Rd Robbinsville, NC 28771 3 Graham County Board of Education 52 Moose Branch Rd Robbinsville, NC 28771 4 Herve Cody Claudene Cody PO Box 218 Robbinsville, NC 28771 DB 145 PG 144 DB 152 PG 182 DB 153 PG 608 DB 170 PG 680 DB 50 PG 357 DB 87 PG 417 DB 186 PG 746 DB 139 PG 388 $$$$$$SYS' $$$$$$$$$ $$$$USERN! 7FCZ. $$$$$ $$$$DGN$$$$$$$$$$$$$$$$ $$$$ 1 C uzuz429 TIP PROJECT: B-4I22 2 VO T_1 V Nom—= `O NAD E3/95 n y I m ­0 O N n i 0 +5 ET 0 6 o j >� o m h b n o o b b � O C � V� O y � O b �I, �I VJ O yr V m � nm� omv 0 Maui s 0 0 r m = O F4 o D w� C. 0 � Z H 0 0 n CA 'ni booms to 4xyo xyo p'h�h yA o n n bd Ony n 3� 03 �o o o Cj o m$ -4 v I C o o �� II II 11 II it II II � b�rn� r A o O 0 A O, O O� A '� y b Q �� V O a G1 �!m� N 3 = b � � v � o,�a v � { o �o = y S O� r m o coi -a m y 0 H b �y� n �Obb `j is n y x N y to N N O N r p cu III 0 o � 0o y y A X19 TIP PROJECT: B-4I22 2 VO T_1 V Nom—= `O NAD E3/95 n y I m ­0 O N n i 0 +5 ET 0 6 o j >� o m h b n o o b b � O C � V� O y � O b �I, �I VJ O yr V m � nm� omv 0 Maui s m �I •��. y �� 3� 03 �o m h o z H o tzf 10 a b Aypv �a a 0,4 e z b Q b Z � o,�a v 1� 4 r = y a x a r m o coi -a m m TIP PROJECT: B-4I22 2 VO T_1 V Nom—= `O NAD E3/95 n y I m ­0 O N n i 0 +5 ET 0 6 o j >� o m h b n o o b b � O C � V� O y � O b �I, �I VJ O yr V m � nm� omv 0 Maui s �� zb � z T in 3 :-� a b Aypv �a a 0,4 e z PHI � o,�a v a TIP PROJECT: B-4I22 2 VO T_1 V Nom—= `O NAD E3/95 n y I m ­0 O N n i 0 +5 ET 0 6 o j >� o m h b n o o b b � O C � V� O y � O b �I, �I VJ O yr V m � nm� omv 0 Maui s m3 a30, �m1V N m c� n LD 0 1 0 CD 0 M g 0 7 0 . im \ w m3 a30, �m1V N m c� n LD 0 1 0 CD 0 M g 0 7 0 . im N n Q 1 N n n r m i SSSSSSSSSSSSSS m C o -,Uz mz D p -no 0 ()M N N MU) 3 N m D � C MD np D y In n � rj l z D II I °o o f °o i i N o y W O H REVISIONS n e! 1 F H z tri a h z z z oI q I H REVISIONS n e! 1 F H z tri a h z z z oI sasaasasasaaaaa ti CD cn 0 -. �m Cm z Dz �z N C-) —+ m D� U) m (-)m m cn m cn ® zm D� p A mD �v p. C "D o X� > D D 0 n � m� z D --I N m ��x� x A J M 0 o r::�E cnog= m z z n 0 T REVISIONS �0 �n n 0 0 Ir z C rn c ?n. N O SS z o < --a L-O QO -J 00 co W N A z -- m zo C) b �r zy �o p A p. z 0 W N ��x� A z x �j � z cnog= m z z n 0 T REVISIONS �0 �n n 0 0 Ir z C rn c ?n. N O SS z o < --a L-O QO -J 00 co W N A � z z= m zo o b �r zy �o p A ° O O ® j- q km or- II 8 N n a m� X 0 ;0N II II N C EMS71NG AANHOLE JOB NO 08 00371 ppe�g, STA 110+ CO DATE DECEMBER 2008 MOOSE BRANCH ROAD X WATER AND SEWER TOP IEL 982 58 ����III f RELOCATION DESIGN REVIEW JM CONST REVIEW RA INV IN 1978 47 „ W GRAHAM COUNTY NORTH CAROLINA � to MANHOLE #1 0 0 + ° ° STA 10 +7 ro N TOP EL 1 INV IN 1 INV UT, 84 67 79 0 1978 67 ja o i MANNHOLE STF� 11+ At 2 37 J V I < TOP 1985 27 0,0 " I o 1 IN IIN 1 79 9 o ° NV OUT INV ( 9 cn b N jIN MANHOLE Q ® m - t I STA '{ 12+0 57 o I TOP INV ELEV �IN 1 1987 04 81 21 °o 0° INV 'OUT 1 81 D1 fue w 1 o ° MANHOLEI STA 1 12+ 07 0 TOPIELEV 1985 35 INV IN 1 8183 0 n i NV ni IT QQi vZ MANHOLE I m CA m J STA! 13+1 07 rq ° co TOPI ELEV 1985 00 m i INV IN 1 5230 N + o I 0 198210 m MANHOLE 6 9 STAI14+0 42 I m TOP EL 1 8509 INV IN 1 83 38 I ,NV OUT 198318 m I TA 15+1 66 OP EL 1986 NV, OUT 84 - a 1983 84 ® j- q km or- II 8 N n a m� X 0 ;0N II II N C JOB NO 08 00371 ppe�g, DATE DECEMBER 2008 MOOSE BRANCH ROAD X WATER AND SEWER DESIGNED BY MC CADD BY BW I�If'OII '19G WGIr9.6"C BRIDGE REPLACEMENT T II ����III f RELOCATION DESIGN REVIEW JM CONST REVIEW RA INiGY{'I MWN OF �� LL „ W GRAHAM COUNTY NORTH CAROLINA 07 JUN 2012 14 39 1 R $$$USdERNAME$o$$ 4122 rdy tsh dgn 09/ 8/99 (CONTRACT: C2 ®2429 l TIP ROfECT: B-4122 r v Ill O � r � O rtAD 83/95' m 0 y 0 0 O C r � � o p O y vyi < —I Q O ° y O II II II N N �• 0 0 o A o Q N N 0 o °o 00 ?' m O r b -n m b O' T m -< r ,� < F m y � = A m to 70 m Z m N ^�^ O Q O O > ® Z m m a mQ (J // O $ f n r a �� (n 1» m 'o n St rn r v Ill O � r � O rtAD 83/95' m 4i C { y N ® O C r � � o p O y vyi < —I v < O ° y O II II II II II II II �• 0 0 o A o A a 2 y 0 o °o 00 N = m oe v v b yb to b dbi C �+n y O y bC)oy mo�x �xya b � Q h y yy'S mCo, n oo� pox y 0 y� H m b A h �b $til 7 toi ay v Ill O � r � O rtAD 83/95' m 4i C { y N ® O C r � � o b y m ° y y O ti O O x N y tv O m ta N w° 11 2 y 0 o °o 00 � II yb to b dbi C �+n y O y bC)oy mo�x �xya b � Q h y yy'S mCo, n oo� pox y 0 y� H m b A h �b $til 7 toi ay v Ill i � r � O rtAD 83/95' m 4i C { y N ® ca r � � o b ti y m ° y I d N ti O OD D • ''C ti tv O m �C „q J N 2 y A 0. A b m V b -n m b O' t -< r ,� < ti J �n Z y � N m to 70 m m yb to b dbi C �+n y O y bC)oy mo�x �xya b � Q h y yy'S mCo, n oo� pox y 0 y� H m b A h �b $til 7 toi ay o rn m3 y � r � O rtAD 83/95' a G 4. � N ® ba I I o � y o � c O O I d N o rn m3 y � r � O rtAD 83/95' rn G 4. � N ® ba �m V � O h � ti O b m 3 �C „q J P CL o CD V y to 70 m a a ® m m a mQ (J // O $ f n cr a �� 1» m 'o n St rn o rn � A y � r � O rtAD 83/95' rn G 4. � N C) 0 a as 0o w � p ' 1p P m C r p.. ® ba V � O h � ti O b �C „q J P ti V C) 0 a as 0o w � p ' 1p P m C r T T V1 p T W W 2 (rt/1 v f7 o n M M X o -v X o -0 H QT a Q T m _ T % Q m T 0 � 0' v X m o -� o �Q m x , r m a H 07-1 bp ? o c rn O m n N vs 3 n o C a 0 0 a a a a m 0 b 7 7 ui O d O 3 � a O m m m Z 3 a QI D O m Q 3 Q a c m m m m - 4 44 m 4 j 6 p m m r ' C b a o �I m p W O m 3 m < n o ° T n m o 0 0 = m m m' N y O ^^ m O 7 ° Q a `< 4J 0 +� W W 7 Q 7c m m = 3 o Q b ° D c o m� T m 3 Q Q 3o�m�m b Q_ 3 p W o m n n y 0 W m m b Q C C) q� C x I I m 0 -o o � � � � x w ❑ o I ►III�� I � Ilitl� N to -v m -o m Fri— -0 -0 m m N � m -..o 3 -o -0 � m -0 Hm -0 O O O O 7v 0 Q 70 4f X N�o Q Q O O n p m a a a a a a D Q_ O 0 0 O O O O O O nV° Q . a Va j j 3 f (/_ COW m Q m m a m m m m m m � V m ticQ m o m m m m m m m m m n Q_ Q_ Q_ Q Q Q Q_ Q_ Q Q Q_ m Q_ Q_ .Q_ Q_ n m m9 Q Q Q Q_ ' 1 -1 13 0 O 7o Q W m O Ci m 3 O y o 3 ? ° mm v v m o v a . I O Q a Q m a Q a° n? m Q a Q m p 0 H O C C O v C7 n m m 3� r Q o= o T n 3 n m Q Q o m a r r r 7 m m M IM CC n b � m i m � \ m s m C a m a o -�« m m O m N M 3 l I N 5 © ` I� In I I O m m C m m m m > D as O I m m m m m m m m m m 0 it r 0 om ' '$ Q 44m p0 n 0 o m W C m Q � o 0 s 0° o 0 - N ' m > 0 o' Qm > _ m O Q m> 45 Q_ O CO m ^ m In M W Is Q o o o o m Q m Q m Q m Q m m m Q Q a- CL CL m m °- °3 W C m m m m � -1 7 3 O n m m a O m D O O O m O m m Q 0 X n m m W o E ° n° ° m m o m Q If m IMP �(D Q x 0 P S 3 W �QO m W Q n O 7 T 7 m r w � `) 1J m Q W o ' m C) C) y 0 o o; a = Q s 7 C E m p 0 7 `cb� m m c j m m Q_ (7 N v W 7 N N C Q M M m Q III) �I Q Q C C C C C N o F Q Q D A v 70 0 0 Y v m v m D v 70 __ (,j m m N — m O 7 7 < rn U vQi m H On a C -1 H H On O Q O O m 0 o a o n r a m v, u' o' D m m 3< m Q m a o m Q m m Q m m m W > > 13 3 o o_ o_ 5 ° Q 0 3 � � � O ° 2 m < ° 0 ° n. ` m o m G) � Q_ < � Q O a 2 j � fl m m m Q- to O Q O W H O Q m m Q Q n rn Q n m O Q O n D_ �_ O N tn T Q m m Q 41 47 s p Q o m m' O s H T O N m O m " Q' 9 �" m yr Q W a W a 0 Q Q Q T� n s C G7 47 m n a? Q m Q m T m o fl Q to m H H p 'n..' m Q D r p r a r m r X 3 Q r 3 O Q W ° r o Q- Q m r m 0 o r- = m Q m a n m O m �° C 3 r f y n n m m X m m p" m m C n ' m m CA a C W CL m C I* 7 M I O g ®� e o❑® r o® I <'> CA M NE L C It n c [`NN zi rQ �i I dg D Z m ° N m m O r r "' y o 0 a =f nc-) C3 D I CD O S O z n a ^1 N ( ) OOO O Y =z �vozo° w �m °o --j i LA CA C7 O r�� °°� ym�cn��n Nr o °t�D -1om Q omi rcn m 1 mrm ' ON�IN- O -Inm0O 0'm n o^ cnZ I -,'-' y o0 ^. °ml cCncz'� °rNV z r oApzNZ `�°° oo�cmi�v v coo oz�N zcno I r, ._. co :z �m Q o z z Z r > O m° N-i co 1 O C N A m r m E m O N N N N N V A 0 0 m om my a m ° o 70 m 1 � C O N n O y O N � Mx� I I N E' .2 3 o Fe��Op vo8o px hi �texb� b� ag�m a y ano �mooz = ® y N � / r m�o�z OSN I N h O� I mmo r m IMP v^ a y g I�rn mr Q till c*3 m to 40 cyj h O] y Z bih t� t0'1 y f m1 0 ° �Z C;) b O y 4� 2 'WA b h 0 y p y x �i �5 bly0 �2 Z y C7 'A z O ya '� y 0- 0 y h yy G] yC ylb, m$�h y ti b p p tu �yj m y Cb t3 O b t+ 5 to '9 0 a N � Mx� I I N E' .2 3 o Fe��Op vo8o px hi �texb� b� ag�m a y ano �mooz l=J = ® y N � / r m�o�z OSN I N h O� I mmo r m IMP v^ a y g l=J w �wzbm = ® y N � N A m�o�z OSN I N ��mom I mmo 4 Sb a y g 1 w �wzbm = ® I N m m�o�z n ��mom p n c� o yb Q mr m till MJ = ® m n p n c� o m till c*3 m t l b �pJ7 rn p�pm aA G; mm ti p�m�2 Ro. xb a 95a as Aznus MB ZW ® n n till 2 l � � D n O o Z y I I d N b �pJ7 rn p�pm aA G; mm ti p�m�2 Ro. xb a on —� ® w� no m oa b S � I r m 1 � n O O ` Vrn Z 95a as Aznus MB ZW t n m f9:S I m I on —� ® w� no m oa b S � I r m 1 � n O O ` Vrn Z Z O 95a as Aznus MB ZW n �O N m$�h m y ti omp� m mnp a �m I O rn ~ y I U1 � •(1 J U1 O W W m O W Cn W N .-. T m N O r z O N z^ I m O m m m m m m m O N N m w r Y w m W r r r r r m J m (j] ? W N .- C) m m m m m m m m m m m m 2 00 CO OD OD M .JD m z 01 O m m Oml OmD m O m W B .D O m J J S A N J [n m x B A S w m m U1 W m UI m w m ? m m m Ol N A W A m m a m m m m N UI N N u u O N UI N U Ln N w D m m m W O M N 2 m N CID OD ^I N J m m m m d UI m m m w m m B m e Ln mN mNm�- UI ,O B r D m N r D m m 1 m r D m m °m ~ A 0CD m o n m e e Ul m 0w -0O m z m m z x z x m m D ,n .n m m m < m .:o .n .n .n m w^ m m (II r ,_, m .a r cn ,.. m N m r v A n. 'P m m ..o co OD m^ A A W < D _ < m J Z Ol .DD. z m UI < z W < z W B m m D " (!D O a a m 1] A V N •- W V O m m D U) - m D W m z z m (n .�. w Ul ^ £ O N z m .0 m zz F O m z 00 D^ (n Dr m ^ ID I ti r V 0 r m m N^ N n ° O 0 O -i m 0 r ti ti ti mCD ^O m N B G m N mN fn m m m mI A O] ,D m m B W U7 m m O O D N D w w m J D U I .� D M p O e m nC") O z D m O m O Om^ O m O z m m m Z n n 0 3 a r r r r V) N In m O In N .D N (n O T T ? B T m m m m .- In m r 71 e ti y Z O 0 A m I D O + 0 0 0 O I v m a N O O 1 1 A + O O 0 0 1 i w 0 0 _ .I \b 4122 O z D r N m Q Z Z Q A/ YYY V, 0 O z Z ° I� dy typ dg O i 7� I I rn a � .0 an m C V � Q D 1 Z r v cn N N /a O O a 01 ...� J mil M 1 e m 41 j 0 m � m fl �° O _ Z -0 0 F I rn O m 4 1n Dv N r C 01 I N � N 0 Z 2 P N O_ 1 n N o m � O I O Z I =9 R Z9 �O ; 1 O O I I� II Y^ P N r i Z I a> DD o>< m N N O 0D r � Z N + 0 m r^9 O O m m . O N O' Q A O GJ m po D p II IN A r _ N IN D N 0 0 ox -�1 m P z cn m n II O >a1 m Q C Nn z mrmm DA z aN °o 0 N �O Q S I O �N 3� �, c L 'y Z y I r a a m x�mm n mmm Z 4N Z m � � Qm at Z T x A 1 T — r D D 0 yid � A A D D O O p c -1 o N r 0 �'mL mo m 2 xmo y r^ m a 11 �I ...� J mil M 1 � m 41 j � I m ° O u z m fl �° O _ Z -0 0 F I rn D 4 1n Dv N r N � N A O P c O_ 1 n O o m O I O O_ iTZV =9 R Z9 �O ; O Z// O I I� II n N N C ...� J m ra M 1 � m C7 N j � I m ° O u z m fl �° O _ Z -0 a N rn D 4 1n Dv N r m m N N T P Vi mDT 1n 1 n rn o m o O A O iTZV =9 929 Z9 �O m O m O I I Q Imo' al0 r i Z I a> DD o>< m o D w O 0 + 0 m r^9 om O N O' Q A O GJ m i r i c a D r r m x O Z � O n 0 og� Z s� °n 0 �y�o Zmr n n O C y m r Z A C ...� n i E m ra M L N m C7 N j � I m ° O u z m fl �° O _ Z -0 v, N rn N 4 1n Dv < m m N N T ~ m y a y0 mDT 1n 1 n A o m O m C O A O iTZV =9 929 Z9 �O m O m m y m 1D Imo' al0 0 a> DD o>< m o D n o 0 + oma r^9 om 99 f�/ O' Q n O I m D o I r D y m n y D =zoo 0 LOO ox -�1 m P y m n O >a1 m Q H z mrmm DA max aN °o 0 N �O S m ~ Z y m g a a m x�mm mmm m Z m at Z T x O T O r D D 0 yid D D p c p c o N r 0 �'mL mo m 2 xmo y r^ m m ti y 0 a L m T m m 9m O Z n n �.oy va °9 m0 -Z-1 Zmm yy n D mom O m co ap mO D m n � m L D m < o^ zom 09 m j O z ^ x m IOm m m� m D >vmN m im > V m�u aem m m °< o TT m m D ° m a m r Z A <> I P O > O A n i E P m 0 0 C � I m ° O u z m fl �° O _ Z -0 v, N rn N 4 1n N n 1° 1 Og O no c 09 N 0z O OC Op vr=r pc o= �a c 0 CA o m O m C O A O n 70 O Z �O c 4 nx m Z 3 O D y m 1D Imo' al0 0 0 n O Z ° � r n 0 0 \a ,a � II > CA n— Q o-lI " i Z II r z Q1 Sgo J lm 4/ P i Z n v $ C� z to z z 0 Z z FZ01 P D v, + N O N O � O C) 1 S- O n `N D fO O D ir Imo' al0 0 _L\ O + f�/ O' Q n O I m O I r o YN H D z Z 0 O P 0 O Q z N ?0 °o N �O S Z Z m n m n 0 0 \a ,a � II > CA n— Q o-lI " i Z II r z Q1 Sgo J lm 4/ P i Z n v $ C� z to z z 0 Z z FZ01 Z 0 1 m C _N Z 0 O r N D Z n 0 c Z -1 N m X cn c W _O O Z D m 70 v m Z 0 c IV m Z m cn rn V, c D 70 v r 4122 �du o h do 0 REVISIONS R/W REVISION ELIMINATED THE PERMANENT DRAINAGE EASEMENTS ON PARCEL 2 AND PARCEL 4 REDUCED THE RIGHT OF WAY ON PARCEL 4 AT -L- STA 13 +50 RT MINIMIZED RIGHT OF WAY AND TEMPORARY CONSTRUCTION EASEMENT ON PARCEL 2 IN ORDER NOT TO DISTURB WD CANOPY JMT 06123111 9 Z M 00 CS �mI x/Q °pm all yfo 3m O v I 9 %1 L Z n N w N N A � Q — a a rICU p�2 N �aA m aim zl3£ V ° I 1 3 SI LI COS \ n @ N ti �O 1 � \I X Irri I" X10 ) 1 N uN X rV \ °L a2I ml A \ C ? y o y O 3 � oar m R tiT ° m x m 1 6 ° 2 m� L4 w p o o O� M AD A U7 Ai y o 9F Jb OS L ON � - - - - -- IA I - -� \ 1 o • zs o �s'd OOU J mm rZl /� W a 'o l o� m 6 OS uu'IUUCn A 11 fuNN + 9 11 q 11 II II C w Z�Q oww r [OiS 1 V V in uuuuui� X p4� + k �CwTI OWIIO A Q Q y v O I w v m n m yoo'o" — TT� o — O +� ENO y�ES // y V r ti C W 330 �' 1 o� / v,0 Nrn ~ n ! mm A b'l+y�r yti 00 N �0 l 1° Zt pub y° y Vim u 0Cv� D � �O0ro � C w -422 A,i % � � r Z _0 �V 0 rr, o rri a —per y Py O /� O(= D �I c -n CA rn �0 r O Qmm °z EA z mm°cr r rn ¢ A N 7u�m ow mWo �m m „m p S m cn 3:K m�� r D = O Z m Z m 0 CA rr- > m I m man �H I ma , �w ZV O �oN y D o o o yW co (A z o la a o u O m J(y�NI -p ° o ° O C O •Y O �� O� O u n C { z 60 H � -Di � O 31066 0 r �1 y x x j F 0 nZ x o m X ���� f r C3 _ —- a Ix " �� f rz I N) N V n to N Olfw Alb �� m � � t� vl*IiAnm� ��rn� �C $ 2 O rn Q) O Z C) n m D z z -1 m Z m O m n D m in 0 W -< m O � 1 v1 0 �3 0 i- -1 Rl N m to O -1 Z 3 n X-n O W ;u -n D + Z 2 cn m 0, m 2 =i N m m Z 2 m c0 2 r- m0 0 > O m v m H _2 M ° -1 N m O m z nn M m m m 10 o v 0 m = O O m c -� m m m m M 83,'95 b b ° if S py m zr. i N z m �z o s� 33 �� zd n z z€ I z � O A fuNN + m m o oww r rn X X + k k NND� A A Q Q V 5 my gl� � r— � � V � - Vt -� may/ C C � �, x bt, r �� r m m I m man �H I ma , �w ZV O �oN y D o o o yW co (A z o la a o u O m J(y�NI -p ° o ° O C O •Y O �� O� O u n C { z 60 H � -Di � O 31066 0 r �1 y x x j F 0 nZ x o m X ���� f r C3 _ —- a Ix " �� f rz I N) N V n to N Olfw Alb �� m � � t� vl*IiAnm� ��rn� �C $ 2 O rn Q) O Z C) n m D z z -1 m Z m O m n D m in 0 W -< m O � 1 v1 0 �3 0 i- -1 Rl N m to O -1 Z 3 n X-n O W ;u -n D + Z 2 cn m 0, m 2 =i N m m Z 2 m c0 2 r- m0 0 > O m v m H _2 M ° -1 N m O m z nn M m m m 10 o v 0 m = O O m c -� m m m m M 83,'95 b b ° if S py m zr. i N z m �z o s� 33 �� zd n z z€ I z � O V n to N Olfw Alb �� m � � t� vl*IiAnm� ��rn� �C $ 2 O rn Q) O Z C) n m D z z -1 m Z m O m n D m in 0 W -< m O � 1 v1 0 �3 0 i- -1 Rl N m to O -1 Z 3 n X-n O W ;u -n D + Z 2 cn m 0, m 2 =i N m m Z 2 m c0 2 r- m0 0 > O m v m H _2 M ° -1 N m O m z nn M m m m 10 o v 0 m = O O m c -� m m m m M 83,'95 b b ° if S py m zr. i N z m �z o s� 33 �� zd n z z€ I z � O 2 O rn Q) O Z C) n m D z z -1 m Z m O m n D m in 0 W -< m O � 1 v1 0 �3 0 i- -1 Rl N m to O -1 Z 3 n X-n O W ;u -n D + Z 2 cn m 0, m 2 =i N m m Z 2 m c0 2 r- m0 0 > O m v m H _2 M ° -1 N m O m z nn M m m m 10 o v 0 m = O O m c -� m m m m M 83,'95 b b ° if S py m zr. i N z m �z o s� 33 �� zd n z z€ I z � O M 83,'95 b b ° if S py m zr. i N z m �z o s� 33 �� zd n z z€ I z � O 07 JUN 2012 1432 n �„ . . . . . . . . . . . NE MEEEEEmmmmm SEE EMMENNEiliONMEMEMEMEMIE i M�MMlM MMlM EMEN lMiMM��MMMiM� M �M f l�l l �q�i � f� � lei i I MMl MENEEMEENNlNiEMOMM lEMEM AUillMEMME lEM�il�E i I MMM SNEER ONE MWEEMEMM lMEM EMMOMEMEMEMIN HEMMEME ME MMMMlE M MMER ME ME MO MNEME MO MMEMEM Is 00MMOMENNOalME 0 M a EMEMEMMOMMii M MEliE 0�l�I� � i M MGM MMl MEMO MMiMfMMMEM MESS MMER! lM00 0 ME MEMMEN ON MEi�l� HE MMEMEMiiEMMOMMEME NMMM 'lMMMMEM mom MEMMiiii M IN 'MIS MM M MlMMM MRMiMMMMM M L MEN mom MOM MEN Elm mom momm i��Ml NEE �►�iMMMMMi EMIMR0M MiMMMMMMIw'M IMMiMMSO M EM 1MM'iMM Elm .NEE MMMMMMM9MMMMMMM SOMME MEMO No1�1�iL�MM���I�II� II�IYII�iNo EMMMIN MEN MEE No IN NiiiEMIN MEMiMME MMEM ®MMMn111NM mom ME 110 IN IN Rum 0 mom 115-AMMEREFIRRE ME MRP —MME E N M a �i�i�M�iiii�i�! �� ,��I�i1� iMM • M��f�M�M� lE H• IN MM M Mr • • li 0�M�i�I�M��iM��I�I��_ ®i�IMil� I� N� MioMNIMM���' �I�� M��!l�IMMMI��I�@MIIi�MIM�IMIM NoM�I�iMMI �iMM�M®EMP. MMiM MiiOMER RIMME 0 1P. 0 ���1�, NiM IN ►�ii�MENEME EMEMIMEN SEEM M go No IN l M 12111 QOM 111 11 111142 • : ! EMMiilMi lMMiM1M 0 MMism IdM 0 MEMO MMMM1MEMMiMMiIMSMail MiMwMMMM AM�liii® i�iiMM�i� '��®ii�IEMlli�E�lM�!©0I�i� win �i EMM�Ei�liMiMM M�IIiMl� EMMM EMiMEME iMEi�ii�iir l itMMEMEl i1 NM11 ®N IMMEE®E1111i13IMME MMEMi BRIM�IMMI ISM �1No �iil Ml�oM �11±® i��MM l�a ®l �i�im �IMI� !! ®�MilM�I�M'�lliM�l�IMI�II� No MEN MEN EMEMEM MUM ml rMii M® ME 0 I 'INIMMNE MEMO Elm MESON M mom iMM0 M M IN MENEM OMM EMMIUMM EMM ENS OEM MEMO ME wMiiMMMMMMM MM M nMMiM 0 0 v M No mom 0 0 IN MEliMMii�iMil�f8i�Ii� EM MEMiMMHOUSE moll 0 IMMM on ON 0 Mm ME �ll�! 0 ICS ' Ilf� i lll6i��M� i No MMIM,MEM 00 MMi No 0 a NMMiMi��li� Mii ill �MMi INN MMEM MEM MEMMiMOMMEMEMM l lMi m RIM ME M u MMM MMmM uE MMM 0 ME 0 BEENE M�I�IMM�IM�MII�I�II� ME M 00 00 0l�liM��iMM��iMMi�iiMl .ME IME so iiM 11MMEME ME miMMMI M 0 _ ONE M�IMiI�IM�iMMEMiMI�M�MM MM MM�IMMM��M�i�M�M MlMN !MlI��MM i mmo m'lIImommo lIR MIMEMEMMIEMIM ME Mi��I�MM���MiMNMI HEiM0Miiiii ME MMi MMMMM MM WE l ®OEN 11111 ME MEM�MMIiiM� W MMEMME MEE ME MIMM M 0 MEE 1�l�l�M�IMMM�� I MEND ENEEM Mffi'momMIMMEN 0 M M M MEN .IMIM Sol mom M ME NMM INN NEE MiMME liMMfMEi��MM�M������i���i�l . MEESE M EMiMMWS MENiiM MEE ilMon MEN MEii�l�iMiM�IMIM��L 00. am "AMAIIIIIIIIAMW IiiiiiiiiiMEN liii!!il�ili!!!� ii itll�il�i�►► l�liii�litl��ii i�il li�ii�i�i !l�il ONES MillMEMl NIM �1�t!!stiltiii�il ri�il��i!l 11��!ll i !l liB �i ill��i Qiml��I ��fl �lll �� IN ��iiiiiiliiiii! i��iifii�liii�i ®i:iii�l,i��iiil iii® i��ii�ii�ii��ii� ® ®ii���l�li��ii!liiliii■�ii� !!!' Bii�N�i! li��iiiiiiilitii�P�iil�'fl�l��I illyiilliili�li���iillii�ii��liii� i�l■iil��i�i�?�i�ii!liil��iii�� ®�l�ii�liilll�iilliiiii ®�iiR ��liii�iii�l��i��ill��� PP iii� !!i!i!!!lliil�, Iliii!!ii'�l0iiii���I� SEE! MliN�iliiili!!!I� ®i�iiili�l�i l iiiiilii! lliii�lili��i�iiii�l��ii�iii�iil�l l�i��ii!!�E► fi No wwiiilli MMMI Im E !liEEMiiMEN Elm Rim MENIM ri-Iimi�i��iiii�i� '6iili�iiii���'iii� iliii!!ilNiii NIN MIN RON IiiiiiiiiiMEN liii!!il�ili!!!� INI �I��i�' �..,1 1�1 ��18�iA�A���li��! �BAi����i' �� !�i��iil��il�ll��i■�!l��l��li! �l �il ����l f��ll ii�!l �1 11��ll �ii��il i��ll �i�► ��ll ��iil �!! �!! �ll��i�lil�l�liil��liii!!il�li� ��I®® I�!!! �! l��l�i��ii�ll� ■idl�l�I�i�l ®l�l� I�l �®®! �l � l�il�l�� ®�i�l�l�iil�il�l1!■�li� ��Il �iii�■ll i��ii�l �il �1® �i��!l �l�ll iill�i�!l �l �il i' ��il it��i�ll �li���= 9�i��ii��illill�Qi�l�lll� 1� 1l� � 1��8�!l��ii�il l • f l�l�i�l�!l l • � ®���11 11 il����l� iil�lElm EEC NO. MENE Ili EMENEMMM 1MMMMMMMMMMMMMEEMEME1■EEMl NNI■ �R��► �����i����lf����i�����i�l l��i��i�i���� 16���ii���i0ii�i�ii�i� ® ��I��ii�elia�����iii��� !'ir�l�ili�Y�B�'i��ii !@ii��i���ii�l������1�l�I�I■�1 l �l ii■ E�t��' ��I�i�i�i������1® �,' ���l► �l �l �i�itiii����l� l��ili�iili��ll0i�iil�lii� NMEMINE®lEMEME I �i��l�I���►'�i�®I�l��'f�ii M®! EMEillEENIM ME MEMEMENIE i��■ ���l �l �i��iil�il����ill�l ��®l 8�ii��l ��ll ii�i8�ii�� l�ii�����i�itli�'l�ii�l�ii�!!�i ar��■ Iii® i�l �i® ��iiill ®��1l1����i���i�i�i�����i ll�i�ii�'� ®��i�������� EMENNIM MEMO MENE Ili EMENEMMM 1MMMMMMMMMMMMMEEMEME1■EEMl NNI■ ® ��I��ii�elia�����iii��� !'ir�l�ili�Y�B�'i��ii !@ii��i���ii�l������1�l�I�I■�1 07 JUN 2012 14 32 R \R_ d -.YM5 - -4122 dy pl d dg 8, 3/99 IM Rim ���iill �I�l ��R�N!ll ������ii�i�ii�i�iiil ��i�®l ���I� l�!l�li�li�i'��i��i■��li��i!!�l ��Bil��i�ii�l ���8i�1 ��1��'l �I�l �l �il ��!l l�ii�i�il�■�iil����litliii�liii i��i��ii���iNl AMEMEMMEMEMEMENE��1�i�il��l �1�l i�l �l �l �►! ��i�!l rl ��l �l �i����l ��ll i���i l�i�l�l�i®�l�l���r��i�l��iil� SEA �MENEM NEEfi�l �i�8!! �l �l �i���lii��® �l ��l�i�i��8! ®l���Il��'�1��l�il�i i�mo mom MSl E�® ��l i���s!l �11 ���!l ��l ��l �i�ilii� l�l�ii��li��l����ii�ll�! Emmom MOMMEll�i NEE MEMEMEl ��!l �l ��ll ����i�1 �1�� 1i���i�il��l�����i�l�li�l�l� AMMEMMEM REMENEEMEMEMES NEEi�i��� MEM O��! I�����1��N�����������ii��l��i l�N�l�i���������1��� i NONE HEMENEEMEME E MUMEMEMOM EN MOMEMENil NNS��l���ii���ii�i�i���ii lN��il�i���i�i�li��l BEN ME on l � �i l�i�ill lii�l ii i�li 11 ��Ill�l� ■ I ill SEE MEl Nl ���1�1 ��N���l ��i�il ���� 1�1�!l�8l�i�l����l�����1�!!�!�! AM Emom MENEM �l �l �l ��l �����l � l�l�N�ll���l�i!!l�l��l�����i��� . AE