The URL can be used to link to this page

Home My WebLink About20121077 Ver 1_Application_201211271� L LV STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE GovERNOR November 15 2012 U S Army Corps of Engineers Regulatory Field Office 151 Patton Avenue Room 208 Asheville NC 28801 -5006 ATTN Ms Lori Beckwith NCDOT Coordinator /�D4, 2� EUGENE A CONTI'/JR SECRETARY a Q 1 2 1 0 7 7 Subject Application for Section 404 Regional General Permit 198200031 and Section 401 Water Quality Certification for the proposed replacement of Bridge No 27 over Rock Creek on US 64 in Transylvania County, Federal Aid Project No BRSTP 0064(99) Division 14 TIP No B 5010 $240 00 Debit Work Order WBS Element 41536 1 1 Dear Madam The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge No 27 over Rock Creek on US 64 with a 90 foot reinforced concrete box culvert There will be 140 linear feet of permanent impacts to surface waters which includes 50 feet of bank stabilization In addition 197 feet of temporary impacts to surface waters will result from dewatering during culvert installation and fill from the construction of the onsite detour Please see enclosed copies of the Pre Construction Notification (PCN) North Carolina Wildlife Resource Commission Letter and email correspondence, EEP Acceptance Letter stormwater management plan, permit drawings, and design plans for the above referenced project The Categorical Exclusion (CE) was completed in February 2012 and was 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 t 11 Correspondence from the North Carolina Wildlife Resources Commission ( NCWRC) dated February 11 2008 states that a trout moratorium extending from October 15 to April 15 will be instituted for the project By copy of this letter and attachment NCDOT herby requests NCWRC review and forward for any updated comments for this project to the Army Corps of Engineers and the NCDOT within 30 calendar days of receipt of this application This project calls for a letting date of April 16, 2013 and a review date of February 26 2013 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/permrt html If you have any questions or need additional information, please a mail Jeff Hemphill at jhemphill @ncdot gov Sincerely flt Gregory J Thorpe PhD, Manager Project Development & Environmental Analysis Unit Cc NCDOT Permit Application Standard Distribution List File 4 Oao� W A TF9QG �? r O � Office Use Only Corps action ID no DWQ project no Form Version 1 3 Dec 10 2008 Pre - Construction Notification (PCN) Form A Applicant Information 1 Processing la Type(s) of approval sought from the Corps ®Section 404 Permit El 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 Corpse ❑ 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 #27 over Rock Creek on US 64 2b County Transylvania 2c Nearest municipality / town Sapphire 2d Subdivision name not applicable 2e NCDOT only T I P or state project no B 5010 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 i f applicable) not applicable 3d Street address 1598 Mad Service Center 3e City state zip Raleigh NC 27699 1598 3f Telephone no (919) 707 6126 3g Fax no (919) 212 5785 3h Email address lhemphdl @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 1a Property identification no (tax PIN or parcel ID) not applicable 1 b Site coordinates (in decimal degrees) Latitude 35 1119 Longitude 82 9898 (DD DDDDDD) ( DD DDDDDD) 1 c Property size 1 13 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to proposed project Rock Creek 2b Water Quality Classification of nearest receiving water C Tr 2c River basin Savannah 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 Rural residential /Golf Course Community 3b List the total estimated acreage of all existing wetlands on the property 0 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 190 3d Explain the purpose of the proposed project To replace a structurally deficient (and/ or) functionally obsolete bridge 3e Describe the overall project in detail including the type of equipment to be used The project involves replacing a 33 foot single span bridge with a 90 foot RCBC 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 paste Comments ❑ Yes ® No ❑ Unknown 4b If the Corps made the jurisdictional determination what type of determination was made? ❑ Preliminary ❑ Final 4c If yes who delineated the jurisdictional areas? Name (if known) Agency /Consultant Company Other 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation 5 Project History 5a Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ® No ❑ Unknown 5b If yes explain in detail according to help file instructions 6 Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes explain C Proposed Impacts Inventory 1 Impacts Summary la Which sections were completed below for your project (check all that apply) ❑ Wetlands ® Streams tributaries ❑ Buffers ® Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site then complete this question for each wetland area impacted 2a 2b 2c 2d 2e 2f Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps 404 10 Area of impact Permanent (P) or (if known) DWQ —non 404 other) (acres) Temporary T Site 1 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ Site 2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g Total wetland impacts 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)7 DWQ — non 404 (feet) other) Site 1 ® P ❑ T Fill Rock Creek ® PER ❑ INT ® Corps ❑ DWQ 15 90 Site 2 ® P ❑ T Bank Stabilization Rock Creek ® PER ❑ INT ® Corps ❑ DWQ 15 50 Site 3 ❑ P ® T Fill /Dewatenng Rock Creek ® PER ❑ INT ® Corps ❑ DWQ 15 197 Site 4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6 ❑ P ❑ T ❑ PER ❑ Corps [:11 NT ❑ DWQ 3h Total stream and tributary impacts 140 Perm 197 Temp 31 Comments 4 Open Water Impacts If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of the U S then indiv ually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary 01 ❑ P ®T Fill Pond 007 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 0 Total open water impacts 0 Permanent 0 07 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 Excavat Flooded Filled ed 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) r5k 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 number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporary T required? 131 ❑P ❑T El Yes ❑ No B2 ❑P ❑T El Yes ❑ No B3 ❑P ❑T El Yes ❑ 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 Onsite detour routed to the north to minimize project footprint roadway grade maintained to minimize project footprint and retaining walls utilized to limit cuts and disturbed areas lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques The North Carolina Wildlife Resource Commission (WRC) issued a Trout Moratorium on February 11 2008 for in stream construction covering the trout spawning period from October 15 to April 15 The North Carolina Division of Water Quality (NCDWQ) has designated Rock Creek as trout waters therefore Design Standards in Sensitive Watersheds will be implemented for this project Alternating baffles will be installed inside the culvert to maintain the natural width of the stream 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for impacts to Waters of the U S or Waters of the State ® Yes ❑ No If no explain 2b If yes mitigation is required by (check all that apply) ❑ DWQ ® Corps 2c If yes which mitigat ion option will be used for this project? ❑ Mitigation bank ®Payment to in lieu fee program ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank 3a Name of Mitigation Bank not applicable 3b Credits Purchased (attach receipt and letter) Type Quantity 3c Comments 4 Complete if Making a Payment to In lieu Fee Program 4a Approval letter from in lieu fee program is attached ❑ Yes 4b Stream mitigation requested 90 linear feet 4c If using stream mitigation stream temperature ❑ warm ❑ cool ®cold 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5 Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan 6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required 6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank permittee responsible riparian buffer restoration payment into an approved in lieu fee fund) 6h Comments E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan 1a Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules? 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) ❑ 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 N/A 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A 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)*? 1 c If you answered yes to the above has the document review been finalized by the State Clearing House? (If so attach a copy of the NEPA or SEPA final approval ®Yes ❑ No letter) Comments 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 213 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 10 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 ind icate 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'? NCDOT field surveys for Virginia spiraea and mountain sweet pitcher plant 6/24/09 & 5/21/12 found no specimens A survey for small whorled pogonia on 8/14/07 found no specimens (with final design no longer any pogonia habitat in project footprint) and a review of the North Carolina Natural Heritage database on 9/11/12 determined No Effect 6 Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitats ❑ Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7 Historic or Prehistoric Cultural Resources (Corps Requirement) 7a Will this project occur in or near an area that the state federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ® No status (e g National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b What data sources did you use to determine whether your site would impact historic or archeological resources? NEPA Documentation 8 Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA designated 100 year floodplain? ® Yes ❑ No 8b If yes explain how project meets FEMA requirements NCDOT Hydraulics Unit coordination with FEMA 8c What source(s) did you use to make the floodplain determination? FEMA Maps � 4ic— H (G Z Dr Gregry J Thorpe, PhD Date Applicant/Agent s Printed Name App,licarWAgent s Signature (Agent s signature is valid only if an authorization letter from the applicant is provided 11 ® North Carolina Wildlife Resources Commission TO Carla Dagnino, Project Management, Western Region, NEU Project Development and Environmental Analysis, NCDOT FROM Marla Chambers Western NCDOT Permit Coordinator %ajo- eta m&L), Habitat Conservation Program, NCWRC DATE February 11 2008 SUBJECT Scoping review of NCDOT s proposed bridge replacement projects in Buncombe, Clay Henderson, Madison, Mitchell, Surry, Transylvania, Watauga and Yancey Counties TIP Nos B -4715, B -4733, B -4547, B -4987 B -4988, B -4984 B -4581 B -4820, B 4989, B -5010, B 4668 B -4687, B -4851 North Carolina Department of Transportation ( NCDOT) has requested comments from the North Carolina Wildlife Resources Commission (NCWRC) regarding impacts to fish and wildlife resources resulting from the subject projects Staff biologists have reviewed the information provided The following preliminary comments are provided in accordance with the provisions of the National Environmental Policy Act (42 U S C 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat 401, as amended, 16 U S C 661 667d) Our standard recommendations for bridge replacement projects of this scope are as follows We generally prefer spanning structures Spanning structures usually do not require work within the stream and do not require stream channel realignment The horizontal and vertical clearances provided by bridges allows for human and wildlife passage beneath the structure, does not block fish passage and does not block navigation by canoeists and boaters 2 Bridge deck drains should not discharge directly into the stream Live concrete should not be allowed to contact the water in or entering into the stream Mailing Address Division of Inland Fisheries 1721 Mail Service Center Raleigh NC 27699 1721 Telephone (919) 707 -0220 Fax (919) 707 -0028 Budge Scopmgs 2 February 11 2008 4 If possible, bridge supports (bents) should not be placed in the stream If temporary access roads or detours are constructed they should be removed back to original ground elevations immediately upon the completion of the project Disturbed areas should be seeded or mulched to stabilize the soil and native tree species should be planted with a spacing of not more than 10 x10 If possible, when using temporary structures the area should be cleared but not grubbed Clearing the area with chain saws mowers, bush -hogs or other mechanized equipment and leaving the stumps and root mat intact, allows the area to revegetate naturally and minimizes disturbed soil 6 A clear bank (nprap free) area of at least 10 feet should remain on each side of the stream underneath the bridge 7 In trout waters the N C Wildlife Resources Commission reviews all U S Army Corps of Engineers nationwide and general 404 permits We have the option of requesting additional measures to protect trout and trout habitat and we can recommend that the project require an individual 404 permit S In streams that contain threatened or endangered species Mr Logan Williams with the NCDOT ONE should be notified Special measures to protect these sensitive species may be required NCDOT should also contact the U S Fish and Wildlife Service for information on requirements of the Endangered Species Act as it relates to the project 9 In streams that are used by anadromous fish the NCDOT official policy entitled Stream Crossing Guidelines for Anadromous Fish Passage (May 12, 1997)' should be followed 10 In areas with significant fisheries for sunfish seasonal exclusions may also be recommended 11 Sedimentation and erosion control measures sufficient to protect aquatic resources must be implemented prior to any ground disturbing activities Structures should be maintained regularly especially following rainfall events 12 Temporary or permanent herbaceous vegetation should be planted on all bare soil within 15 days of ground disturbing activities to provide long -term erosion control 13 All work in or adjacent to stream waters should be conducted in a dry work area Sandbags, rock berms cofferdams, or other diversion structures should be used where possible to prevent excavation in flowing water 14 Heavy equipment should be operated from the bank rather than in stream channels in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into streams Bndge Scopmgs February 11 2008 15 Only clean, sediment free rock should be used as temporary fill (causeways), and should be removed without excessive disturbance of the natural stream bottom when construction is completed 16 During subsurface investigations, equipment should be inspected dally and maintained to prevent contamination of surface waters from leaking fuels lubricants, hydraulic fluids or other toxic materials 17 If culvert installation is being considered, conduct subsurface investigations prior to structure design to determine design options and constraints and to ensure that wildlife passage issues are addressed used If corrugated metal pipe arches reinforced concrete pipes or concrete box culverts are The culvert must be designed to allow for aquatic life and fish passage Generally, the culvert or pipe invert should be burled at least 1 foot below the natural streambed (measured from the natural thalweg depth) If multiple barrels are required barrels other than the base flow barrel(s) should be placed on or near stream bankfull or floodplain bench elevation (similar to Lyonsfield design) These should be reconnected to floodplaln benches as appropriate This may be accomplished by utilizing sills on the upstream end to restrict or divert flow to the base flow barrel(s) Silled barrels should be filled with sediment so as not to cause noxious or mosquito breeding conditions Sufficient water depth should be provided in the base flow barrel during low flows to accommodate fish movement If culverts are longer than 40 -50 linear feet, alternating or notched baffles should be installed in a manner that mimics existing stream pattern This should enhance aquatic life passage 1) by depositing sediments in the barrel 2) by maintaining channel depth and flow regimes and 3) by providing resting places for fish and other aquatic organisms In essence the base flow barrel(s) should provide a continuum of water depth and channel width without substantial modifications of velocity 2 If multiple pipes or cells are used at least one pipe or box should be designed to remain dry during normal flows to allow for wildlife passage 3 Culverts or pipes should be situated along the existing channel alignment whenever possible to avoid channel realignment Widening the stream channel must be avoided Stream channel widening at the inlet or outlet end of structures typically decreases water velocity causing sediment deposition that requires increased maintenance and disrupts aquatic life passage 4 Rlprap should not be placed in the active thalweg channel or placed In the streambed in a manner that precludes aquatic life passage Bloengineenng boulders or structures should be professionally designed, sized and installed Bndge Scopings February 11 2008 In most cases, we prefer the replacement of the existing structure at the same location with road closure If road closure is not feasible a temporary detour should be designed and located to avoid wetland impacts minimize the need for clearing and to avoid destabilizing stream banks If the structure will be on a new alignment the old structure should be removed and the approach fills removed from the 100 year floodplain Approach fills should be removed down to the natural ground elevation The area should be stabilized with grass and planted with native tree species Tall fescue should not be used in riparian areas If the area that is reclaimed was previously wetlands, NCDOT should restore the area to wetlands If successful the site may be used as wetland mitigation for the subject project or other projects in the watershed Project specific comments 1 B 4715, Buncombe Co , Bridge No 655 over Broad River on SR 2797 (Rock Creek Rd) Broad River, Class C Trout waters, is expected to support rainbow trout A moratorium prohibiting in stream work and land disturbance within the 25 -foot trout buffer is recommended from January 1 April 15 to protect the egg and fry stages of rainbow trout Sediment and erosion control measures should adhere to the design standards for sensitive watersheds 2 B 4733, Clay Co , Bridge No 11 over Chatuge Lake on NC 175 Chatuge Lake Class C Trout is not expected to have reproducing trout The hellbender (Cryptobranchus alleganiensts) Federal Species of Concern (FSC) and state Special Concern (SC) has been observed at the project site Sediment and erosion control should be well maintained No additional concerns are indicated at this time Standard recommendations should apply 3 B 4547, Henderson Co , Bridge No 45 over Devil Forks Creek on SR 1525 (Dana Rd) No special concerns are indicated at this time Standard recommendations should apply 4 B 4987 Henderson Co, Bridge No 35 over Clear Creek on SR 1572 (Apple Valley Rd ) Clear Creek is classified B Trout waters, however it is also on the 303(d) list of impaired waters The stream is designated Hatchery Supported Designated Public Mountain Trout Water from the subject bridge upstream and the blotched chub (Erimystax insiginis), FSC and state Significantly Rare (SR) occurs downstream A moratorium prohibiting in -stream work and land disturbance within the 25 foot trout buffer is recommended from January 1- April 15 to protect the egg and fry stages of rainbow trout Sediment and erosion control measures should adhere to the design standards for sensitive watersheds Public access should be coordinated for this site according to NCDOT guidelines and agreements with NCWRC 5 B 4988 Henderson Co Bridge No 309 over Featherstone Creek on SR 1528 Featherstone Creek Class C waters may support rainbow trout however we will not request a moratorium at this time If trout are confirmed to be in the area prior to project construction the rainbow trout moratorium may be requested 6 B 4984, Madison Co , Bridge No 138 over Big Pine Creek on SR 1151 (Big Pine Rd ?) Big Pine Creek, Class C waters, is Hatchery Supported Designated Public Mountain Trout Water, however significant trout reproduction is not expected this close to the confluence with the French Broad River Logperch (Percina caprodes), state Threatened (T), have been observed at this confluence and the olive darter (Percina squamata), FSC and state SC, mountain madtom (Noturus eleutherus), state SC, and blotched chub FSC and state SR, are found downstream in the French Broad River Stringent sedimentation and erosion control Bndge Scopmgs February 11 2008 must be well maintained Public access should be coordinated for this site according to NCDOT guidelines and agreements with NCWRC 7 B 4581, Mitchell Co Bridge No 57 over White Oak Creek on SR 1199 White Oak Creek Class C Trout waters, is not expected to have significant trout reproduction, however it flows into Cane Creek, which is managed as Delayed Harvest Trout waters by NCWRC and supports the olive darter (Percina squamata) FSC and state SC The state and federally Endangered (E) Appalachian elktoe (Alasmcdonta ravenehana) inhabits North Toe River further downstream Stringent sedimentation and erosion control must be well maintained 8 B 4820 Surry/Yadkin Co , Bridge No 338 over the Yadkin River on SR 1420 and SR 1190 (Gwyn Street) The Yadkin River Class C waters, supports good numbers of spotted bass and smallmouth bass in the area Stringent sediment and erosion control should be well maintained No additional concerns are indicated at this time Standard recommendations should apply 9 B 4989, Transylvania Co Bridge No 148 over Lamance Creek on SR 1326 Lamance Creek Class C Trout waters is located in the Nantahala National Forest Game Land and is classified Wild Trout Waters by NCWRC A moratorium prohibiting in stream work and land disturbance within the 25 foot trout buffer is recommended from October 15 to April 15 Sediment and erosion control measures should adhere to the design standards for sensitive watersheds Public access should be coordinated for this site according to NCDOT guidelines and agreements with NCWRC 10 B -5010, Transylvania Co , Bridge No 27 over Rock Creek on US 64 Rock Creek Class C Trout waters supports brown trout in the project area Oconee stream crayfish (Cambarus chaugaensis), state SC, bog turtle (Glyptemys muhlenbergn), state T and federal T due to Similarity of Appearance and green salamander (aneides aeneus), FSC and state E, are found nearby A moratorium prohibiting in- stream work and land disturbance within the 25- foot trout buffer is recommended from October 15 to April 15 Sediment and erosion control measures should adhere to the design standards for sensitive watersheds 11 B 4668, Watauga Co , Bridge No 29 over Cove Creek on US 321 Cove Creek, Class C waters supports trout in the vicinity and downstream in the Watauga River Class B Trout HQW waters The green floater (Lasmigona subviridus), FSC and state E and hellbender (Cryptobranchus alleganiensis) FSC and state SC, have been observed at the confluence A moratorium prohibiting in stream work and land disturbance within the 25 foot trout buffer is recommended from October 15 to April 15 Sediment and erosion control measures should adhere to the design standards for sensitive watersheds 12 B -4687 Yancey Co Bridge No 105 over Little Creek on SR 1411 Little Creek Class C Trout waters, supports rainbow trout in the project area and flows to the Cane River, also Class C Trout waters The Appalachian elktoe (Alasmcdonta ravenehana) federal and state E, sharphead d irtcr (Etheostoma acutcccps), FSC and suite T, and stonecat (Notul us /lac 11s) state E, occur in Cane River A moratorium prohibiting in stream work and land disturbance within the 25 foot trout buffer is recommended from January 1 April 15 to protect the egg and fry stages of rainbow trout Sediment and erosion control measures should adhere to the design standards for sensitive watersheds 13 B 4851, Yancey Co, Bridge No 31 over Brush Creek on SR 1308 Brush Creek, Class C Trout waters, is not expected to support reproducing trout in the project area It loins the North Toe River, Class C Trout waters, dust downstream, which is inhabited by the Appalachian elktoe (Alasmcdonta ravenehana), federal and state E, and wavy rayed Brdge Scopmgs February 11 2008 lampmussel (Lampsilis fasciola), state SC Sediment and erosion control measures should adhere to the design standards for sensitive watersheds We request that NCDOT routinely minimize adverse impacts to fish and wildlife resources in the vicinity of bridge replacements The NCDOT should install and maintain sedimentation control measures throughout the life of the project and prevent wet concrete from contacting water in or entering into these streams Replacement of bridges with spanning structures of some type, as opposed to pipe or box culverts is recommended in most cases Spanning structures allow wildlife passage along streambanks, reducing habitat fragmentation and vehicle related mortality at highway crossings If you need further assistance or information on NCWRC concerns regarding bridge replacements, please contact me at (704) 984 -1070 Thank you for the opportunity to review and comment on this project cc Brian Wrenn NCDWQ Marella Buncick USFWS Angie Rodgers, NCNHP Elizabeth Lusk, NCDOT September 25 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 5010 Replace Bridge Number 27 on US 64 over Rocky Creek Tiansylvania 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 infoi mation supplied by you on September 20 2012 the impacts are located in CU 03060101 of the Savannah River basin in the Southern Mountains (SM) Eco Region and areas follows Savannah Stream Wetlands Buffer (Sq Ft ) 03060101 Non Coastal SM 000arm Cold Cl W Riparian R Riparian Marsh Zone I Zone 2 Impacts 90 0 0 0 0 0 0 0 (feet /acres) This impact and associated mitigation need were under projected by the NCDO r in the 2012 impact data EEP will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F 3 c in of 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 Suzanne Klimek EEP Acting Dire or cc Ms Lori Beckwith USACE — Asheville Regulatory Field Office Ms Amy Chapman Division of Water Quality Wetlands /401 Unit File B 5010 kmtoraty Lfitkawagg Note" Our -(tag e�� NCDETIR North Carolina Ecosystem Enhancement Program 1652 Mad Service Center Raleigh NC 27699 1652 / 919 715 0476 / www nceep net STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F EASLEY GOVERNOR MEMORANDUM TO FROM A- _ oty January 13, 2012 File Paul F Fisher, P E Hydraulics Unit Stormwater Management Plan B -5010 Transylvania County LYNDO TIPPETT SECRETARY This project will replace bridge #27 over Rock Creek in Transylvania County The following items were incorporated into the Hydraulic design of this project for stormwater quality considerations m Do not discharge stormwater directly into surface waters • On -Site Detour to north to minimize footprint • Use retaining walls to minimize cuts and disturbed area e Hold existing Roadway grade to minimize project footprint PFF MAILING ADDRESS NC DEPARTMENT OF TRANSPORTATION HYDRAULICS UNIT 1590 MAIL SERVICE CENTER RALEIGH NC 27699 1590 TELEPHONE 919 2504100 FAX 919 2504108 WEBSITE WWW DOH DOT STATE NC US LOCATION CENTURY CENTER COMPLEX BUILDING B 1020 BIRCH RIDGE DRIVE RALEIGH NC r $$$$$$SYSTIME$$$$$ $$$$ $$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$ $$$$USERNAME$$$$III I (CON' 1 &a �L � kJ A y m r � O� m C1 `^ O m Z CA N D� O -1 y ? v0 I m b l v o Z 0 0 3 N 0 vl vooy� Z �D < W -� v < u -' m O r- O Z+ Lh O o m N+ o I N o F IM m n r = O 2MR � o 0 Z 0 Z CAP � 0 ° � � ! � N = N 0 O W O y m r � O� m C1 `^ O m Z CA N D� O -1 y ? v0 cf) Z CD 0 F ro sr a� �z z �c �ro r xz W TIP PROJECT: 5010 bo y • N" 0 0 0 O O ♦ g �P all d6 ` ♦ 0 '0 m 4 m IN—,- ill , O i m ' n �°z a a n N r� n 0 x Ln 2 Ln D 0 a CD 13 A q L Ed D TUl �,, - O o� Aa a r m b l v o Z A C 3 N -N+ vl vooy� Z �D < W -� v < u -' m O r- Q II II II II II II v C p m 0 N aLh J a A �a ? IM y �a°�1.P- ° jO � ! D O N = r W � O p C o Z -� v O D In IM y �0 �Oi --1 N cf) Z CD 0 F ro sr a� �z z �c �ro r xz W TIP PROJECT: 5010 bo y • N" 0 0 0 O O ♦ g �P all d6 ` ♦ 0 '0 m 4 m IN—,- ill , O i m ' n �°z a a n N r� n 0 x Ln 2 Ln D 0 a CD 13 A q L Ed D TUl �,, - O o� Aa a r = b IM C za Z ;a Q = v N � m o In b y �0 �Oi --1 O y ? Q p� x xi Yy m I� r) i � MI m n � 0 � O II O �o W O 3 1°o - W 3 cf) Z CD 0 F ro sr a� �z z �c �ro r xz W TIP PROJECT: 5010 bo y • N" 0 0 0 O O ♦ g �P all d6 ` ♦ 0 '0 m 4 m IN—,- ill , O i m ' n �°z a a n N r� n 0 x Ln 2 Ln D 0 a CD 13 A q L Ed D TUl �,, - O o� Aa a � b C za h Q p N � m b y �0 �Oi ? Q p� x xi Yy Zi n a m � MI m cf) Z CD 0 F ro sr a� �z z �c �ro r xz W TIP PROJECT: 5010 bo y • N" 0 0 0 O O ♦ g �P all d6 ` ♦ 0 '0 m 4 m IN—,- ill , O i m ' n �°z a a n N r� n 0 x Ln 2 Ln D 0 a CD 13 A q L Ed D TUl �,, - O o� Aa a � b C za h Q z � cf) Z CD 0 F ro sr a� �z z �c �ro r xz W TIP PROJECT: 5010 bo y • N" 0 0 0 O O ♦ g �P all d6 ` ♦ 0 '0 m 4 m IN—,- ill , O i m ' n �°z a a n N r� n 0 x Ln 2 Ln D 0 a CD 13 A q L Ed D TUl �,, - O o� Aa a IIt11$iI��"� NUMN$ Isssssssssssss i J ry II Sr s3 TZ °p, 4 ® I I v Is- ti os // a / r � � 1 F o n IV 01,01- s T N N O \ a m \ lS \ I O � � Fle O \ O O c ono vZ AZ mo �m nm Nye MCA O ,m a= C a M, wo z� mm N I rn< z M M J w0 G I A n K REVISIONS o� ¢� // / / R - 5 / Ile J !4 Z cn S 0 D ` / � 1 � � Q Z a O� m o w z Z Z m A�NO� M z z O O v+ o N O O v Z z O rI 1 I J �I ssssasaasassa I �p� \N M 11\� \y,�� .\ i REVISIONS =s" v®r�', ' A 4� C s € mM Iv gee / Ide o, H m M" + x� o + is y Fa mm cin + � i o I \ � II I I \ °o \ o co sm ro z mums N O �y [3 Ni y3> Cy mD AO A� y u, n� m� Z I d m I A 8 D C) OD Z -, n Ammamm—EAC) �v N O O J Nr yN 'o +OOOs 1111 I � r b m� pl Af! < s Z n z . Ne�.......v \N M 11\� \y,�� .\ i REVISIONS =s" v®r�', ' A 4� C s € mM Iv gee / Ide o, H m M" + x� o + is y Fa mm cin + � i o I \ � II I I \ °o \ o co sm ro z mums N O �y [3 Ni y3> Cy mD AO A� y u, n� m� Z I d m I A 8 D C) OD Z -, n Ammamm—EAC) �v N O O J Nr yN 'o +OOOs 1111 I � r b m� pl Af! < s Z n z n °o m O O i ' E 1 i 6$OGN U sssS$3S$SSSSS ;c 1 � I E I � I y0 I I sr TL _ do m I cr) �)� ds � y o I m d _ Pa i M C � O i n Z M (� O O ��.ji� aim Mm E a V NN mcn i Zm D3 s cn K 4 ?// c -v m D nO �� n D V) CD z C) z o M .� z WZ ®NOS m o � o a X 0 1p o_ 9H O fl QCN s O REMOM st N 4� (n H \ 4�1 m N O C-) n r m I� 0 0 0 q� a 0 B o i � z i p m q� a 0 co "V :r CD by om isssssscssesssss III 1111 I II III II II III II lu III III ill I III IV I III IJ 11 SCgyLL S 3 � III eo is ill m 95 qU r i I� 9f w � I co 0 r II + N� f O a g I °° II u I II c z Ilgm i u 0 bO�tii �1wAml _ � � 1 v j1d n I I � ,0 �0 (� ro ; �mi'v I I ry `Sf sf m m \ n s op W-Wil 23 s 39 37,9 m r N N Z n REVISIONS n 8/17/99 S O Gif" C � GjS' C 0 0 N !s co / S�+ 1+11 1 / 00 / / O / / O / O / /+ /// / st � o � y / O g S O tl ro A W °o mC) d O rn��I�oDb u II n II Ills O D sr. o N rnQa N y �NL4 �Ct2 W O , 2° m n° lti O + t` t11VO n N z ° 2 \ r S I rn � � \ N oy9 Ln z °d4v �n u it 'I it u to It go. r on J �mLA � v I Lc,. X11 —oD� n »ads I ° �7o I 52 N m ��S W131No Cr) ILO Ln + N + � I Z !Zw +pW I n 11� SJ \ Mp�S it IIA l Jvp y I Is S - O S II 3p m � �2 00 z ° N a �mv C Nyak'Sry>f \ r S I rn � � \ N oy9 Z n r0 tr v°° °`�s f+mmmxA + N osr mnF I r on J �mLA � v I Lc,. P � � n »ads I ° �7o I 52 N m ��S I Cr) ILO S + N + � I Z !Zw +pW I n 11� SJ \ in A f \ b O I Is S \ O S II 3p B I0� M �JS. Sy c. I m N� cA II B °vr � mun' r �0, V \ A + Wa V \ co II Sp I I \ n I V II I � 69 r II II NAD 8y II III II III I I I I II II I II I 111 II II NSRS 2007 Wp�RO Z 4 4bj I-1 e< e Fe F` S �q 9 ?g96FT86` O S 1 -15� M � � 519 1 �mzc+ mwmx a �„nmm HN ^N 0 Lit bi 0 1h S N O O tr 'O O 8 4 M >b a ma NSSS*$$SSSSSSSS$$ 0� CO_�N + r + + 0 � i I n4o -v I n If�l off' I o 1 S 19 + J�p S y 11� od 4 I I � �mc °n I I s '\—sr Q sr cl � N A K a M i ice/ Is bt o "Z \R m " rm 7b � � s • nmo {, W r A m � waN m � n m � V OO} f14 V S 1pP W ' � O T In v 'A Ipq � I g 0) � N i y y 11 tr rl % OF "'a REVISIONS N Samm � 1 co N Ro i A /99 IX / m / 4 S+ / O / O / O / Z/ O ' O X / o m / DZ � � I I 0 I y i as o Se O No go :1D oD- II 11 11 II IWI � -- XLn V VN -0 °i m �a S m�- 11-oD� -- 1 h II II 11 11 11 4 °NIN=°o �I J Pep 0 ° �wm° o I 9ej rr 0 U) CA Ol L� to A rrn � a � a r1a i N II y \ SAM r A LLA V to ms n K N o 3 \ \ \ ! 95g946,�c9 T`t c m S =p m 6 6 O N a W I ENV on V � 7 uj I W� =r a SfS�JJ �mv \ 4f1 n \ — I v m SOS N �.r 7yJ9?r I 'BB y I � NNU2 1�I w a NU,N y \ s O A IIII \ II I S JOSJ I \ II I NAD I83� NSRS' 2007 ,II I I I I I \ s is S SIAM _ c Ir Q1 r m a a� co tP v z f'1 i s s 5 ��9 4 nm=n "m �N rn�y�oD� p 11 11 11 11 Ln 'O 11 N4IIVNN� rn d4uv'i�w 0 v r- LN � $� rz II 11 II 11 II ii bl rn vVrVOiN O In rn :ID --i v L4 5 In 4 On r\) 4 tO r dot -4 LQNl,Lnn -D m �� 2 ty)Ln� In y - Ir-oD� 11 U) Ln i„I�No N so,-.I+ 4V�N a N 0 N In V bD 4� 61/ I t` N O + O O -'I J_ Cam\ J \ fp O w 8z < m ~ 30 Aa 1 z� z O M r 8� Z X� A`� 7 'A Ipq � \Po I O y y 11 o �ln;�N CK) mbgAFO�° R rN �. .�• �p�n Ln A 0�1 Pn GZ LA ` m (i "Si mzo�o n°m Zmq TZ� V1 In O Q �ln N rn A�OL,+ O Nmm 40o°Ou c s O (,.J Wj m 01 � N ND d iJ + O + IN (Q^V i O r N V) :1D oD- II 11 11 II IWI � -- XLn V VN -0 °i m �a S m�- 11-oD� -- 1 h II II 11 11 11 4 °NIN=°o �I J Pep 0 ° �wm° o I 9ej rr 0 U) CA Ol L� to A rrn � a � a r1a i N II y \ SAM r A LLA V to ms n K N o 3 \ \ \ ! 95g946,�c9 T`t c m S =p m 6 6 O N a W I ENV on V � 7 uj I W� =r a SfS�JJ �mv \ 4f1 n \ — I v m SOS N �.r 7yJ9?r I 'BB y I � NNU2 1�I w a NU,N y \ s O A IIII \ II I S JOSJ I \ II I NAD I83� NSRS' 2007 ,II I I I I I \ s is S SIAM _ c Ir Q1 r m a a� co tP v z f'1 i s s 5 ��9 4 nm=n "m �N rn�y�oD� p 11 11 11 11 Ln 'O 11 N4IIVNN� rn d4uv'i�w 0 v r- LN � $� rz II 11 II 11 II ii bl rn vVrVOiN O In rn :ID --i v L4 5 In 4 On r\) 4 tO r dot -4 LQNl,Lnn -D m �� 2 ty)Ln� In y - Ir-oD� 11 U) Ln i„I�No N so,-.I+ 4V�N a N 0 N In V bD 4� 61/ I t` N O + O O -'I J_ Cam\ J \ fp O w 8z < m ~ 30 Aa 1 z� z O M r 8� Z X� A`� 7 $$$$SYSTIME$$$$$ i $$ $$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$ $$USERNAME$$$$ CONTRACT: M 0 ul I J.- %.N 40 00 3 Co --. .^ -I W 141:01� v� b � � �e O A b I y mX p O N M b X 0 rZ 3 G7 n = n m `^ o nX m Z CA a w to y -� = z z Ov r V) � Q -V IN ° ` m 70 00 m v n a a � m IN INO D lb2J IJ Z m 2 w <- O< Itr m 0 r II II II III II II O Z C v m V icNi, la v, m C. A y ILn z �—B =� m D r I o X y r 0D � m v I Z -� 0 O -i ^r' z > m r = N m = v g X o o X O y M 0 ul I J.- %.N 40 00 3 Co --. .^ -I W 141:01� 8 3 a^ �> Z m � � y I bh �o y� b� tr9 0 n U., 'y + I V O O O J TIP -PROJECT.- B -5010 _ C _ m v� b � � �e O C y b '�►�% y A� 0 O to a w � Q ° � C4, O y n m 8 3 a^ �> Z m � � y I bh �o y� b� tr9 0 n U., 'y + I V O O O J TIP -PROJECT.- B -5010 _ C _ m v� b � � �e O C y b '�►�% M 8 3 a^ �> Z m � � y I bh �o y� b� tr9 0 n U., 'y + I V O O O J TIP -PROJECT.- B -5010 _ C _ m ..■III i i - � � �b bl + LL NAD 83/ NSRS 2007 b �7 0 C � b y � Z I►� b z C b y O � C h - ,c° v� vJ O '�►�% 0 O ..■III i i - � � �b bl + LL NAD 83/ NSRS 2007 b �7 0 C � b y � Z I►� b z C b y O � C h - ,c° v� s '�►�% H Y O � I n ° CL I D y O O O z F�.V a a C) 0 z 9 �I Z W I Cln � S c] U1 101 1� orfeei _,C9 — NOTES -- - TERbkL 1S_OC ND -PLACE C"N-IRC — — LDERS --REr, BED- V- SOME - -S klN , ---T = -- _ - - -_- _ r- - — N- CUL- VER-T- S B F- RAP - -- I - ' --SILLS D,- BAfFLE O -- BE-1 PA RATELY -A h I D- ATTACHE I T ! D0W LS �- E--ONT- DAY OFr SURVIE1F - AS�97 -5-5= (620120111 — - -ROAD AY -FILE SL PES-ARC?- ORS TO ENTERU �- ,-- -r--�- P�OJECi' -CO LIE FLOG PLAN GENT T-- - _THIS- ULATION _T, -- I I — — —�T — — - - - -- o� — SILL--_ — — — - -- — 2 ti — -- --- _— I — — — B.r.AFFLES —� — --- r — ZD' '�I TT - - - SE - OIN -AT ' AAAA -NU -_ jF ES-- `__?_ " -t_ I d I - _ - -_' - FOB I J— -r- -- - -- -- - - -- -- - -- -- -PIUAN -' -VIEW — �— -- -60X- - - - CULVER DETAIL -- (NOT TQ- - — ' - - - I orfeei _,C9 Permit Drawing ,|-4 of 7 E & � CD z U) E°° \kkk{ \ two£® E E;§ g e@ k « m CL E o o o r /3§£ƒ u LL EU)MM 0 2m( 0 0 � & « § c a cu 41 ;0 0 0 [�E ° v vCL @ / c \ ` \ § w CL = # �/ k�\ \\ § § § \ ; { § 3 � L 4 M a =2 / L�� Lo a) M b ! E N §� co -0 \] \ M 0 \0 L \ � \p ] } Permit Drawing ,|-4 of C