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Home My WebLink About20120277 Ver 1_Application_20120315t 4 STATE OF NORTH CAROLINA MqR I sZ Rs�yO'9�b gR�liry ��R DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE EUGENE A CONTI JR GOVERNOR SECRETARY March 2, 2012 North Carolina Division of Water Quality 1650 Mall Service Center Raleigh, NC 27699 1650 ATTN Mr Rob Ridings NCDOT Project Coordinator SUBJECT Application for Neuse Riparian Buffer Authorization for the proposed replacement of Bridge No 230 over the Poplar Creek on SR 2511 (Grasshopper Road) Wake County Division 5 F A Project No BRZ — 2511(1), T I P Project No B -4832 Dear Sir The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge No 230 over Poplar Creek on SR 2511 (Grasshopper Road) There will be no impacts to jurisdictional resources due to the replacement of the bridge Allowable impacts to the Neuse riparian buffers will result in 5 969 square feet of impact to the buffers, due to the road crossing and bridge No mitigation is proposed for these activities Utility relocations will be handled by the City of Raleigh and they will be getting the necessary permits for these activities This action was cleared by the U S Army Corps of Engineers Please see the enclosed copies of the Pre Construction Notification (PCN) stormwater management plan, buffer impact drawings, and roadway design plans for the subject project A Programmatic Categorical Exclusion (PCE) was completed for this project in December 2010 and distributed shortly after completion Additional copies are available upon request This protect 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 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 WEBS/TE WWW NCDOT ORG LOCATION 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 -4328 A copy of this notice will be posted on the NCDOT website at http //www ncdot org /doh/preconstruct/pe /neu/permit html If you have any questions or need additional information please contact Jason Dilday at either (919) 707 6111 or Ilddday@ncdot gov Sincerely, , 'IA4k C � Gregory J Thorpe PhD , Manager Project Development and Environmental Analysis Unit CC NCDOT Permit Application Standard Distribution List r Oao� W ATF9QG T. o -r 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 TEI Section 404 Permit ❑ Section 10 Permit 1 b Specify Nationwide Permit (NWP) number or General Permit (GP) number 1c Has the N WP or GP number been venfied by the Corps? \ ❑ Yes ® No 1 d Type(s) of approval sought from the DWQ (check all that apply) ❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization le Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ❑ Yes ® No For the record only for Corps Permit ❑ Yes ❑ No 1f Is payment into a mitigation bank or in lieu fee program proposed for mitigation of impacts? If so attach the acceptance letter from mitigation bank or in lieu fee program ❑ Yes ® No 1g Is the project located in any of NC s twenty coastal counties If yes answer 1 In 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 230 over Poplar Creek on SR 2511 (Grasshopper Road) 2b County Wake 2c Nearest municipality / town Shotwell 2d Subdivision name not applicable 2e NCDOT only T I P or state project no B-4832 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 (f or LLC if applicable) not applicable 3d Street address 1598 Mad Service Center 3e City state zip Raleigh NC 27699 1598 3f Telephone no (919) 707 6111 3g Fax no (919) 212 5785 3h Email address jIddday @ncdot gov 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other specify 4b Name not appbcable 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 appbcable 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 Latitude 35 738779 Longitude 78 470028 1 b Site coordinates (in decimal degrees) (DD DDDDDD) (DD DDDDDD) 1 c Property size 1 0 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to Poplar Creek proposed project 2b Water Quality Classification of nearest receiving water C NSW 2c River basin Neuse 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 SR 2511 is a rural local route Land use within the project vicinity consists of agriculture interspersed with residential development 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 200 3d Explain the purpose of the proposed project To replace a structurally deficient and functionally obsolete bridge 3e Describe the overall project in detail including the type of equipment to be used The project involves replacing a single span 55 foot bridge with a single span 72 foot box bridge on the existing alignment with an off 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 / ❑ Yes ® No ❑ Unknown project (including all prior phases) in the past? Comments 4b If the Corps made the jurisdictional determination what type ❑ preliminary ❑ Final of determination was made? 4c If yes who delineated the jurisdictional areas? Agency /Consultant Company Name (if known) Other 4d If yes list the dates of the Corps junsdictional determinations or State determinations and attach documentation 5 Project History 5a Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b If yes explain in detail according to help file instructions 6 Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes explain C Proposed Impacts Inventory 1 Impacts Summary la Which sections were completed below for your project (check all that apply) ❑ Wetlands ❑ Streams tributaries ® Buffers ❑ Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site then complete this question for each wetland area impacted 2a 2b 2c 2d 2e 2f Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps 404 10 Area of impact Permanent (P) or (if known) DWQ —non 404 other) (acres) Temporary ❑ Yes ❑ Corps Site 1 ❑ P ❑ T ❑ No ❑ DWQ ❑ Yes ❑ Corps Site 2 ❑ P ❑ T ❑ No ❑ DWQ ❑ 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 0 Permanent 0 Temporary 2h Comments There are no wetland impacts associated with this project 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) ❑ PER ❑ Corps Site 1 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 2 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 3 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 4 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 5 ❑ P ❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps Site 6 ❑ P ❑ T ❑ INT ❑ DWQ 3h Total stream and tributary impacts 31 Comments There are no stream impacts associated with this project 4 Open Water Impacts If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of the U S then individually list all open water impacts below 4a Open water impact number — Permanent (P) or Temporary 4b Name of waterbody (if applicable) 4c Type of impact 4d Waterbody type 4e Area of impact (acres) 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts 0 Permanent 0 Temporary 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed then complete the chart below 5a Pond ID number 5b Proposed use or purpose of pond 5c Wetland Impacts (acres) 5d Stream Impacts (feet) 5e Upland (acres) Flooded Filled Excavat ed Flooded Filled Excavated Flooded P1 P2 5f Tota I 5g Comments 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes permit ID no 51 Expected pond surface area (acres) 51 Size of pond watershed (acres) 5k Method of construction 6 Buffer Impacts (for DWQ) Impact Justification and Mitigation 1 Avoidance and Minimization 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 The proposed bridge is 17 feet longer than the existing bridge the replacement bridge will be a spanning structure the proposed bridge will be at approximately the same grade and alignment as the existing structure the new bridge will have no deck drains or direct discharge to Poplar Creek bridge deck drainage will be captured with a gutter system all 6a roadway drainage is by sheet flow discharge velocities are non erosive no impacts will occur to Poplar Creek An off ® Neuse ❑ Tar Pamlico ❑ Other Project is in which protected basin? ❑ Catawba ❑ Randleman existing bridge Best Management Practices for the Protection of Surface Waters will be employed Design Standards in 6b 6c 6d 6e 6f 6g Buffer impact impacts to Waters of the U S or Waters of the State? If no explain No impacts will occur to Poplar Creek or any number— Reason for impact If yes mitigation is required by (check all that apply) Buffer Zone 1 impact Zone 2 impact Permanent (P) or 2c Stream name mitigation (square feet) (square feet) Temporary required? 61 ®P ❑ T Bridge Impact Poplar Creek ®Nos 2679 B2 ®P ❑ T Road Crossing Impact Poplar Creek ® Yes s 1511 1779 El Yes B3 ❑P ❑T ❑ No 6h Total buffer impacts 4190 1779 61 Comments Buffer impacts will occur due to fill slopes and construction access D Impact Justification and Mitigation 1 Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project The proposed bridge is 17 feet longer than the existing bridge the replacement bridge will be a spanning structure the proposed bridge will be at approximately the same grade and alignment as the existing structure the new bridge will have no deck drains or direct discharge to Poplar Creek bridge deck drainage will be captured with a gutter system all roadway drainage is by sheet flow discharge velocities are non erosive no impacts will occur to Poplar Creek An off site detour will be used during construction lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques NCDOT Best Management Practices for Bridge Demolition and Removal will be implemented during the removal of the existing bridge Best Management Practices for the Protection of Surface Waters will be employed Design Standards in Sensitive Watersheds will be employed 2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State 2a Does the project require Compensatory Mitigation for ❑ Yes ® No impacts to Waters of the U S or Waters of the State? If no explain No impacts will occur to Poplar Creek or any other turisdictional resource 2b If yes mitigation is required by (check all that apply) ❑ DWQ ❑ Corps ❑ Mitigation bank 2c If yes which mitigat ion 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 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 npanan 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 15 6f Total buffer mitigation required 0 6g If buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank permittee responsible riparian buffer restoration payment into an approved in lieu fee fund) 6h Comments All buffer impacts are Allowable E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan la Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b If yes then is a diffuse flow plan included? If no explain why ® Yes ❑ No Comments See attached permit drawings 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? N/A 2b Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c If this project DOES NOT require a Stormwater Management Plan explain why 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan See attached permit drawings ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3 Certified Local Government Stormwater Review 3a In which local government s jurisdiction is this project? not applicable ❑ Phase II 3b Which of the following locally implemented stormwater management programs ❑ NSW ❑ 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 5b Have all of the 401 Unit submittal requirements been met? 0 Yes ❑ No F Supplementary Information 1 Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No use of public (federal /state) land? lb If you answered yes to the above does the project require preparation of an ® Yes ❑ No environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If you answered yes to the above has the document review been finalized by the State Clearing House? (If so attach a copy of the NEPA or SEPA final approval ®Yes El 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 2B 0200)? 2b Is this an after the fact permit application? ❑ Yes ® No 2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) 3 Cumulative Impacts (DWQ Requirement) 3a Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development which could impact nearby downstream water quality? ® No 3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy If you answered no provide a short narrative description Due to the minimal transportation impact resulting from this bridge replacement this project will neither influence nearby land uses nor stimulate growth Therefore a detailed indirect or cumulative effects study will not be necessary 4 Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from the proposed project or available capacity of the subject facility not applicable 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or ® Yes ❑ No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act ® Yes ❑ No impacts? ® Raleigh 5c If yes 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? N C Natural Heritage Heritage Program database USFWS Raleigh Field Office website biological surveys for protected species listed for Wake County which include red cockaded woodpecker Michaux s sumac and dwarf wedgemussel All species received a Biological Conclusion of No Effect No habitat is present in the study area for red cockaded woodpecker or dwarf wedgemussel Habitat is present for Michaux s sumac but surveys conducted of the study area resulted in no specimens being found 6 Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish 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 Dr Gregory J Thorpe, PhD Date Applicant/Agents Printed Name AppliVahttments Signature (Agents signature is valid only if an authorization letter from the applicant is provided 10 STORMWATER MANAGEMENT PLAN Project 38602 1 1 TIP No B 4832 County Wake Date 01/27/12 Hydraulics Project Manager Andrew Nottingham, PE (NCDOT Hydraulics Unit) ROADWAY DESCRIPTION Project B 4832 consists of replacing bridge number 230 in Wake County The proposed 70' long bridge will replace an existing 55' long bridge The bridge will be constructed in the same location and at approximately the same grade as the existing bridge The existing paved roadway is 20' wide, and the proposed paved roadway will be 22 wide with 4' paved shoulders in front of the guardrail locations Minor reshaping of the roadway shoulders and fill slopes will be required The total project length is 345 feet (0 065 mile) ENVIRONMENTAL DESCRIPTION The project is located within the Neuse River Basin Poplar Branch has a stream classification of C NSW The existing stream banks are stable with vegetation and have adequate floodplain relief The surrounding land is generally wooded and rural Wetlands located in the northwest quadrant of the bridge will not be impacted by the project The proposed bridge elements will span the stream and cause no stream impacts BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES • The proposed bridge will have no deck drains or direct discharge to Poplar Creek • Proposed roadway work is only the minimum required for adequate tie in to the existing road • Other than capturing the bridge deck drainage with a gutter system, all roadway drainage is by sheet flow • Discharge velocities are non erosive i n D D r r r r O o ::E: :E: D D r r m m 3 3 D D n (� LO N N O O Z Z m m N s D z In D � r n I I � 0 N y� a n y ! 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W IL d d o`. d d d d I w_ .00a�o�o ®e�0 I W u a s -0 u CIL D C ° c 0 0 c k J b h OI m° � C O al o 0 O N p O D S In 3 +a N C LO E ° O 3 0 _u o 3 3 E O W O C O r* C C d d 3 r= ° `ai a a- -°° u W ~ O ~ O C U— —_ —_ —_ _ a $� ° C c III ' I ' I ' i 1 � I I I I I I I I 1 * W W W D .y.. r O _ a o p u ° U O D U y U p U o = c s c s a 0 m 0 o a 0 a 0 d m m 0 a —oo C 0 0 �_ W C s 1 l �"' U ~ �"' ~ W EL C CL —m I d U r W ~ O O O o CL .° p O O O pO O O O O O C O C C d a a m m o m tS9 pu tJW- n� 1-m 1-m H Fo- J oG gi C n°e t7 I I II I I I w o `o `c y a O U — Q W a o a O 'D C7 o 0 0 0 3 O D o o o lr .n If C O° in H U c� C7 o U i, ae �. 0 2 _pc p N O a c c a o o a c o O C „ o i > O O fi > y m v a O O _ ( N N = W d IL. W d d d X u I i O� o oN II a o p N ` ; .UY u p Z' 0 m C Q o Q o r-� o "°° E c Q S 4 F- p 'L p E c ° E C m Y E c C Z c J C m -a 0 `O ° O C d O j V y Cg a U > c ° U m of C . 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C c I I o m _ E m m L W O E US E c L c p o o c E t L a O W W \ O p C C r e- -e- W W E J O 2 O p c_ co c c c c c?!. _t c CL au 0 U J _ Q' d 3 v 3 Q o o a o c c c a j 0 0 3 3 0 °� °(7 +� o ca a CL ° °° a 0 w l7 Q c E E E E a. c o c o °� ov a a L a m U o O U a o. d o. r- O O 'a O V a a .° d -O U '° W 'D 'O -0 'a 'O C E c m p C p C ,O C as rA °► a a m a a a a LA O O C p C O O O O O O O CIL N G y ,q O. 0U .0 fbc COL p a O O O O O N N De a m L d d d n`. 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C J C O O p C O O E LU um O O O C_ a g c m c a n S. 0 S e a N C —° ° �—° s 0 E C C O. a La �x( x x t a C o � o O O C a d d 6`. W d W W ]e no O H N 1°L U m N V ♦7 vl U F- U ae d� d d d rl I Li�II m o o m .o oe w H O 0 y N y m ° C ° O o O E d rj N W a _ A m m s 0 ° O 0 r Q s CIL o-a N A - C L A O O O a i d U- f m 0 C M c� p L ° U ° x S m in ul m o o w W 0 _ °c O J O C J `O 0 0 n- o d ° 9L o o c o-C o d OL .°� -p' 6 c C O b O LU o c c o o a Q ai a 0 w 0 3 3 3 o O a_ 3i d n° d d me D a- �� W W C) al WW�'�nd. C c I I o m _ E m m L W O E US E c L c p o o c E t L a O W W \ O p C C r e- -e- W W E J O 2 O p c_ co c c c c c?!. _t c CL au 0 U J _ Q' d 3 v 3 Q o o a o c c c a j 0 0 3 3 0 °� °(7 +� o ca a CL ° °° a 0 w l7 Q c E E E E a. c o c o °� ov a a L a m U o O U a o. d o. r- O O 'a O V a a .° d -O U '° W 'D 'O -0 'a 'O C E c m p C p C ,O C as rA °► a a m a a a a LA O O C p C O O O O O O O CIL N G y ,q O. 0U .0 fbc COL p a O O O O O N N De a m L d d d n`. W IL d d o`. d d d d I w_ .00a�o�o ®e�0 I W u a s -0 u CIL D C ° c 0 0 c k J b h OI m° � C O al o 0 O N p O D S In 3 +a N C LO E ° O 3 0 _u o 3 3 E O W O C O r* C C d d 3 r= ° `ai a a- -°° u W ~ O ~ O C U— —_ —_ —_ _ a $� ° C c III ' I ' I ' i 1 � I I I I I I I I 1 * W W W D .y.. r O _ a o p u ° U O D U y U p U o = c s c s a 0 m 0 o a 0 a 0 d m m 0 a —oo C 0 0 �_ W C s 1 l �"' U ~ �"' ~ W EL C CL —m I d U r W ~ O O O o CL .° p O O O pO O O O O O C O C C d a a m m o m tS9 pu tJW- n� 1-m 1-m H Fo- J oG gi C n°e t7 I I II I I I w o `o `c y a O U — Q W a o a O 'D C7 o 0 0 0 3 O D o o o lr .n If C O° in H U c� C7 o U i, ae �. 0 2 _pc p N O a c c a o o a c o O C „ o i > O O fi > y m v a O O _ ( N N = W d IL. W d d d X u I i O� o oN II a o p N ` ; .UY u p Z' 0 m C Q o Q o r-� o "°° E c Q S 4 F- p 'L p E c ° E C m Y E c C Z c J C m -a 0 `O ° O C d O j V y Cg a U > c ° U m of C . C J C O O p C O O E LU um O O O C_ a g c m c a n S. 0 S e a N C —° ° �—° s 0 E C C O. a La �x( x x t a C o � o O O C a d d 6`. W d W W ]e no O H N 1°L U m N V ♦7 vl U F- U ae d� d d d rl I Li�II m o o m .o oe w H O 0 y N y m ° C ° O o O E d rj N W a _ A m m s 0 ° O 0 r Q s CIL o-a N A - C L A O O O a i d U- f III ' I ' I ' i 1 � I I I I I I I I 1 * W W W D .y.. r O _ a o p u ° U O D U y U p U o = c s c s a 0 m 0 o a 0 a 0 d m m 0 a —oo C 0 0 �_ W C s 1 l �"' U ~ �"' ~ W EL C CL —m I d U r W ~ O O O o CL .° p O O O pO O O O O O C O C C d a a m m o m tS9 pu tJW- n� 1-m 1-m H Fo- J oG gi C n°e t7 I I II I I I w o `o `c y a O U — Q W a o a O 'D C7 o 0 0 0 3 O D o o o lr .n If C O° in H U c� C7 o U i, ae �. 0 2 _pc p N O a c c a o o a c o O C „ o i > O O fi > y m v a O O _ ( N N = W d IL. W d d d X u I i O� o oN II a o p N ` ; .UY u p Z' 0 m C Q o Q o r-� o "°° E c Q S 4 F- p 'L p E c ° E C m Y E c C Z c J C m -a 0 `O ° O C d O j V y Cg a U > c ° U m of C . C J C O O p C O O E LU um O O O C_ a g c m c a n S. 0 S e a N C —° ° �—° s 0 E C C O. a La �x( x x t a C o � o O O C a d d 6`. W d W W ]e no O H N 1°L U m N V ♦7 vl U F- U ae d� d d d rl I Li�II m o o m .o oe w H O 0 y N y m ° C ° O o O E d rj N W a _ A m m s 0 ° O 0 r Q s CIL o-a N A - C L A O O O a i d U- f jo- Hop O Z X N O Z W V Z t-I � m O 6 t 1 y 0, to O Z �X x n O Z d u O m 6