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SUTF STATE OF NORTH CAROLINA 0 DEPARTMENT OF TRANSPORTATIO *'�p�F 8P < BEVERLY EAVES PERDUE EUGEA4A "CONTI JR GOVERNOR SECRETARY May 21, 2012 Mr Ronnie Smith U S Army Corps of Engineers Regulatory Field Office 69 Darlington Avenue Wilmington, NC 28403 Dear Sir Subject Application for Section 404 Nationwide Permits (NWP) 23 & 12, Section 401 Water Quality Certification & Riparian Buffer Certification for the replacement of Bridge No 215 over Beaverdam Creek on SR 1227 in Wayne County TIP Project B -4841, Federal Aid Project No BRZ- 1227(4), Debit $240 from WBS No 38611 1 1 Please find enclosed PCN, permit drawings, utility drawings, stormwater management plan and roadway plans for the above referenced project proposed by the North Carolina Department of Transportation ( NCDOT) A Programmatic Categorical Exclusion (PCE) was completed for this project on February 11 2010 and distributed shortly thereafter Additional copies are available upon request The NCDOT proposes to replace existing Bridge No 215 over Beaverdam Creek on SR 1227 in Wayne County The project involves replacement of the existing functionally obsolete and structurally deficient two span 53 -foot bridge and approaches with a new three span 105 -foot bridge The new bridge will feature a 20 foot pavement width with two 10 -foot lanes and 4 -foot offsets The approach roadway will extend approximately 200 feet from the west end of the new bridge and 190 feet from the east end of the new bridge The approaches will be widened to include a 20 -foot pavement width providing two 10 -foot lanes and three -foot grass shoulders Proposed permanent impacts to riparian wetlands from bridge construction are less than 0 01 acre for excavation and less than 0 01 acre for mechanized clearing Utility relocations will require less than 0 01 acre of fill in wetlands The project will also impact riparian buffers due to bridge construction and approach work Roadway and bridge buffer impacts involve 959 sq ft in Zone 1 and 338 sq ft in Zone 2 Traffic will be detoured off -site during construction MAILING ADDRESS NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT SECTION 1598 MAIL SERVICE CENTER RALEIGH NC 27699 1598 TELEPHONE 919 707 6100 FAX 919 -212 5785 WEBSITE W14W NCDOT ORG LOCATION 1020 BIRCH RIDGE DRIVE RALEIGH NC 27610 -4328 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 Regulatory Approvals Section 404 Permit All aspects of this project are being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771 115(b) The NCDOT requests that the project be authorized by NWP 23 for bridge construction and NWP 12 for utility impacts Section 401 Permit We anticipate 401 General Certification numbers 3891 and 3884 will apply to this project NCDOT is requesting written concurrence from the North Carolina Department of Environment and Natural Resources, Division of Water Quality We are providing five copies of this application to the NCDWQ for their approval Neuse Riparian Buffer Authorization NCDOT is requesting a Neuse Riparian Buffer Authorization from the NCDWQ A copy of this permit application and its distribution list will be posted on the NCDOT websrte at http / /www ncdot org /doh/preconstruct/pe /neu/permit html If you have any questions or need additional information, please contact Gordon Cashin at (919) 707 -6107 Sincerely Gregory J Thorpe, Ph D , Manager Project Development and Environmental Analysis Unit cc NCDOT Permit Application Standard Distribution List 2 oaoF w a rFgoG O 't Office Use Only Corps action ID no DWQ project no Form Version 1 3 Dec 10 2008 Pre - Construction Notification (PCN) Form A Applicant Information 1 Processing la Type(s) of approval sought from the Corps ®Section 404 Permit ❑Section 10 Permit lb Specify Nationwide Permit (NWP) number 23 & 12 or General Permit (GP) number 1c Has the N WP or GP number been verified by the Corpse ❑ Yes ® No 1 d Type(s) of approval sought from the DWQ (check all that apply) ® 401 Water Quality Certification — Regular ❑ Non 404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 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 If 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 215 over Beaverdam Creek on SR 1227 (Oakland Church Rd) 2b County Wayne 2c Nearest municipality / town Rosewood 2d Subdivision name not applicable 2e NCDOT only T I P or state project no B 4841 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 Mail Service Center 3e City state zip Raleigh NC 27699 1598 3f Telephone no (919) 707 6107 3g Fax no (919) 431 2002 3h Email address gcashin @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 lb Site coordinates (in decimal degrees) Latitude 35 407818 Longitude 78 113292 (DD DDDDDD) ( DD DDDDDD) 1c Property size 15 2 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to proposed project Beaverdam Creek and an unnamed tributary of Beaverdam Creek 2b Water Quality Classification of nearest receiving water WS IV NSW 2c River basin Neuse River Basin 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 Agriculture with residential along roadways and forested stream corridors 3b List the total estimated acreage of all existing wetlands on the property 31 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 1 075 3d Explain the purpose of the proposed project To replace a structurally deficient bridge 3e Describe the overall project in detail including the type of equipment to be used The project involves replacing a 53 foot bridge with a 105 foot 3 span bridge on the existing alignment with an off site detour 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? Comments Requesting a preliminary JD at permitting ❑ 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) Veronica Barnes Amy James Agency /Consultant Company NCDOT 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 Site 1 ® P ❑ T excavation riparian ® Yes ❑ No ® Corps ® DWQ <0 01 Site 1 ®P El T mechanized clearing riparian ® Yes El No ® Corps ® DWQ <0 01 Site 3 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ Site 4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 6 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ 2g Total wetland impacts <0 02 Perm 0 0 Temporary 2h Comments There will be 0 09 ac of hand clearing and <0 01 ac of fill due to utility relocation 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 ❑ PER ❑ INT ❑ Corps ❑ DWQ Site 2 ❑ P ❑ T ❑ PER [:11 NT ❑ Corps ❑ DWQ Site 3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts 0 0 Perm O0Temp 31 Comments There will be 13 sq ft ( <0 01 ac) of fill in surface waters due to bent installation 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 T 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts 0 0 Permanent 0 0 Temporary 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed then complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) 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) 5k Method of construction 6 Buffer Impacts (for DWQ) If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts below If any impacts require mitigation then you MUST fill out Section D of this form 6a ® Neuse ❑ Tar Pamlico ❑ 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 re uired� 61 ®P ❑ T Bridge Beaverdam ® 728 64 Creek No B2 ®P ❑ T Road crossing Beaverdam Creek El Yes ® No 231 274 B3 ❑P ❑T El Yes ❑ No 6h Total buffer impacts 959 338 61 Comments D Impact Justification and Mitigation 1 Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project The proposed bridge is longer than the existing bridge with fewer spans the proposed bridge will be at approximately the same grade as the existing structure an off site detour will be used Slopes of 3 1 will be constructed in wetlands 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Top down construction and Design Standards in Sensitive Watersheds will be implemented 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 Due to the minimal amount of impacts compensatory mitigation is not proposed 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 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 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 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? N/A 2b Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c If this project DOES NOT require a Stormwater Management Plan explain why 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan See attached permit drawings ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ® DWQ 401 Unit 3 Certified Local Government Stormwater Review 3a In which local government s jurisdiction is this project? not applicable ❑ Phase II ❑ NSW 3b Which of the following locally implemented stormwater management programs ❑ USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4 DWQ Stormwater Program Review ❑ Coastal counties 4a Which of the following state implemented stormwater management programs apply ❑ HQW (check all that apply) ❑ ORW ❑ Session Law 2006 246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 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)? 1c If you answered yes to the above has the document review been finalized by the State Clearing House? (If so attach a copy of the NEPA or SEPA final approval letter) ® Yes ❑ No Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after the -fact permit application? ❑ Yes ® No 2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) 3 Cumulative Impacts (DWQ Requirement) 3a Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes additional development which could impact nearby downstream water quality? ® No 3b If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy If you answered no provide a short narrative description Due to the minimal transportation impact resulting from this bridge replacement this project will neither influence nearby land uses nor stimulate growth Therefore a detailed indirect or cumulative effects study will not be necessary 4 Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from the proposed project or available capacity of the subject facility not applicable 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? USFWS County Site NC Natural Heritage site 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 Gregory Thorpe, PhD El Dr J Applicant/Agent s Printed Name Date A plic t/Agent s Signature (Agents signature is valid only if an authorization letter from the applicant is provided 11 STORMWATER MANAGEMENT PLAN Project B-4841(38611 1 1) May 7 2010 County Wayne Hydraulics Project Manager Jay Twisdale, PE ROADWAYDESCRIPTION The project involves the replacement of Br No 215 over Beaverdam Creek on SR 1227 The overall length of the project is 0 085 mi , and the existing 3 -span bridge (52 -8" overall length) is being replaced with a 3 -span 105' long bridge at existing location The proposed roadway utilizes shoulder section throughout There is only one mayor crossing ENVIRONMENTAL DESCRIPTION The project is located in the Neuse River Basin The floodplain is swampy both up and down, with extensive wetlands within project limits Two inlet channels loin at the bridge, with one channel on the downstream side, all are jurisdictional with riparian buffers (with the following exception) One of the inlet channels runs parallel with the existing road in the NW quadrant, dust off the existing shoulder, this channel is jurisdictional but does not have riparian buffers There is some discrepancy in mapping regarding which is Beaverdam Creek and which is a tributary, and both are rather shallow with poorly defined banks farther upstream The best usage classification of the Beaverdam Creek is WS IV NSW (Water Supply IV, highly developed, Nutrient Sensitive Waters) BEST MANAGEMENT PRACTICES Due to the short project length, adjacent channels and wetlands and flat topography, opportunities for Best Management Practices (BMPs) and measures to reduce stormwater impacts are minimal No bridge deck drainage is being discharged directly into Beaverdam Creek Due to the flat topography and minimal fill, drainage systems off the ends of the bridge to collect bridge deck drainage have been eliminated to avoid direct discharge into the creek or tail ditching through wetlands 1 5 1 fill slope with rip rap is utilized in the NW quadrant to avoid placing fill in the adjacent inlet channel, for sufficient length until there is enough clearance between the road and channel to establish stable 3 1 side slopes Standard roadway cut ditches were eliminated in favor of maintaining existing ditches $$$$$$SYSTIME$$$$$ CO r;; �, RACT: c y m CQMK C , p�I m a C o p ob C 0. 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' -0 O W D Om I.-Iaw p Q : n, W D Om w■ Al �311 .41 al ICJ ro � $� R 4 � qq �r S T p Q : n, a w■ Al �311 .41 al ICJ ro � $� R 4 � qq �r S T $$$$$$SYSTIME$$'$$$ $$$$ $$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$ CON , RACT: c Z O o 0 O 9 n < 1 v a o v < FM X �+ c (/1 n n n n� u n n x + 0 o m b M n� A�mI OA � rk W T O � II x V C O En0Ln O 3 i 3 l� ��^ N in A V X � b m J m � v n� m = ml n Z 0 N m N o O of o b �D +4-- "� @ ` O m 0 m c Z O m o 1 9 n < 1 v a o v < FM X �+ c (/1 n n n n� u n n x + 0 o m b n� A�mI a T rk m J T Ii � II m!e V C O En0Ln n_ H Z� a 0n Z N x FA— O I� O 4 Z CA x D m C Ann 0m v0 C �Z O M Z m m N r 3 m A� m N x m O m x O m Im 1 9 m 4 O v z X �+ c m m CA Q 4 i :~17 `m -0 i n y O 0 o m QO m 0 m- n� A�mI a T II l( ®i m J T Ii � II m!e V C O En0Ln O 3 i 3 l� ��^ N in A V X � Pa POO b � J m � v n� m ml n Z 0 b �D +4-- "� @ ` O m N m O a n_ H Z� a 0n Z N x FA— O I� O 4 Z CA x D m C Ann 0m v0 C �Z O M Z m m N r 3 m A� m N x m O m x i I z6 00 L A Ir N d N N c"I 0 11 �: 1 9 x z AA i I m 2 s Z m +o N m m 21 m m 0 O O m Z N O s m + m 0 O �O TIP PROJECT.• B-4841 z6 00 L A Ir N d N N c"I 0 11 �: J 9. CP 9 x z AA �y y QO m 0 m- m 2 s Z m +o N m m 21 m m 0 O O m Z N O s m + m 0 O �O TIP PROJECT.• B-4841 NAD 83/95 • cbvltn T' CD V V �n o � 0 0 Q �k Cb � N p cn no n to �I mb'� � m go o ® � x b Nj to i� R 3 a y 8 � b I� z6 00 L A Ir N d N N c"I 0 11 �: J 9. CP AA Z QO m 0 m- a T a 1 I zN D M � 9� m � T r�� m!e V V i l� ��^ N in A V X I Pa POO b J m � m NAD 83/95 • cbvltn T' CD V V �n o � 0 0 Q �k Cb � N p cn no n to �I mb'� � m go o ® � x b Nj to i� R 3 a y 8 � b I� z6 AA I Old a 1 I zN V l� I m n Z °O +4-- O m O � f oW � OD OFAPERDAU'A CRM i Z P v a- O r � c m i � g ,+w O O 00 Pa O ON O° NAD 83/95 • cbvltn T' CD V V �n o � 0 0 Q �k Cb � N p cn no n to �I mb'� � m go o ® � x b Nj to i� R 3 a y 8 � b I� CD 3 C c% co v O 84SSS8SS8 \ n D D r r r r D D W O r r m m n n Iv N N O O Z Z m m 1N Rk1 C*Z P 1 I II I I, I, I IQI' 11 a Illy III 11 ,I IX III I41 II 11 I 1 I II 11 1j 1 rl �I 11 � I II k k k k F rn I II I II 11 1 1 N k r�k k k k k k k Cps EL LR / 1 ' k It k k k k k k I k k k k k k k k k k k k k k k k k 1 I 1 1 1 II ( k k k k k k k k k k k k It dz i- m 1 m k k k k k k > ky I k �a6, k k k k k\ 1 IF k k k k k k 11 E3)k k k �k k �k�✓mJ A kt� r k k k k // k k / k k k k k k k 0 Ik 'k OOW k k k k k f\ k k DZk k kk'fw 1\ A \ \ K- kkl k k\ \ \ \1 g kkM > m NAD 3/95 n \ 1 \\\ \ o, J �a Q T 0 .fir �D W�IOD O Fo N I I \ � � n � h D D r— r— r r O O :E: :c D D O O r r M m 3 3 D D C-) n Cr) Or) N N O O Z Z M m IN lei / \ 6° -Q0 � f It of PC r r 33 zd Zz CA 0 / k k k k k k k k � k k k k k k k k k �eyvfk k k k k� k i_� yyk� N rT Ir� �4 / /ir kDN k k k k k k k k k/ k kl , k k r k k k k k k � k k k k k k k 1 k k k J k k k k k, 33 k '1 It �/ I k k�kk k K- k it � 1 kk v 11 k hk\ 1Il J it k k\ 1 k It kkd = k 1 \ ka 1 1 �k V ✓ / `1` 11` Mr kl 1 FO � kk 1 1 \ 6° -Q0 � f It of \ k k A O PC r r 33 zd Zz CA 0 / k k � k k k k k k k k k k k 1 1+0 k k k �eyvfk k k k k� k i_� k X76, k k k k k/ / kDN k k k k k k ✓ k !��(� k k , k k � k k k k \ k k A O NAD 3/95 •• Li G) 8 O 4 it 8� m< p^ A� Y ~ �z 0 a1 PC r r 33 zd Zz CA 0 / J � L I 1 / NAD 3/95 •• Li G) 8 O 4 it 8� m< p^ A� Y ~ �z 0 a1 PC r 33 zd Zz CA 0 lAN 2012 114 30 R \Ultlrties\lFdy UY \Pr oj\B4841 Rdy tsh dgn 09/08/91 $$$$USERIJAMEF$$$ III TIP PROJECT: B-4841 w 3z X NAD 83/95 az ar 2; a-3 3; Ey z y H 0 �e C! h C) y O O y bo �o v O O bn C) too C �O •.. Wt- f: I3 JAN 01 �" � T li 1 J\hIEU \(34841 Fdy p f dg d I F� lb � � e FQ E @ —I 2[[� f I{ Fgi p �E 6 Rti � �g F li E { Y ' � r t� I Fn b rn �b-I -ODD 11 a 4 4 l H CD d C, r 9,m��I�ODv 4 u n u 4 n w O lF.A'R `Fp I y + n u A O _ 00 Z F 1 3 � r m 1 z $$ 1 ~N O 1 � gg Sg FI rn p0 Y e4 i ° m of e +� �g a ng � c \F $ m � 5LL O -4 m k k1 n> — O 0�9 r- lu z r >0 k mm k k k m v DD CO o k Zo k 1� 0009 G��i N �$X oOV k k k ono y m m k k wr- k k k k k O k ko k N 9 ! k k k k k f '* k k * 'p, O -9 K. O k k lµt k µ p � k mC k k /' ✓ m m r kkhl = k kl ~Yv m wk14 n SOUI cu ^I� �z A N m m — +� 0 col o t m 1 / k N 8 � N Ik k k k k k D I o 1 + X- � �Z/\V1 k k µ Q ' . O / :E* m N g k k MAO k k k 10 L r I° yk k k own k k k m m oM k O(/1 k k µ F471/, 4 J A TI k k k k r it k k ' r r ' k ow k k k k k k k f N$ k + k M k k k }1 / k r / M k k k k k i k •? Q n ' c ° k t / k k a O ME&M CAE it it 'U k k N. 1 a! +\ k k k k • D it k k c Q O (3 D k k r ° � 8 ►r z �+ m + CO u 1 ` Irn m m r kl �m DOS `` 11 y k 1 r O I\I m IN W 1 k k1 D � g$ kµ Jt nn 1 m k kl A N 1 k 1 CZ) 1 kk 1 L7 0 1 1 1 1 `1 0 1 s O 00 00 1� (D 1o r, N 3 F-,z M ro m m ° x 0 "` �cn n v -+. rm �y z= er, �r- c z z o co z N Y8r O A 10,110, U� 2 Z wT�� IO +Igm lore ' ( - +m CA DNma� m + 0 a m V 1O ` _ -4 ( ) 10 T rm ; m O CA Dm �Do D` r mp > Nrn D M �44 rn V / �- rn CA D + m H m c — Ol O r rn + V' v C_ z ;z C= C= D� av m W V V oD N C!) NAD 3/95 r a r LA m Z v H m 0 u H a Z 'r. m p m'z (A p "0Q � N�m U3 Q = M -Imr O m pro m c r :X7 n n �l z o f '* k k * 'p, O -9 K. O k k lµt k µ p � k mC k k /' ✓ m m r kkhl = k kl ~Yv m wk14 n SOUI cu ^I� �z A N m m — +� 0 col o t m 1 / k N 8 � N Ik k k k k k D I o 1 + X- � �Z/\V1 k k µ Q ' . O / :E* m N g k k MAO k k k 10 L r I° yk k k own k k k m m oM k O(/1 k k µ F471/, 4 J A TI k k k k r it k k ' r r ' k ow k k k k k k k f N$ k + k M k k k }1 / k r / M k k k k k i k •? Q n ' c ° k t / k k a O ME&M CAE it it 'U k k N. 1 a! +\ k k k k • D it k k c Q O (3 D k k r ° � 8 ►r z �+ m + CO u 1 ` Irn m m r kl �m DOS `` 11 y k 1 r O I\I m IN W 1 k k1 D � g$ kµ Jt nn 1 m k kl A N 1 k 1 CZ) 1 kk 1 L7 0 1 1 1 1 `1 0 1 s O 00 00 1� (D 1o r, N 3 F-,z M ro m m ° x 0 "` �cn n v -+. rm �y z= er, �r- c z z o co z N Y8r O A 10,110, U� 2 Z wT�� IO +Igm lore ' ( - +m CA DNma� m + 0 a m V 1O ` _ -4 ( ) 10 T rm ; m O CA Dm �Do D` r mp > Nrn D M �44 rn V / �- rn CA D + m H m c — Ol O r rn + V' v C_ z ;z C= C= D� av m W V V oD N C!) NAD 3/95 r a r LA m Z v H m 0 u H a Z 'r. m p m'z (A p "0Q � N�m U3 Q = M -Imr O m pro m c r :X7 n n �l cu ^I� �z A N m m — +� 0 col o t m 1 / k N 8 � N Ik k k k k k D I o 1 + X- � �Z/\V1 k k µ Q ' . O / :E* m N g k k MAO k k k 10 L r I° yk k k own k k k m m oM k O(/1 k k µ F471/, 4 J A TI k k k k r it k k ' r r ' k ow k k k k k k k f N$ k + k M k k k }1 / k r / M k k k k k i k •? Q n ' c ° k t / k k a O ME&M CAE it it 'U k k N. 1 a! +\ k k k k • D it k k c Q O (3 D k k r ° � 8 ►r z �+ m + CO u 1 ` Irn m m r kl �m DOS `` 11 y k 1 r O I\I m IN W 1 k k1 D � g$ kµ Jt nn 1 m k kl A N 1 k 1 CZ) 1 kk 1 L7 0 1 1 1 1 `1 0 1 s O 00 00 1� (D 1o r, N 3 F-,z M ro m m ° x 0 "` �cn n v -+. rm �y z= er, �r- c z z o co z N Y8r O A 10,110, U� 2 Z wT�� IO +Igm lore ' ( - +m CA DNma� m + 0 a m V 1O ` _ -4 ( ) 10 T rm ; m O CA Dm �Do D` r mp > Nrn D M �44 rn V / �- rn CA D + m H m c — Ol O r rn + V' v C_ z ;z C= C= D� av m W V V oD N C!) NAD 3/95 r a r LA m Z v H m 0 u H a Z 'r. m p m'z (A p "0Q � N�m U3 Q = M -Imr O m pro m c r :X7 n n �l 1 / k N 8 � N Ik k k k k k D I o 1 + X- � �Z/\V1 k k µ Q ' . O / :E* m N g k k MAO k k k 10 L r I° yk k k own k k k m m oM k O(/1 k k µ F471/, 4 J A TI k k k k r it k k ' r r ' k ow k k k k k k k f N$ k + k M k k k }1 / k r / M k k k k k i k •? Q n ' c ° k t / k k a O ME&M CAE it it 'U k k N. 1 a! +\ k k k k • D it k k c Q O (3 D k k r ° � 8 ►r z �+ m + CO u 1 ` Irn m m r kl �m DOS `` 11 y k 1 r O I\I m IN W 1 k k1 D � g$ kµ Jt nn 1 m k kl A N 1 k 1 CZ) 1 kk 1 L7 0 1 1 1 1 `1 0 1 s O 00 00 1� (D 1o r, N 3 F-,z M ro m m ° x 0 "` �cn n v -+. rm �y z= er, �r- c z z o co z N Y8r O A 10,110, U� 2 Z wT�� IO +Igm lore ' ( - +m CA DNma� m + 0 a m V 1O ` _ -4 ( ) 10 T rm ; m O CA Dm �Do D` r mp > Nrn D M �44 rn V / �- rn CA D + m H m c — Ol O r rn + V' v C_ z ;z C= C= D� av m W V V oD N C!) NAD 3/95 r a r LA m Z v H m 0 u H a Z 'r. m p m'z (A p "0Q � N�m U3 Q = M -Imr O m pro m c r :X7 n n �l r kl �m DOS `` 11 y k 1 r O I\I m IN W 1 k k1 D � g$ kµ Jt nn 1 m k kl A N 1 k 1 CZ) 1 kk 1 L7 0 1 1 1 1 `1 0 1 s O 00 00 1� (D 1o r, N 3 F-,z M ro m m ° x 0 "` �cn n v -+. rm �y z= er, �r- c z z o co z N Y8r O A 10,110, U� 2 Z wT�� IO +Igm lore ' ( - +m CA DNma� m + 0 a m V 1O ` _ -4 ( ) 10 T rm ; m O CA Dm �Do D` r mp > Nrn D M �44 rn V / �- rn CA D + m H m c — Ol O r rn + V' v C_ z ;z C= C= D� av m W V V oD N C!) NAD 3/95 r a r LA m Z v H m 0 u H a Z 'r. m p m'z (A p "0Q � N�m U3 Q = M -Imr O m pro m c r :X7 n n �l C_ z ;z C= C= D� av m W V V oD N C!) NAD 3/95 r a r LA m Z v H m 0 u H a Z 'r. m p m'z (A p "0Q � N�m U3 Q = M -Imr O m pro m c r :X7 n n �l n �l Rdy tsh dgn CONTRACT to m 0 0 0 DO r e N O 0 IN o a uo�eouu I N 58 N d m Z n v I i c p m p p m m 0 b O Ci O m ni n N o O z z H o o " O S. m D m -nl r np�e Vj co N O O J O T C Z 0oo 0 7 n p. 1A voo y iw < v < N twn a i D �N M y Z 7O O O O� z H Z Z to O 70 m = Z = D < m C -0 z X n 5 IA v0 C �z 00 = m m H r N m CA m v 3 i O v 8� N �z D� �k �r z I m az m + v c, N m V O n �Im I z rn ° D 0° r;, v + m 0 0 10 NAD 83/95 TIP PROJECT B-4841 to m m 00 L spas DO r = _ IN o a uo�eouu I N 58 N d m Z c v I i c D � b �y m m b O O m ni o M O y " O S. m m -nl np�e II co co e i II II 0oo 0 N p. II x cx a N V / m m O �. ti arse C T > m A 8 �7J► O! a � N N --i C 5 c IN A m O p IN e� A VI ccl m Z C a _ O �O N m -a 08 p8 IN �J m m �N M y Z 7O O O O� z H Z Z to O 70 m = Z = D < m C -0 z X n 5 IA v0 C �z 00 = m m H r N m CA m v 3 i O v 8� N �z D� �k �r z I m az m + v c, N m V O n �Im I z rn ° D 0° r;, v + m 0 0 10 NAD 83/95 TIP PROJECT B-4841 to � b 00 L spas �a n IN o a uo�eouu I N 58 N d b z I i �N M y Z 7O O O O� z H Z Z to O 70 m = Z = D < m C -0 z X n 5 IA v0 C �z 00 = m m H r N m CA m v 3 i O v 8� N �z D� �k �r z I m az m + v c, N m V O n �Im I z rn ° D 0° r;, v + m 0 0 10 NAD 83/95 TIP PROJECT B-4841 to 00 L x IN o a uo�eouu I N 58 N d �y �N M y Z 7O O O O� z H Z Z to O 70 m = Z = D < m C -0 z X n 5 IA v0 C �z 00 = m m H r N m CA m v 3 i O v 8� N �z D� �k �r z I m az m + v c, N m V O n �Im I z rn ° D 0° r;, v + m 0 0 10 NAD 83/95 TIP PROJECT B-4841 ROW PLANS h b n � a ?o x nA 1it ZN j. �m x� 'J n Z x o II � D a N z / +o m C a I � 1 00 a b 1 9EAVERDAM a 1+� rA CREEK m v, N y P .. C CA O C O1; + Up OD o° O N v° 0 a xl n 0 zi � N ? v �► �n o� 0 0 c�o 4 40 N 3� cn rte' 0 �> r :1 I O Il 1� J 00 L IN o a uo�eouu I N 58 N d np�e e x cx a N V / O �. N M arse C T > m A 8 �7J► --i 5 ,cap0 eve ti IN A m O IN e� A *i e N IN u1Q'iI� Im C - V �O Pa Pooh 08 p8 IN �a o n °d n ROW PLANS h b n � a ?o x nA 1it ZN j. �m x� 'J n Z x o II � D a N z / +o m C a I � 1 00 a b 1 9EAVERDAM a 1+� rA CREEK m v, N y P .. 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aaaaa ON am so aaaa\. : : : : : : : : :: ::■■■■000000■ auaa■■a x00u■.1■ :uuuaaxuxu■ uu.1001.00u00au uuuuu n■auul A m N z Z n z 0 N M Z 0 00 Ul a _I = d cn �Co0 i Q ZM� co 0 C ci cn a in m as EH <wU yw C � c U C Lij z-- m a E QxsE� �IUU W U LQL m E ? N U H U) U) Q D C N w E am E U a OQ. � a v C N U ti N O O v O O O O O U > W a v u� N m Q U N U c LU a o m c C (D U _, m Z U W U W(n aC c.. E = f C, HaZ c ,n O � C C C `-° m O O E - E (D �- o v 0 v (D a N a c 0 O c N N O N N _ N �cn O O aaa N M LO M O N J Cl) O C — m E O L O O v N + CO O N N N (h J Q 00 Ul a _I = d cn { January 23 2012 B -4841 NEU Narrative Utility Owners • Power Tri County EMC — (contact Tony Grantham (919) -735 -2611) • Telephone AT &T (contact Shannon Coston (910) 341 1623) • Water Fork Township Sanitary District (contact Tony McCabe (919) 736 -2551) General Utility Relocation All utility lines inside the project limits will be adjusted as necessary or relocated away from construction The power and telephone will be relocated prior to the letting Existing Utilities • Power the existing Tn County EMC aerial power pole line runs along the South side of Oakland Church Rd SR 1227 at the beginning of the project and crosses over to the North side and continues to the end of the project • Telephone AT &T has two (2) poles with an aerial crossing and buried cable on the south side of Oakland Church Road SR 1227 • Water there is an existing 8 water line on the north side of Oakland Church Rd SR -1227 and a 12 waterline on the south side of the Road Proposed Utility Relocation • Power Tri County EMC power line will be relocated to the South side of Oakland Church Rd SR 1227 with environmental impact by placing 1(One) power pole inside the wet land boundary • Telephone AT &T telephone line will be relocated to the South side of Oakland Church Rd SR 1227 by directional bore with no environmental impacts • Water Both water lines will be relocated to the North side of Oakland Church Rd SR 1227 by directional bore with no environmental impacts tn �... 0. AL......L. ALLOWABLE SITE I ENLARGEMENT Px�C�C�C�C ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 40 0 40 m 01!I GRAPHIC SCALE Drawing Sheet 4 of+ s 3 o 0 N O N T m Z O O --pro Q �wU aa, cn Q m R W d = Z m U )0 Z��o Fl 8 >wo H LLO O Y W oho O D Q H N O � CL U 3 W Z N W >_ -y N O Ow (D LL IA U d N O ■1 1 Z m Z O Ln H W W 2 U i nii �n�l moo W F- U W J W W It W S F- Z_ H 3 J J Q W H Q S H N H Q a 0 z g W 3 LL ow LL (9 CY 93 U� Z c �ui� ins ■ N Z Z W N U Z J � U Q o S �3 0 W H J 3 o 0 � IA ■1 1 i nii �n�l �ui� ins ■ 3 o 0 � o b � D � $ a- cn �E& S ° &! 2eo co z # °a /� //� �_ \ p /wo- 252 \2\ $27#� <�n z / /7Az ��_� 22(88 ;\ 2 °0mCo « w ± ±§ \ ƒ� U) § /% /Q § § � a - ` ]�ck; 8 � v � § ) IL ■ ao2 ;rf; G � § 2 w 22 v �� IoR 2a � §2 ) =)S § § 3 § � 2 k i }�; a a o a�r�° � � k <d \ko �§�«� § « � k @\ § k\ IL U) � � 0 � G # § G kk § w 0 § + LU § ) ` ■ § L Z m | � o b � D � $ a- cn � � G G kk § § Lo a c� Q Z SITE I ENLARGEMENT V1111 /E/ DENOTES EXCAVATION IN WETLAND DENOTES MECHANIZED ► CLEARING 40 0 40 GRAPHIC SCALE Permit Drawing Sheet S of r91111R urdWing Sheet_ e._,of PROPERTY OWNERS NAMES AND ADDRESSES PARCEL NO NAMES ADDRESSES 1 RMS Farms 5 Timbercreek Crt Durham, NC 27712 2 Penny Marion C 120 Penmarc Dr Raleigh, NC 27603 3 Gurley Grace B 245 Oakland Church Rd Goldsboro, NC 27530 NCDOT DIVISION OF HIGHWAYS WAYNE COUNTY PROJECT 3861111 (B -4841) BRIDGE NO 215 OVER THE BEAVERDAM CREEK ON SR 1227 (OAKLAND CHURCH RD) SHEET 6 OF 7 01/ r91111R urdWing Sheet_ e._,of