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HomeMy WebLinkAbout20120693 Ver 1_401 Application_20120712ENVIRONMENTAL SERVICES INC 524 S NEW HOPE ROAD RALEIGH NORTH CAROLINA 27610 919 212 1760 FAX 919 212 1707 www environmentalservlcesmc corn July 12 2012 Mr Ian McMillan NC Division of Water Quality 401 Coordinator 1650 Mail Service Center Raleigh NC 27699 1650 Re 401 WQC Submittal for Perimeter Park Phase 3 Wake County NC Mr McMillan 20120693 ESI is pleased to submit this applicalton to you on behalf of the applicant Duke Realty After your review please feel free to contact me if you wish to discuss the proposed project or if you have any questions Thank you for your assistance and I look forward to working with you on the permit process Warm regards Environmental Services Inc Y#d4--- Jeff Harbour PWS Senior Manager Enclosure Jut 1 6 1012 DENR WS ATER W �E1 Wetlands & Branch FLORIDA GEORGIA NORTH CAROLINA SOUTH CAROLINA MARYLAND OHIO o�ot W At�19 h r O Y 2 ®12 ®693 Office Use Only Corps action ID no DWQ project no Form Version 13 Dec 10 2008 Page 1 of 11 PCN Form — Version 1 3 December 10 2008 Version Pre - Construction Notification PCN Form A Apphcant Information 1 Processing 1 a Type(s) of approval sought from the Corps Section 404 Permit ❑Section 10 Permit lb Specify Nationwide Permit (NWP) number 39 or General Permit (GP) number 1c Has the NWP or GP number been verified 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 1e 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 Perimeter Park Phase III 2b County Wake 2c Nearest municipality / town Morrisville 2d Subdivision name Perimeter Park D R R(�9;,B �11� 2e NCDOT only T I P or state project no 3 Owner Information 6 ZQ�2 3a Name(s) on Recorded Deed Duke Realty Limited Partnership ju- 3b Deed Book and Page No Deed Book 12411 Page 2656 DENR WAt E wafiea Branch 3c Responsible Party (for LLC if applicable) David Parker 3d Street address 3005 Carrington Mill Blvd Suite 100 3e City state zip Morrisville NC 27560 3f Telephone no 919 -461 8000 3g Fax no 919- 461 -8080 3h Email address david parker @dukerealty com Page 1 of 11 PCN Form — Version 1 3 December 10 2008 Version 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other specify 4b Name 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 Jeff Harbour 5b Business name (if applicable) Environmental Services Inc 5c Street address 524 South New Hope Road 5d City state zip Raleigh NC 27610 5e Telephone no 919 212 1760 5f Fax no 919 212 1707 5g Email address (harbour @esmc cc Page 2 of 11 PCN Form — Version 1 3 December 10 2008 Version B Project Information and Prior Project History 1 Property Identification 1a Property identification no (tax PIN or parcel ID) Wake County PIN 0756 -09 1850 1 b Site coordinates (►n decimal degrees) Latitude 35 8651 Longitude 788291 (DD DDDDDD) ( DD DDDDDD) 1 c Property size 75 5 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to Stirrup Iron Creek proposed project 2b Water Quality Classification of nearest receiving water Class 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 The project area is currently undeveloped with several at grade dirt roads and upland cleared areas The wooded areas are vegetated with a mixture of hardwoods and pines Successional communities are prevalent in those upland disturbed areas Land use in the vicinity is primarily commercial office park and light industry 3b List the total estimated acreage of all existing wetlands on the property Approximately 1 0 acre 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property Approximately 2 500 linear feet of perennial and intermittent channel 3d Explain the purpose of the proposed project The purpose is to extend Carrington Mill Blvd through the Permiter Park Phase III property and connect to Slater Road This extension will allow this final phase of Perimeter Park to be open to future commercial development consistent with the remainder of the office park The project also includes construction of the Mill Spring Greenway inside Perimeter Park proper The greenway will cross two stream channels but will not incur any impacts other than buffers 3e Describe the overall project in detail including the type of equipment to be used Carrington Mill Boulevard will be extended through Perimeter park Phase III to Slater Road The road extension will cross at UT of Stirrup Iron Creek This stream crossing cannot be completely avoided but impacts have been minimized Mill Spring Greenway is also proposed inside of Perimeter Park This 10 foot wide greenway path will cross two small streams with concrete spans and no impacts below the ordinary high water line will occur Typical construction equipment will be used during this construction project such as grades excavators back hoes dump trucks pavers etc 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 pasty ® Yes ❑ No ❑Unknown Comments A new delineation was completed by ESI in September 2011 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 Environmental Services Name (if known) Jeff Harbour & Robert Turnbull Inc Other 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation AID 201200833 for Corps JD Page 3 of 11 PCN Form — Version 1 3 December 10 2008 Version 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 Nationwide permits (199821022 199821204 199821205) were previously issued by the Army Corps of Engineers to Mr Robert Yelverton of Weeks /Lichtm for a 160 acre property Asa result of these permits the existing culverted crossing on Carrington Mill Blvd Oust past Tekalec) was constructed These permits were to a different property owner and for a completely different property configuation at that time Since then Duke Realty has acquired the property currently depicted in this application and is planning to construct Phase III of Perimeter Park ESI submitted this documentation to Mr Jamie Shem of the Corps after the delineation was completed and he indicated that this current request should be viewed as a single and complete project due to the history of this particular site 6 Future Project Plans 6a Is this a phased project? ® Yes ❑ No 6b If yes explain see above Page 4 of 11 PCN Form — Version 1 3 December 10 2008 Version 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 W1 ®P ❑ T road fill headwater forest ® Yes El No ® Corps ® DWQ 0 004 W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g Total wetland impacts 0 004 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 Jurisdiction Average Impact number (PER) or (Corps 404 10 stream length Permanent (P) or intermittent DWQ — non -404 width (linear Temporary (T) (INT)? other) (feet) feet) S1 ®P ❑ T culvert UT to Stirrup Iron ® PER ® Corps 20 107 Creek ❑ INT ® DWQ S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts 107 31 Comments Page 5 of 11 PCN Form — Version 1 3 December 10 2008 Version 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 4b 4c 4d 4e Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary T 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts 0 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed the complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose of (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f Total 5g Comments 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes permit ID no 51 Expected pond surface area (acres) 5j Size of pond watershed (acres) 5k Method of construction 6 Buffer Impacts (for DWQ) If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts below if any impacts require mitigation then you MUST fill out Section D of this form 6a ® Neuse ❑ Tar Pamlico ❑ Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) for Stream name mitigation (square feet ) (square feet) or Temporary T impact required? 131 ®P ❑ T road crossing UT to Stirrup Iron Creek ❑ Yes ® No 8515 5279 B2 ® P ❑ T greenway UT to Stirrup Iron Creek ® Yes s 2001 1325 B3 ® P ❑ T greenway UT to Stirrup Iron Creek ® Yes s 2115 1147 6h Total buffer impacts 12631 7751 61 Comments Page 6 of 11 PCN Form — Version 1 3 December 10 2008 Version D Impact Justification and Mitigation 1 Avoidance and Minimization la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project The applicant has reviewed several designs for the extension of Carrington Mill Blvd and this alignment best meets their purpose and need Additionally the applicant requested and received approval from the Town of Morrisville to construct the crossing in a narrower manner eliminating a normally required landscaping median This allowance by the town thus reduced the amount of proposed stream impact to just 107 feet Without this minimization effort the crossing would have been closer to 140 feet of impact 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques All required federal state and local regulations will be followed with redards to NPDES Erosion and Sediment Control plans and stormwater management plans Silt fences will be used to prevent sediment from entering undisturbed buffers streams and wetlands 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 2b If yes mitigation is required by (check all that apply) ❑ DWQ ❑ Corps 2c If yes which mitigation 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 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 Page 7 of 11 PCN Form — Version 1 3 December 10 2008 Version 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 The road crossing is less than 150 linear feet and less that 1/3 acre of buffer is disturbed Page 8 of 11 PCN Form — Version 1 3 December 10 2008 Version 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 Comments Level spreaders are proposed at all storm outlets ® Yes ❑ No 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 24% 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 Wet retention basins are being provided to provide stormwater quality and quantity control for the proposed roadway improvments ® 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? Morrisville ® 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 ❑ ORW (check all that apply) ® Session Law 2006 246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ® No 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? ® Yes ❑ No Page 9 of 11 PCN Form — Version 1 3 December 10 2008 Version F Supplementary Information 1 Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the Y ❑ es No use of public (federal /state) land? 1 b If you answered yes to the above does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c If you answered yes to the above has the document review been finalized by the State Clearing House? (If so attach a copy of the NEPA or SEPA final approval letter) ❑ Yes ❑ No Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after the fact permit application? ❑ Yes ® No 2c If you answered yes to one or both of the above questions provide an explanation of the violation(s) 3 Cumulative Impacts (DWQ Requirement) 3a Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No additional development which could impact nearby downstream water quality? 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 4 Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater from the proposed project or available capacity of the subject facility generated municial sewer services will be provided Page 10 of 11 PCN Form — Version 1 3 December 10 2008 Version 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or 0 Yes ® No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act 0 Yes ® No impacts? Sc If yes indicate the USFWS Field Office you have contacted ❑ Raleigh ❑ Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? ESI has evaluated the property for the presence of threatened or endangered species including a query of NCNHP records No occurrences were identified onsite The site also does not contain any areas of Critical Habitat 6 Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitat? ❑Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? NCDOT list of waterbodies that are considered EFH 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? SHPO Clearance letter attached 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 Compensatory flood plain volume is being provided to offset any fill being placed in the flood plain By keeping the flood volume the same this is a no rise crossing 8c What source(s) did you use to make the floodplain determination? FEMA Flood Insurance Rate Map Dpoi A po-lcsK y — -7 ri 1 a Applicant/Agent s Printed Name Applicant/Agent s Signature Date (Agents signature is valid only d an authorization letter from the applicant is provided) Page 11 of 11 PCN Form — Version 1 3 December 10 2008 Version North Carohna Department of Cultural Resources State Historic Preservation Office Ramona M Bartos Administrator Beverly halves Perdue Governor Linda A Carlisle Secretary Jeffrey J Crow Deputy Secretary May 30 2012 Tem Russ Environmental Services Inc 524 South New Hope Road Raleigh NC 27610 Re Perimeter Park — Phase 3 Tract 7 Durham and Wake Counties ER 12 0712 Dear Ms Russ Thank you for your letter of April 27 2012 concerning the above project Off ce of Archives and Mstory Dtvis on of Fhstoncal Resources DaN td Brook, Director We have conducted a review of the project and are aware of no historic resources which would be affected by the project Therefore we have no comment on the project as proposed The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation s Regulations for Compliance with Section 106 codified at 36 CFR Part 800 Thank you for your cooperation and consideration If you have questions concerning the above comment please contact Renee Gledhill Earley environmental review coordinator at 919 807 6579 In all future communication concerning this project please cite the above referenced tracking number Sincerely 6WRamona M Bartos U Loc boa 109 East Jon s Street Raleigh NC 27601 Madwg Address 4617 Mad S rvic Cente Raleigh NC 27699 4617 Telephone /Fax (919) 807 6570/807 6599 m W2 !nix 72 fL 44 K A0 FYI "AW 9 OWN Nf all's 16 k 't4 00 rl :t 10 Rl' edgw zo dl Aid I No Wilt a 14 ANI'lo'n XWO =lWam I _ GrC Cr-C 12 N CK 1 1 ' �L. 1� v'�5� • '> Crt Q l „ If f MfC <u CrE rB2 \�\ it MfC Y r s-MYD Cre t"b MyC2 L" ++ C MfO t Crc t 1 r C[B2 Car V s =,✓ , 6Ci� fC' CrE SF CrC `'< MYC2 E WSC 'Cr _ j.. Mf ''� • C MYB2 Cr62 r CE PkC t CfB2 M D y A C2 � w WSW , . � wryc GiC2 r M C� �4 M 'r B `1 Cr MyD % Gr Gu WS92 Ws '� MYC2 AfA% WvD3 CrB2 MY82 CrC sC2 yC2 c � , WSM c� NN MYB2 .... ►� ?. ,� `�� r mall Grote MyC2 U Cm Ct8 i� n rtt► MCP Cat. MY82 - CrB2 MY82 i4 Durham Soil Mapping Units :} ! o'•.: MyB2 Ch Chewacla and silt loam MfC "nyodan -Urban land complex, 0 -10% slopes WsE White Store sandy loam, 10 -25% slopes QProject Boundary MY0 Wake Soil Mapping Units Cm Chewacla Soils Q NRCS Soil Boundary CrB Creedmoor sandy loam, 2 -6% slopes 0 500 1000 ' ' CrB2 Creedmoor sandy loam, 2 -6% slopes, eroded CrC2 Creedmoor sandy loam, 6 -10% slopes, eroded Feet S o.. °.. CrE Creedmoor sandy loam, 10 -20% slopes Source: NRCS Soil boundary provided by Wake MyC2 Mayodon silt loam, thin, 6 -10% slopes M D Ma 0 County, 1970 and Durham County, 1970, Project - Y y don silt loam, thin, 10 -15% slopes, eroded Boundary provided by Wake County GIs, 2012. WSB2 White Store Sandy loam, 2 -6% slopes, eroded Disclaimer. Information represented on (his map was derived WSC White Store sandy loam, 6 -10% slopes from secondary data sources and is to be used for general -.--2 White Store sandy p loam, 6-10% slopes, eroded planning purposes only. No warranties or representations of accuracy are expressed or implied. Wy Worsham sandy loam c FP ENVIRONMENTAL Project: ER11126.00 SERVICES, INC. NRCS Soils Date: July 2012 524 New Hope Road Perimeter Park - Phase III Raleigh, gh, N NC 27610 (919)212 -1760 Drwn /Chkd: KT /JH e M,, (919) 212 -1707 FAX Wake County, North Carolina wwwenvironmentelservices. com - Figure: 2 P: \GeoGra \Projects\2011 \126 \GIS\soils.mxd Date: 7/12/2012 1:24:56 PM 9 U, a. W o > z EL U 0 OUP u C� cr ti CL AVO A • TWWs i I �. -.aW ., a " 4 IM 1. 6 if �► t `A �.. 1. � t •y . y At a %SO t — vo 4-4 -SiL 4p. ev s J. All ow - — o!-%& - 9 Z LM LL C D LLI U U ^ p V S 7 �? to u to QQ D N ° 1 n Off a e 01300 ■ i C I + V I n O cP O n W 1I g O a W I g g O O V-1, a \ Z till 4N cy O A� o 1 O LLJ g x> W z o W Z �/ v 7 LLJ 9 W I W s t CL ee LO C4 m to N Nog to F^ / Rtt'r —5ghl U) t Z —SIR 0 i� 1 \y shah &tn >nsn >n ♦ —� - - -- - -- mac- { A IS —414,1 Wa S411 10 50 m fP'. yam+ --4- t00 »N10 -K00\ -P\ NW -4'VO -W \500 RA M Wel\o L f 40- -,,-t3m4 U.5l590y"i� 220E uS 5 14 Mf E4 L l Z � AA <4 ?- 31,pg.,z MINIMUM 13 z -40.2129 I.w IN Y CA U 3 8g 0 C7 I 1 _ L I I /307 I T I \����� ►.J I I i � i �I I I / I I oe*m 37A31 L I- SB 'S003 I 1 � I I � - - - - -I - - -- I � • ��,y. I I I I I I ✓ I I I I 18r ST k` 720 I r r r - r- - - T f 1 � i I I I 1 V I 322 \� I — I L L_ L I I \ I I I I I I I I I k I I I I I 315 I I I I I I I I I 1 I I I 5� I h OI �Q QQ I [ A I I I I I I I I I I I I I I I I I — LE LIOL m MM WVS UP SAW UW4- -p 900\6-P\3100 900 W= 4 n 8 m i �S m z f- c� Iz IL �I I I I I m r m J I I� w(ad N d' N 0 N 0 5 n U E It 0 0 10 rn 0 N U STREAM CROSSING #1 STATION # 6 +16.5 T , � Jr Ij--- -- 0 o `vim - -- Z ' ENDWALL� PER f- DETAILS $HEET C8 a ,y = = - V 44 LREEK TOP- -OF_ BANK ; REE - �- BOT. =309.1 -- �; 912,6 ` �^j ih `f t / 0 .` \\ T OP - 3- SIDED ; OF g� -' -- - ' - 4'X10' BOX CULVERT _ .. p - I ° s, STREAM CROSSING #1 INFORMATION NEUSE RIVER ZONE 1 BUFFER DISTURBED! 2,001 SF NEUSE RIVER ZONE 2 BUFFER DISTURBED 1.325 SF AREA OF CREEK DISTURBED NONE SPAN HIGH WATER MARK TOTAL NEUSE RIVER BUFFER DISTURBED 3,326 SF LINEAR FEET OF STREAM DISTURBED NONE STREAM CROSSING #2 STATION # 12 +92.25 - 315 ? . ell \ \ j PROPOSb CULVER N CRitEK BOT = 308:8 �\ ,'\ \ � \`c9 ��ix ° / \3 -SIDED \\ ^a _ ` �� ryij ��0\ 3'X'1,2' BOX - . TOWN OF tviORRISViLJ_E CULVERT ti GIZEENWAY`EASEMEN,T 'I,o ^' �. `\ \ `, `\ .i�, ; , d ' NCDOT -838. J ce IF �`. , v °j - _ , tidy C� CREEK - 0; vBOT. =3 o � TOA .� PROPOSED S �, PA6�K BENCH WAKT- COUNTY 100T'YR /O�' j FLOOD EASEMENT/LINE �` /� ELEVATIOW'318.0' Q4- \ V \ , 1 \ STREAM CROSSING #2 INFORMATION NEUSE RIVER ZONE 1 BUFFER DISTURBED 2.115 SF NEUSE RIVER ZONE 2 BUFFER DISTURBED 1,147 SF AREA OF CREEK DISTURBED NONE SPAN HIGH WATER MARK TOTAL NEUSE RIVER BUFFER DISTURBED 3,262 SF LINEAR FEET OF STREAM DISTURBED NONE TOTAL NEUSE RIVER BUFFER DISTURBANCE: NEUSE RIVER ZONE 1 BUFFER DISTURBED 4,116 SF NEUSE RIVER ZONE 2 BUFFER DISTURBED 2,472 SF AREA OF CREEK DISTURBED NONE TOTAL NEUSE RIVER BUFFER DISTURBED 6,588 SF LINEAR FEET OF STREAM DISTURBED NONE NOTES: 1. SURVEY INFORMATION COLLECTED AND PREPARED BY ADVANCED CIVIL DESIGN 2. THE PROPERTY IS LOCATED IN THE NEUSE RIVER BASIN AND IS NOT LOCATED IN A WATERSHED. 3. THIS SITE IS LOCATED IN THE 100 -YR FLOOD PLAIN AS INDICATED ON FIRM MAPS #3720074600J AND #3720075600J DATED MAY 2, 2006, 100 YR FLOODPLAIN ELEVATION IS 318.00 4. THERE SHALL BE NO CUT OR FILL PERFORMED IN THE WAKE COUNTY 100 -YR FLOOD EASEMENT WITHOUT THE APPROVAL OF WAKE COUNTY FACILITIES DESIGN AND CONSTRUCTION. 5. ALL FILL INSIDE THE BUFFER IS AT MAX A 3:1 SLOPE AND VEGATATION TO BE RESTORED TO PRECONSTRUCTION CONDITIONS. 6. ALL PROPOSED GRADES ARE AT MOST A 3:1 SLOPE UNLESS OTHERWISE NOTED. Path Grade = 315.5 /-3 —sided culvert ___. j Ex. Go — ____ ____ _ Top Footing = 309.3 Footing STREAM CROSS - SECTION #1 STATION # 6 +16.5 SCALE: H: 1 " =5' V: 1 "= 5' Path Grade = 315.5 n, 3 —sided culvert jEx. Gound ®� >p Footing = 309.3 Footing STREAM CROSS - SECTION #2 STATION # 12 +92.25 SCALE. H: 1"=5' V: 1"=5' Signature: 20 Town of Morrisville APPROVED FOR CONSTRUCTION Town of Morrisville, Town Engineer Signature: Town of Cary Utilities, Water and Sewer Engineering: Planning: Other (specify): Date: Engineering Inspection Services must be contacted (919) 463 -6907 at a minimum 24 hours prior to the commencement of any construction activities. GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft. JUL 1 6 201 Know what's below. Call before you dig. 2 0 1 2 0 6 9 S DRAWINGS ISSUED FOR: ❑ PRELIMINARY ❑ MUNICIPAL REVIEW ❑ BID SET ❑ STRUCTURE FABRICATION ■ CONSTRUCTION DOCUMENTS I IT RIA- REALTY CORPORATION 3005 Carrington Mill Blvd Suite 100 Morrisville, NC 27560 Phone: (919) 461 -8000 Fax: (919) 461 -8090 N", \ \ \ , cV 1 I r , I / f \ \ O \11 2 �\ 2 NOTE: ALL SLOPES STEEPED THAN 3:1 SHALL BE STABLIZED WITH GEO -GRID FABRIC AND HYDROSEEDED. TOTAL STREAM IMPACT = 107' WETLAND IMPACT = 0.004 ACRES Vf4 EX. WETLAND II i TO REMAIN) o - �! -303' , '1 � ; ,\ ,� ,p � • �, , . �; ; y,, ,,302 - �, ,�, . ,. LOW POINT ELEV = 319.70 -- LOW POINT TA = -17+55- -- -- - - - - - - -- - - - - - - - - - - - - -- PVI STA 7 17 +00 I PVI ELEV 1= 317.50 I I I A.D. = 16.0000 I 1 K= 55.0000 - - - - - 3,30.6,0' VC I I - - - - -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 330 I __ 1 1 1 I 1 330 - - - - - I to o I 3 I co I I ao M I E l I I I I I ! I v W I I I 1 325 I ! > > 1 325 1 NI------------- 1- - - -- I----- - - - - -- j--------------- -t -- -- - - f - - - -- - - -- - j -- - --- - - - - -I - i`i --------- I- - - - - -- --f -- - - - - -- j i t I I I I I i I I I N i Prole Grade I 1 I N \ I I o i - -- --------- 320 i- -- �- - -- - ----- - - - - -- - - - - - -- - 1 320 ------ - - - - -1 - - -- -------I------------}------------ I \I I I I I I I I I I I I 3 I I1 315 1 ----------- I I ------------ 1 \\ I I I 315 - - -- - - -- - - - - - - -- -f ---- - - - --I 1 0. i I I I I I I I I Existing Grade v 310 \ i ( 21' -6"x 11' -6" Oblong Opening ------ - - - - - - - - -- -- - -- I ------------- I - - - - -- -310 -- 305 - ----------- - - - - -- -!- - - -- -- - -- -- - I 305 ----- - - - - -- ----- - - - - -- I r z o f I I I I I I I I I (,a I 300 _ I °, L- - - - - -- L - -- --- I- - - - - -- -- - - - - -- -- ----- - - - - -- -- - -� L -- ------ !- - - - - -- - - - - - -- 300__J - 0) l ! o f I I I I I I I I I I Scale: I ! 1 '= 30' H I I I I 1"= 5' V I I L - -� -- a` - - - - - -- 16 17 18 19 U 30 FINISI LINE FINIS LINE b Ok / — o JMITS OR CULVERT FOOTING'QUANTITIES 1 PE i Fs oo�t PLAN WEST HEADWALL N.T.S. (� CULVERT CL r DIA. WEEPHOLE (TYP•) v1 elV - V.Y. ELEVATION WEST HEADWALL N.T.S. II H 6. o / — o NITS 011 CULVERT FOOTING 'QUANTITIES t box, wall I" PEJF (TYP.) rye ,z' / V�CL 4" DIA. WEEPHOLE PLAN EAST HEADWALL N.T.S. CL CULVERT ELEVATION EAST HEADWALL N.T.S. GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. �q Y r , k? NEUSE RIVER ZONE 1 BUFFER DISTURBED E Y r , k? NEUSE RIVER ZONE 1 BUFFER DISTURBED 8,515 SF NEUSE RIVER ZONE 2 BUFFER DISTURBED 5,279 SF 5 TI 2,830 SF 13,794 SF LINEAR FEET OF STREAM DISTURBED 107 EXTEN. EXTENSION E.F. EACH FACE F.F. FAR FACE MAX. MAXIMUM MIN. MINIMUM N.F. NEAR FACE SITE PREFORMED EXPANSION JOINT FILLER QTY. QUANTITY REINF. S* SER. SERIES SHT. SHEET SPA. r T &B TOP AND BOTTOM OU ppP�+ ti a �'¢yy99�a air �a g v B7h c r "''Po' IV,Itm�, N N M N 0 CL Of 5 l- N Lu p V U TOTAL NEUSE RIVER BUFFER DISTURBANCE NEUSE RIVER ZONE 1 BUFFER DISTURBED 8,515 SF NEUSE RIVER ZONE 2 BUFFER DISTURBED 5,279 SF AREA OF CREEK DISTURBED 2,830 SF TOTAL NEUSE RIVER BUFFER DISTURBED 13,794 SF LINEAR FEET OF STREAM DISTURBED 107 TOWN PROJECT NUMBER: 11- 80000012 1 LEGEND C.J. CONSTRUCTION JOINT CLR. CLEAR CONC. CONCRETE DIA. DIAMETER DIM. DIMENSION EXTEN. EXTENSION E.F. EACH FACE F.F. FAR FACE MAX. MAXIMUM MIN. MINIMUM N.F. NEAR FACE PEJF PREFORMED EXPANSION JOINT FILLER QTY. QUANTITY REINF. REINFORCING SER. SERIES SHT. SHEET SPA. SPACING T &B TOP AND BOTTOM TYP. TYPICAL TOWN PROJECT NUMBER: 11- 80000012 1 .'SAW" I REALTY CORPORATION 3005 Carrington Mill Blvd Suite 100 Morrisville, NC 27560 Phone: 919 461 -8000 Fax: 919) 461 -8090 ? O r-I Q• N A 16 ' �M c• U T � ui s CL 0 z «5 U V rti rW �VJ W Q U � sio '• :Q _ SEAL - : 031180 a � a N N M N 0 CL Of 0 l- N Lu p V U Z p m p ii p LO n LO co All All V) to o O mom, 3 � v (! O U N O CID N W z J Q J _J a. N I_ I_ O w Z � O o _ � Z Q W Q N z �? X J W m Y �' °o Z 9 a. _! w Z (/ Q 0 W U O V W r°7 0 Z 0 4 > 0 J 0 m Z 0 U J w Q aC U W Y p Drawing Number: 23/ 31 Duke Realty Job Number: PPK- 000 -01 ACD Job Number: 11- 0061 -04NC