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HomeMy WebLinkAbout20080737 Ver 9_Modifications_20180601Staff Review i�#* 20080737 Version* 9 Is this project a public transportation project? * Is this a DOT F Yes f No project?* Reviewer List:* Select Reviewing Office:* Submittal Type:* 401 Application C•' Yes �' No Joanne Steenhuis:eads\jhsteenhuis Wilmington Regional Office - (910) 796-7215 Does this project require a request for payment to be sent? * r Yes r• No Water Resources ENVIRONMENTAL �UPLITV Project Submittal Dated 6/1/2018 * Please note: fields marked with a red asterisk beloware required. You will not be able to submit the form until all mandatory questions are ans�red. Project Type:* �' New Project C' Pre-Application Submittal C' More Information Response r Other Agency Comments l' For the Record Only (Courtesy Copy) New Project - Please check the new project type if you are trying to submit a new project that needs an official approval decision. Pre-Application Submittal - Please check the pre-application submittal if you just want feedback on your submittal and do not have the e�ectation that your submittal will be considered a complete application requiring a formal decision. More Information Response - Please check this type if you are responding to a request for information from staff and you have and ID# and version for this response. Other Agency Comments - Please check this if you are submitting comments on an ebsting project. Project Contact Information Name: Email Address:* Project Information Project Name:* Kristi Lynn Carpenter for Phillip Harris III Who is subrritting the irrforrration? pharris@ncdot.gov Fayetteville Outer Loop (X 0002 B&C, U-2519 AA, AB, BA, BB, CA, CB, DA&E) Is this a public transportation project? * C•' Yes C' No Is the project located within a NC DCM Area of Environmental Concern (AEC)?* C' Ye�" No �' Unknown TI P#: WBS#: U-2519BA & BB 34817.3.13 (Applies to DOT projects only) County (ies) * Hoke Robeson Please upload all files that need to be submited. C7ick the upload button or drag and drop files here to attach docurrent U-2519 BA BB Modification Cumberland Hoke — 24.45MB Robeson, May 30 2018.pdf Only pdf or Ivre files are accepted. Describe the attachments: Original request sent via email. * rJ By checking the box and signing box below, I certify that: o I have given true, accurate, and complete information on this form; o I agree that submission of this form is a"transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY') o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AcY'); o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the online form." Signature: ::�jr'�ltr'�j+rrr ['��r�t�.r�frt Submittal Date: STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR May 31, 2018 Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 ATTN: Ms. Liz Hair NCDOT Coardinator JAMES H. TROGDON, III SECRETARY Subject: Request for Modification to Individual Section 404 and Section 401 Water Quality Certification for Fayetteville Outer Loop from I-95 South of Fayetteville to NC 24-87, Cumberland, Hoke, and Robeson Counties. Federal Aid Project No. NHP-0620(031), State Project No. 34817.3.13, TIP Nos. X-0002 B& C, and U-2519 AA, AB, BA, BB, CA, CB, DA, & E. Debit $570 from WBS 348173.13 References: Section 404 and 401 Individual Permit Application requested Apri125, 2008 Section 404 Individual Permit issued October 23, 2008 (SAW-2008-01413) Section 401 Water Quality Certification issued October 6, 2008 (20080737) Section 404 and 401 Modification requested May 21, 2010 Section 401 Modification issued June 3, 2010 (20080737 v.2) Section 404 and 401 Modification requested October 7, 2010 Section 401 Modification issued December 16, 2010 (20080737 v.3) Section 404 Modification issued December 21, 2010 (SAW-2008-01413) Section 401 Modification issued May 22, 2014 (20080737 v.4) Section 404 Modification issued June 24, 2014 (SAW-2008-01413) Section 401 Modification issued January 19, 2017 (20080737 v.5) Section 404 Modification issued April 26, 2017 (SAW-2008-01413) Section 401 Modification issued May 5, 2017 (20080737 v.6) Dear Madam: The purpose of this modification request is to provide final design and impact calculations for U- 2519 BA & BB which were in preliminary design when the original permit was requested in 2008. As you are aware, several sections of X-0002 B& C and U-2519 are constructed or currently under construction. U-2519 BA is an approximately 3.77 mile section of the Fayetteville Outer Loop that begins south of SR 1003 (Camden Road) and extends to south of SR 1104 (Strickland Bridge Road). U-2519 BB is an approximately 1.25 mile section of the Fayetteville Outer Loop that begins south of SR 1104 (Strickland Bridge Road) and extends to south of US 401. Mailing Address: Telepho�ae: (919) 707-6000 Locntiori: NC D�PARTMENT OF TRANSPORTATION Fax: (919) 2�0-4224 1020 BIRCH RIDGE DRIVE ENVIRONMENTAL ANALYSIS iJNIT Czistomer Service: 1-877-368-4968 RALEIGH, NC 27610 1598 MAIL SERVICE CENTER RAI..EIGH, NC 27699-1548 Website: www.ncdot.gov There will be 1,463 linear feet of permanent stream impact and 2671inear feet of temporary stream impact associated with construction of the U-2519 BA & BB sections. Permanent impacts to wetlands total 7.67 acres due to fill, excavation, and mechanized clearing on the project. A total of <0.01 acre of temporary wetland impacts and 0.62 acre of hand clearing will occur due to project construction. Please see the enclosed 4B & 4C Merger Meeting minutes, Stonnwater Management Plans, permit drawings, roadway plans, and a revised Privateer Wetland and Stream Mitigation Site Debit Ledger for sections U-2519 BA & BB. Surveys for all federally-protected species listed for Cumberland County were updated in June 2016. A biological conclusion of "no effect" remains current for all species except the red- cockaded woodpecker (RCW). A Biological Opinion was issued on Apri128, 2005; however, the 2016 report for sections U-2519 BA & BB states that "no RCW cavity trees will be impacted or `taken' by the project." Table 1. U-2519 BA Wetlands Im acts Riverine or Permit Site FEIS Site ID Non- Permanent � Temporary Mitigation Number Riverine Impacts (ac.) Impacts (ac.) Required** 1 Z60 Non-Riverine 1.85 0 Yes 2A Z59 Non-Riverine 2.91 0 Yes 2B Z59 Non-Riverine 0.16 0 Yes 3 Z57 Non-Riverine 0.80 0 Yes 4 Z56 Riverine 0.03 <OA 1 Yes 5 Z55 Riverine 0.04 0 Yes 6 Z55 Riverine 0.93 0 Yes 7 WB Non-Riverine 0.39 0 Yes Total: 7.11 <0.01 Notes: Rounded totals are sum of actual impacts * Includes fill, excavation, and mechanized clearing. ** For permanent impacts. Hand clearing: Site 4- 0.60 ac. Table 2. U-2519 BB Wetlands Im acts Permit Site Riverine or permanent Temporary FEIS Site ID Non- � Number � Impacts (ac.) Impacts (ac.) verine 1 Z9 Riverine 0.13 0 2 Z9 Riverine 0.34 0 4 Z7 Riverine 0.08 0 5 WA Riverine 0.02 0 Total: 0.56 0 Notes: Rounded totals are sum of actual impacts * Includes fill, excavation, and mechanized clearing. ** For permanent impacts. Hand clearing: Site 4- 0.02 ac. Table 3. U-2519 BA Surface Water Site Waterbody Number �pacts and D Permanent lf. ac. Temporary Type of lf. ac. Stream Mitigation Required** Yes Yes Yes Yes Mitigation Reqwred** 1 UT to Rockfish 494 0.03 13 <0.01 Perennial Yes Creek Z60 1* UT to Rockfish 25 <0.01 12 <0.01 Perennial Yes Creek Z60 Total: 519 0.03 25 <0.01 Notes: ** For permanent impacts Table 4. U-2519 BB Surface Water Im acts and Descri tions Permit Permanent Temporary Type of Mitigation Site Waterbody Stream Re uired** Number lf. ac. lf. ac. q 2 UT to Little 100 <OA 1 20 <OA 1 Intermittent Yes Rockfish Creek Z9 3 Bones Creek (BC) 145 0.01 60 <0.01 Intermittent Yes 4 UT to Little 364 0.02 35 <0.01 Intermittent Yes Rockfish Creek Z7 5* Stewarts Creek (SA) 11 <0.01 0 0 Perennial Yes 6 UT to Little 0 0.17 0 0 Intermittent Yes Rockfish Creek Z9 � UT to Little 126 0.01 36 <0.01 Intermittent Yes Rockf"ish Creek (Z9 g UT to Little 199 0.02 45 <0.01 Intermittent Yes Rockfish Creek (Z9) 9 UT to Little 0 0 45 <0.01 Intermittent Yes Rockf"ish Creek (Z9 Total: 945 0.24 241 <0.01 Notes: ** For permanent impacts Compensatory Mitigation Compensatory mitigation for the 7.67 acres of permanent wetland impacts will be debited from the Privateer Wetland and Stream Mitigation Site. This brings total project wetland impacts to 51.35 acres. The 1,4281inear feet of stream impacts requiring mitigation will also be debited from the Privateer Wetland and Stream Mitigation Site, bringing the total project stream impacts to 12,292 linear feet. A revised debit ledger for the Privateer Wetland and Stream Mitigation Site is attached to this modification request. Utility Impacts Utility relocations will be accomplished by means of directional bore in jurisdictional areas. Therefore, no jurisdictional impacts due to utility relocations will occur. Please see the attached Utility Enviromnental Permit Narratives for more detailed descriptions of utility relocations. Regulatory Approvals U-2519 BA & BB have a combined letting date of September 18, 2018 and a review date of June 26, 2018. Section 404: We are hereby requesting the modifications described above and an expiration date of July 1, 2021 for the USACE Individual 404 Permit signed October 23, 2008 (SAW-2008-01413), for the above-described activities. Section 401: We are hereby requesting a modification to the 401 Water Quality Certification from the NCDWR issued October 6, 2008 (DWQ No. 003278). In compliance with Section 143-215.3D(e) of the NCAC, please debit $570.00 from WBS 34817.3.13 for processing the Section 401 permit modification. A copy of this modification request and its distribution list will be posted on the NCDOT website at: httns://connect.ncdot.eov/resources/Environmental. Thank you for your assistance with this project. If you have any questions or need additional infonnation, please contact Tyler Stanton at 919-707-6156 or tstanton@ncdot.gov. Sincerely, DocuSigned by: �� " � 33883EFFDOF44D3... ,� Philip S. Harris III, P.E., C.P.M., Unit Head `�° Environmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List. Privateer WM 026-005 The Privateer Farms Restoration Site (Site) is located in Bladen and Cumberland Counties, North Carolina, approximately fourteen miles southeast of Fayetteville. Prior to restoration, land use on the Site over the past 20 years had been primarily row crop agriculture. Stream and riparian functions on the Site had been severely impacted as a result of agricultural conversion. Harrison Creek had historically meandered through the Site, but was channelized in the early 1980s to reduce flooding and provide a drainage outlet for the extensive network of ditches excavated across the Site. Subsequent to channelization, Harrison Creek existed as a large canal running straight through the Site. Restoration activities for the Site involved moving the stream channel back to its historic location and elevation, and filling drainage ditches to raise the local water table and restore wetland and stream hydrology. The plan also included scarification of the fields and breaking of the local plow pan to increase surface water storage and provide a range of hydrologic conditions suitable for a variety of native wetland plant species. The restoration plan for the Site predicted the restoration of 405 acres of riverine wetlands, 25 acres of riverine wetland enhancement, and 33,985 linear feet (LF) of stream restoration. Following construction, the as-built data indicated that the total area of restored riverine wetlands was 402.5 acres (excluding 2.5 acres for road accesses), with 25 acres of enhanced riverine wetlands, and 34,005 LF of restored stream channel. As of fall 2009, the Site has met all prescribed hydrologic and vegetative monitoring criteria and been recommended for closeout. To offset unavoidable wetland and stream impacts associated with T.I.P. U-2519 BA/BB, the Privateer Mitigation Site will be debited 1 ac of Riparian wetland for 1 acre of Riparian wetland impact, 20.01 acres of Riparian Wetland for 6.67 acre of non-riparian wetland impact, and 2142 linear feet of stream for 1428 linear of stream impacts. These debits and credits are reflected in the following ledger. HUC � Mitigation Type 30300041Stream Restoration 3030004 Riparian Wetland Restoration Starting Amount � Additional Notes 256761**Out of service area ratios: 1.5:1 ratio or stream impacts 3:1 for wetland mpacts 185.581**Out of service area ratios: 1.5:1 ratio �or stream impacts 3:1 for wetland m pacts Privateer WM 026-005 TYPE DEBITAMOUNT Status SITE TIP AID#n Notes S REST -25676 Close From EEP for Credits transferred from EEP. **Out of service Out U-2519/X-2 area ratios: 1.5:1 ratio for stream impacts 3:1 for wetland impacts 5_REST -918 Close U-2519C6, DA 2008- 612 If reduction @ 1.5:1 Out Mod 01413 S_REST -529.5 Close U-2519CB, DA 2008- 353 If reduction @ 1.5:1 Out Mod 01413 S_REST 214.5 Close U-2519CB, DA 2008- 143 If addition @ 1.5:1 Out Mod 01413 S_REST 615 Close X-0002C Site 2008- 410 If addition @ 1.5:1 Out 8 Mod 01413 S REST 852 Close U-2519CA 2008- 568 If addition @ 1.5:1 Out Mod 01413 S_REST 1329 Close U-2519, X- 2008- 886 If addition @ 1.5:1. Unable to Confirm in Out 0002 Mod 01413 permits. Taken from old ledger (Math works S_RESTI 1518 Close R-4903 Out S REST 8329 Close EEP Out S_REST 18519 Close U-2519, X- Out 0002 S REST 2142 Close U-2519 BA BB Out 2009- 1012 If of impacts @ 1.5:1. 00655 ite transferred to EEP 008- 12,346 If @ 1.5:1. Original Permit 1413 1428 If @ 1.5:1 Privateer WM 026-005 �PE AMOUNT Status SITE TIP AID#n Notes RW REST -101.76 Close From EEP Credits transferred from EEP. **Out of Out for U- service area ratios: 1.5:1 ratio for stream 2519/X-2 impacts 3:1 for wetland impacts RW REST -39.6 Close From EEP Credits transferred from EEP. **Out of Out for R-2303 service area ratios: 1.5:1 ratio for stream impacts 3:1 for wetland impacts RW REST -23.86 Close From EEP Credits transferred from EEP. **Out of Out for U- service area ratios: 1.5:1 ratio for stream 2519/X-2 impacts 3:1 for wetland impacts RW REST -20.36 Close From EEP Credits transferred from EEP. **Out of Out for U-2519 service area ratios: 1.5:1 ratio for stream impacts 3:1 for wetland impacts RW_REST -0.6 Close U-2519C6, 2008- 0.2 ac reduction @ 3:1. Out DA Mod 01413 RW_REST -0.06 Close U-2519CB, 2008- 0.02 ac reduction @ 3:1. Out DA Mod 01413 RW_REST 0.15 Close R-2303A 1992- Permit Mod 0.5 ac impacts @ 3:1 Out 03237 RW_REST 1.14 Close U-2519CB, 2008- 0.38 ac addition @ 3:1. Out DA Mod 01413 RW REST 1.29 Close X-0002C 2008- 0.43 ac addition @ 3:1. Out Site 8 01413 RW REST 5.1 Close U-2519E Unable to Confirm. Unknown what the Out source of this debit is. RW REST 6.99 Close U-2519CA 2008- 2.33 ac addition @ 3:1. Out Mod 01413 RW REST 7.38 Close R-2303A 1992- Out 03237 RW_REST 145.29 Close U-2519, X- 2008- 48.43 ac @ 3:1. Original Permit Estimate for Out 0002 01413 all sections RW REST 216.92 Close EEP Site Transferred to EEP Out RW_REST 1 Close U-2519 1 ac Riparian Wetland impact @ 1:1 ratio Out BA/BB RW_REST 20.01 Close U-2519 6.67 ac Non-Riparian wetland impact @ 3:1 Out BA/BB Memorandum of Meeting Date: March 23t'', 2016 Place: NCDOT, Hydraulics Unit Conference Room, 11:00 A.M. Team Members: Mason Herndon (NCDWR) Liz Hair (USACE) Dr. Cynthia Van Der Wiele (USEPA) Travis Wilson (NCWRC) Ron Lucas (FHWA) — Absent Gary Jordan (USFWS) - Absent Others Present: Paul Atkinson, PE (NCDOT- Hydraulics) Brook Anderson, PE (NCDOT- Hydraulics) Jeff Meador. PE (RK&K) Alexis Stys, EI (RK&K) Randy Wise (NCDOT- Div. 6) Jim Rerko (NCDOT- Div. 6) Mark Staley (NCDOT- REU) Jay Mclnnis (NCDOT- PDEA) Hemal Shah (NCDOT- TPB) John Schriner (Wetherill- Utilities) Sam St. Clair (NCDOT Roadway) Kevin Fischer (NCDOT Structures) Tyler Stanton (NCDOT- NES) Subject: NEPA\404 Merger Team - Concurrence Point 4B Meeting U-2519BA - Fayetteville Outer Loop from South of SR 1003 (Camden Road) to South of SR 1104 (Strickland Bridge Road), Cumberland County, Division 6 The Concurrence Point 4B Meeting for U-25196A in Cumberland County was held on February 17t'', 2016 in accordance with NCDOT policy. The following items were discussed and conclusions reached: Jeff Meador opened the meeting with introductions and a brief description of the project. Jeff continued by providing a summary of the preliminary drainage design at each jurisdictional feature on the plans. The following comments and decisions were reached. Sheets 2B-1 � 2B-2: No jurisdictional features Sheet 2B-3: This site is at a detour alignment for Camden Road. There are no impacts to the wetlands on the south side of the road for the detour. The impacts on the north side are within the footprint of the wetlands required for the permanent construction which is shown on Sheet 6. The wetlands on the north side of the road will be a total take. Sheets 2B-4 - 2B-7: No jurisdictional features Sheet 4& 5: Roadway drainage at this site includes a 66" RCP-IV with a wetland at the inlet and outlet end of the pipe. The pipe will not be buried. • Mason Herndon asked if there was a UT to Rock Fish Creek within the wetland. Mason will verify that this is not a jurisdictional stream. • As a general comment erosive velocities are a concern where ditches enter wetlands. This is especially an issue with steeper ditch slopes. Ditch velocities will be designed to be non-erosive where they enter wetlands and steep ditch grades will be avoided. • Sediment releases have been an issue with hand clearing adjacent to slopes near wetlands. It was requested that these areas be permitted as mechanized clearing with at least 5-10' impact beyond the proposed slope stake for erosion control measures and temporary sediment storage. Sheets 5� 6: Roadway drainage at this site includes a 60"/72" RCP cross pipe connected with multiple junction boxes and gore area tie-ins with a wetland at the inlet and outlet end of the piped system. Storm drainage from the ramp gores and surrounding areas was brought in via junction boxes to minimize ditching to the edge of wetlands. The pond under -Y13RPC- at approximately Sta. 19+50 is non jurisdictional. Sheet 6: At -Y13- Sta. 58+00 +/- the proposed crossing will be 2 42" pipes that are not buried. The wetland on the left side of the roadway will be a total take. The majority of the storm drainage for the roadway was brought to left side of the road to minimize ditching to the edge of wetlands on the right side of the road. Sheet 7& 8: There is an existing pond upstream of the wetland at -Y13RPA- that outlets to a swale that will be filled in by the ramp. The proposed drainage design at this location includes a ditch through the wetland to convey this water past the ramp. The drainage area to this location is approximately 15 acres and toe protection alone is not sufficient to protect the slope. The proposed ditch will be designed not to be lower than the existing swale to avoid draw down effects. It was noted that there is an existing swale that is not drawing the wetland down and a new ditch at a similar depth may not have any additional effect. Sheet 9: This site includes a proposed bridge to span the entire limits of UT to Stewarts Creek and the wetlands in the flood plain. • NCDOT committed to span the entire wetland with a 15' offset from the toe of fill to the wetland. There will be impacts for the proposed piers and any work bridge that is required. • The ditches bringing the proposed roadway drainage to the wetland will be checked for erosive velocities and steep slopes. • A work bridge and not a work-pad will be required at this site to avoid compaction. • Deck drains are not required for the proposed bridges. Sheet 10: The proposed roadway drainage at this site includes a 42" RCP. A junction box near the exit of the pipe has been added to lower the velocity exiting into the wetland since there is a large elevation difference from the upstream to downstream end of the pipe. Sheets 11-12: No impacts to jurisdictional features. Sheet 13: The site includes two wetlands tied together with an existing 18" RCP. The roadway drainage proposes removal of this pipe and connecting the wetlands with a standard base ditch. To receive mitigation credit it was requested that the existing access road be removed and returned to the original contours between the wetlands. The proposed roadway drainage includes a 54"/60" cross-pipe (not buried) with storm drain systems from the roadway drainage tied in to the cross pipe. This large proposed pipe system outlets into an existing jurisdictional pond which is proposed to be rock filled to avoid water in the ROW. Mason asked if any BMP was provided in this area. Jeff responded that this area mostly includes inlets picking up grass lined ditches but further options will be investigated for feasibility. Sheet 14-30: No jurisdictional features R:\Hydraulics\DOCUMENTS\U-2519BA_4B Meeting Minutes.doc Memorandum of Meeting Date: March 7, 2017 Place: NCDOT, Structures Unit Conference Room, 9:00 A.M. Team Members: Ron Lucas (FHWA) Joanne Steenhuis (NCDWR) Liz Hair (USACE) - Phone Dr. Cynthia Van Der Wiele (USEPA) - Phone Travis Wilson (NCWRC) - Phone Gary Jordan (USFWS) - Absent Others Present Jeff Meador. PE (RK&K) Alexis Stys, EI (RK&K) Paul Atkinson, PE (NCDOT- Hydraulics) Brook Anderson, PE (NCDOT- Hydraulics) Keith Paschal (NCDOT-SMU) Mark Staley (NCDOT- REU) Jim Rerko (NCDOT- Div. 6) Hemal Shah (NCDOT- TPB) Sam St. Clair (NCDOT Roadway) Jay Mclnnis (NCDOT- PDEA) Randy Wise (NCDOT- Div. 6) Nabil Hamdau (NCDOT Utilities) Chris Rivenbark (NCDOT - NEU) Subject: NEPA\404 Merger Team - Concurrence Point 4C Meeting U-2519BA - Fayetteville Outer Loop from South of SR 1003 (Camden Road) to South of SR 1104 (Strickland Bridge Road), Cumberland County, Division 6 The Concurrence Point 4C Meeting for U-2519BA in Cumberland County was held on February 15tn 2017 in accordance with NCDOT policy. The following items were discussed and conclusions reached: Jeff Meador opened the meeting with introductions and a brief description of the project. Jeff continued by providing a summary of the impacts/design at each site. The following comments and decisions were reached. Site 1(Permit Sheets 4-9): As requested at the 4B meeting, NCDOT evaluated this site to determine if there was a jurisdictional stream within the wetland. NCDOT determined that there was a stream within the wetland. The crossing includes a 72" RCP buried 1' below the stream bed with rip-rap shown on the banks only. Site 2A (Permit Sheets 9-19): This site is all one large wetland with a 66" RCP. The 10-year outlet velocity to the wetlands is 1.8 ft/s with a Q10 of 180.0 cfs. Jim Rerko commented that the velocity value seemed low for the amount of discharge. Mr. Meador responded that the outlet pad is large for a 66" pipe outlet and the area is flat, producing an allowable V10. At the 4B meeting it was discussed that the pond at Ramp C 19+50 +/- is not jurisdictional. However, it shows up with a wetland boundary on the permit drawings. Chris Rivenbark will check to confirm that the pond is not jurisdictional and the boundary will be removed from the drawings. Site 2B (Permit Sheets 20-22): The portion of the wetland on the inlet end of the pipe is a total take. The temporary on-site detour for -Y13- is shown in light grey on the sheet. The detour does not create any additional impacts relative to the final design. Site 3(Permit Sheets 23-25: There is an existing pond upstream of this site with no apparent outlet control device which is located along the ramp. There is also a proposed drainage area of approximately 22.5 acres draining to this location. These factors require a proposed ditch through the wetland to protect the roadway fill slope. The proposed ditch grade was minimized to minimize drawdown impacts. Site 4(Permit Sheets 26-291: The site includes a bridge spanning the UT to Stewarts Creek and wetlands. No deck drains are required for the bridge. There is a minimum 15 foot offset between the wetland boundary and the toe of slope. A temporary work bridge is provided for construction and is shown on the permit drawings (dashed line under bridge). Currently the design of the work bridge is under review from the structures unit. It is noted on the final summary sheet that the work bridge impacts are not final until approval of the work bridge. Site 5(Permit Sheets 31-32): A junction box with a manhole added to the cross pipe to create a drop in the system to dissipate energy before the water outlets into the wetland. The outlet pipe from the junction box is proposed at a 0.4% slope maximum and is noted on the roadway plans. Site 6(Permit Sheets 33-35): Rock fill proposed in the pond to eliminate standing water inside the right- of-way. He also noted that in the 46 meeting a request was made to determine if a BMP could be designed in this area. Mr. Meador explained that because of the steep contours, the roadway grade, and the way that the wetlands extend up the hillside a BMP was not feasible. Jim Rerko asked if the TDE in areas were no drainage is proposed was for erosion control devices, which Mr. Meador confirmed. As requested at the 4B meeting the existing dirt road and cross pipe on the right side of the proposed road is being removed and returned to natural contours. Site 7(Permit Sheets 36-38): This site was not discussed at 4B meeting because it had not been identified as a wetfand at that time. The area was determined to be a wetland after further investigation. The crossing consists of a 48"/54" pipe with a 10-year outlet velocity of 1.4 ft/s. There is a new residential development under construction just north of the site. Other Discussion: Dr. Van Der Wiele asked if there were equalizer pipes used on the project. Mr Meador responded that there were not since all of the crossings had topography that keeps water moving from one side of the road to the other. Joanne Steenhuis asked if impacts noted as <0.01 acres could be reported as square footages so that impacts can be accounted for accurately in DEQ's system. Chris Rvienbark noted that the impacts are being reported per NCDOT's standard procedure and that square footage impacts are being added together behind the scenes in the summary spreadsheet. Chris noted that NCDOT will work with DEQ to make sure they have adequate information. R:\Hydranlics\DOCUMENTS\U-2519BA_4C Meeting Minutes.doc Subject: U-2519BB - Fayetteville Outer Loop from South of SR 1104 (Strickland Bridge Rd.) to South of US 401 in Cumberland County Date: 3/21/2016 Minutes of Interagencv 4B Hvdraulics Design Review — 2/17/2016 An Interagency 4B Hydraulics Design Review meeting was held on February 17, 2016 at 9:45 AM in the NCDOT Century Center Hydraulics Conference Room. The purpose of the meeting was to discuss the environmental impact concerns that may be encountered wl�ile completing the hydraulic design that will be provided by Mull�ey Engineers and Consultants for U-2519BB. Team Members: Paul Atkinson (I'resent) NCDOT — Hydraulics Ron Lucas (Absent) FHWA Liz Hair (via phone) USACE Travis WIlson (via phone) NCWRC Dr. Cynthia Van Der Wiele (Absent) USEP1� Mason Herndon (Present) NCDWR Participants: Jay McInnis Mark Staley Hemal Shah Tyler Stanton Chris Rivenbark Randy Wise Jim Rerko John Schriner Sam St. Clair Brook Anderson David Bocker Jay Subedi NCDOT — PDEA NCDOT — REU NCDOT — TPB NCDOT — NES NCDOT — NES NCDOT — Division 6 NCDOT — Division 6 Wetherill Utilities NCDOT — Roadway NCDOT — Hydraulics Mulkey E&C Mulkey E&C 919-707-6707 910-308-4021 patkinsonnncdot.gov sarah. e.hari n usace. army. mil mason.herndon(c�ncd enrgov 919-707-6029 jmcinnis o,ncdot.gov 919-707-2948 mstale ,ncdot.gov 919-707-0992 hishah a,ncdot.gov 919-707-6156 tstanton ,ncdot.gov 919-707-6152 crivenbark(c�ncdotgov 910-486-1496 rwise e ncdot.gov 910-437-0207 jrerko cr,ncdot.gov 919-851-8077 jschrinern,wetherilleng.com 919-707-6321 sstclairnae ncdot.gov 919-707-6706 beanderson ena ncdot.�� 704-566-4342 dbockernao,mulke�inc.com 704-566-4306 jsubedi e,mulkevinc.com The following is a brief summary of the discussions on the project: Introductions were made by all in attendance. David Bocker (Mulkey Engineers & Consultants) proceeded to give an overview of the project and its location along the Fayetteville Outerloop coxridor and then proceeded with the review of the project. General • All waters within the project are Class `C' (suitable for aquatic life propagation and survival, fishing, wildlife, secondary recreation, and agriculture). • Project falls within the Cape Fear River Basin, more specifically� to Rockfish Creek & Stewarts Creek. • Grass Swale treatment will occur throughout the project in the median and in areas where flat slopes can be maintained. • Cross pipes in jurisdictional streams will be buried 1 ft for pipes greater than 48 inches and 20% of the pipe diameter for culvert less than 48 inches in diameter to provide for fish passage. • By request of NCDWR, Mulkey will evaluate the feasibility of eliminating outlet riprap in the bed of the JS at each crosspipe location to minimize stream impacts. Sheet 5 • The E�sting 53"x41" CSPA is to be xeplaced with 72" RCP (Uuried 1 ft) with standard riprap apron at 24+50 Ramp C. • Wetlands are located between Ramp C& the mainline -L-; roadway fill slopes "outside" of the interchange will be minimized to 3:1 to minimize impacts. • A 72" RCP (buried 1 ft) with standard riprap apron is proposed at —L- 545+00. NCDOT- Roadway stated that fill slopes would need to remain 4:1 inside the interchange. • Ditches in quadrant that drain to wetlands will be designed to provide non-erosive velocities • As part of the drainage design, the e�sting 54" pipe in quadrant B will be removed. Mulkey asked if the removal of the 54" pipe can offset total project impacts. It was determined that the removal of the 54" pipe will be credited to the overall project and thus offset the total stream impacts. • A 66" RCP (buried 1 ft) with standard riprap apron is proposed at 25+75 Ramp B. Sheet 6 • Proposed 66" RCP (buried 1ft) with standard riprap apron is proposed at —L- 569+00. • Fill slopes will be reduced to 3:1 in the wetland areas to minimize wetland impacts. • Ditch from line back to be designed to provide non-erosive velocities. The Division expressed concern with ditches on steep slopes; past experience shows that riprap is ultimately needed in this area of the state due to the soil rype. It is recommended that riprap be considered for any ditches over 4%. • Additionally, for permit drawing purposes; based on discussions with NCDOT field personnel and contractors, NCDWR suggest using 5-10' of inechanized clearing beyond the fill slopes at wedand impact areas for erosion control measures and sediment storage. A substanrial increase in the number of sediment releases impacting adjacent jurisdictional resources have been noted over the past few years because erosion control measures placed at the toe of fill are being overwhelmed. Sheet 8 • Mulkey pointed out that stream crossing (2 @ 78"x108" CMP) to the west of the project (Stewart Creek) was not included in the wetland file provided by NES. It is anticipated that this stream will be considered JS; however, NES will confirm. • Proposed ditch along —Y17- will oudet at JS; therefore Riprap at Embankment Detail is proposed to provide bank stabilization. Sheet 12 • Pond impacts at 63+00 RT; roadway fill slopes will be "rock fill in pond", see detail. This ensures that if pond is groundwater fed, that it has opportuniry to drain out. Proposed R/W will be pulled in and minimized. • Mulkey pointed out that the JS line shown from the pond outlet does not extend downstream to the JS at the proposed cul-de-sac and was not included in the wedand file provide by NES. NES will confirm. • Those present from the Merger Team did not have objecrion to rerouting the e�sring channel on —SR2- to the cul-de-sac that is cut off (between 14+00 and 15+50 R'I�. • Proposed 60" RCP (buried 1ft) with standard riprap apron at —SR2- Cul-de-sac. • Proposed 54" RCP (buried 1 ft) with standard riprap apron at Y17- 65+75. Also, slopes to be reduced to 3:1 to min_imize stream impacts. Sheets4,7,9,10,11,13,14,15,&16 • No jurisdictional streams ox wedands, therefore, no impacts. Subject: U-2519BB - Fayetteville Outerloop from South of SR 1104 (Strickland Bridge Rd.) to South of US 401 in Cumberland County Date: 3/23/2017 Minutes of Interagencv 4C Hydraulics Design Review — 2/15/2017 An Interagency 4C Hydraulics Design Review meeting was held on February 15, 2017 at 11:00 AM in the NCDOT Century Center Structures Design Conference Room. The purpose of the meeting was to review the permit drawings and impacts associated with the hydraulic design completed by CAI�YX Engineers and Consultants for U-2519BB. Team Members: Ron Lucas (via phone) PHWA Liz Hair (via phone) USACE Travis Wilson (via phone) NCWRC Dr. Cynthia Van Der Wiele (via phone) USEPA Joanne Steenhuis (I'resent) NCDWR Participants: Paul Atkinson Brook Anderson Jay McInnis Mark Staley Hemal Shah (via phone) Chris Rivenbark Randy Wise Jim Rerko Gary Lovering Sam St. Clair David Bocker Jay Subedi J.R. Hopson NCDOT — Hydraulics NCDOT — Hydraulics NCDOT — PDEA NCDOT — REU NCDOT — TPB NCDOT — NES NCDOT — Division 6 NCDOT — Division 6 NCDOT — Roadway NCDOT — Roadway CALYX E&C CALYX E&C CALYX E&C 910-308-4021 sarah. e.hari(a) usace.armv.mil j oannesteenhuisn,ncdenr.gov 919-707-6707 patkinsonn,ncdot.gov 919-707-6706 beanderson(a�ncdot.gov 919-707-6029 jmcinnis e ncdot.gov 919-707-2948 mstale�(r�c ,ncdot.v� 919-707-0992 hishahn.ncdot.gov 919-707-6152 crivenbark(a�ncdotgov 910-486-1496 rwise e,ncdotgov 910-437-0207 jrerko e,ncdot.gov 919-707-6271 glovering�c�ncdot.gov 919-707-6321 sstclairnae,ncdot.gov 704-566-4342 dbodcer ,CALYXengineers.com 704-566-4306 jsubedinu,CALYXengineers.com 704-566-4317 �hopson�a CAL1'�engineers.com The following is a brief summary of the discussions on the project: Introductions were made by all in attendance. David Bocker (CALYX Engineers & Consultants) proceeded to give an overview of the project and its location along the Fayetteville Outerloop corridor and then proceeded with the review of the project and permit drawings. General • All waters within the pxoject are Class `B' (suitable for aquaric life propagation and survival, fishing, wildlife, secondary recreation, and agriculture). • Project falls within the Cape Fear River Basin, more specifically to Rockfish Creek & Stewarts Creek. • Grass Swale treatment will occur throughout the project in the median and in areas where flat slopes can be maintained. • Cross pipes in jurisdictional streams will be buried 1 ft for pipes greater than 48 inches and 20% of the pipe diameter for culvert less than 48 inches in diameter to provide for fish passage. • By request of NCDWR at the 4B meeting, CALYX evaluated the feasiUility of eliminating outlet riprap in the bed of the JS at crosspipe locations to minimize stream impacts. After the 4B meeting, it was determined that riprap is needed at all outlet locations to stabilize the pipe outlets due to high velocities. Site 1— 72" RCP Y17RPC- 24+50 (Permit Drawing Sheet 2) The E�sting 53"x41" CSPA will be replaced with 72" RCP (buried 1 ft) with standard riprap apron at 24+50 Ramp C. Wetlands are located between Ramp C& the mainline —L-; roadway fill slopes "outside" of the interchange have been �iinimized to 3:1 to minimize impacts. Permanent impacts for the pipe, as well as temporary impacts and mechanized clearing have been shown beyond the proposed fill slopes to account for construction/installation activities. NCDWR requested that the design be evaluated to consider not burying the 72" RCP since a JS is not present, wedands e�st at the inlet and outlet of the 72" RCP. Pipe will be revised to 66" unburied. Site 2— 72" RCP —Ir 545+11 (Permit Drawing Sheet 2) A 72" RCP (buried 1 ft) with standard riprap apron is proposed at —L- 545+00. Permanent impacts for the pipe, as well as temporary impacts and mechanized clearing have been shown beyond the proposed fill slopes to account for construction/installation activities. NCDWR requested that the design be evaluated to consider not Uurying the 72" RCP since a JS is not present, only wedands e�st at the outlet of the 72" RCP. Pipe will be revised to 66" unburied. Site 3— 72" RCP —Y17RPB- 25+70 (Permit Drawing Sheet 2) • A 72" RCP (buried 1 ft) with standard riprap apron is proposed at 25+75 Ramp B. Permanent impacts for the pipe, as well as temporary impacts have been shown to account for construction/installation activities. • No Comments. Site 4— 60" RCP —L- 569+00 (Permit Drawing Sheet 12) • Proposed 60" RCP (buried 1ft) with standard riprap apron is proposed at —L- 569+00. Fill slopes have been reduced to 3:1 in the wetland areas to minimize wetland impacts. Permanent impacts for the pipe, as well as temporary impacts and mechanized clearing have been shown beyond the proposed fill slopes to account for construction/installation activities. • No Comments. Site 5— Ditch and Bank Stabilization Y17- 8+85 (Permit Drawing Sheet 15) • Proposed ditch along —Y17- outlets at JS; therefore Riprap at Embankment Detail has been proposed to provide bank stabilization. • No Comments. Site 6— Roadway Fill at Pond —Y17- G2+85 (Permit Drawing Sheet 18) • Roadway fill impacts the pond; it was decided that this would be a total take. Permanent impacts for the fill have been shown. • No Comments. Site 7— 60" RCP —SR2-16+25 (Perxnit Drawing Sheet 18) Proposed 60" RCP (buried 1ft) with standard riprap apron at —SR2- Cul-de-sac. Permanent impacts for the pipe, as well as temporaryr impacts have been shown to account for construction/installation activities. • No Comments. Site 8— 54" RCP —Y17- 65+80 (Permit Drawing Sheet 18) Proposed 54" RCP (buried 1 ft) with standard riprap apron at —Y17- 65+75. Also, slopes to be reduced to 3:1 to minitnize stream impacts. Permanent impacts for the pipe, as well as temporary impacts have been shown to account for construction/installation activities. NCDWR requested that additional riprap at embankment be considered for the e�isting stream bank opposite of the ditch that outlet to the stream on the inlet of the 54" RCP. Since the proposed ditch is on a minimum 0.3% grade and outlets at the bed elevation of the JS, no riprap embankment is warranted at this location. Site 9— 24" RCP —Y18- 24+70 (Permit Drawing Sheet 2) • The e�sting 54" pipe in quadrant B will be removed and the stream will be reestablished. Temporary impacts for the pipe removal and grading of channel has been shown. • No Comments. Impact Summary Table • It was requested that the Temporary SW and channel impacts for Site #9 be shown on the correct row. '_{y��wti,7�, North Carolina Department of Transportation .jr� '� � _. - ���r13�yy;d� Highway Stormwater Program ��'` � ?% STORMWATER MANAGEMENT PLAN a� (Version 2.07; Released October 2076) FOR NCDOT PROJECTS WBS Element: 34817.1.FR7 TIP No.: U-2519BA Count ies : Cumberland Pa e 1 of 2 Generel Project Information WBS Element: 34817.1.FR7 TIP Number: U-2519BA Project Type: New Location Date: 3/2l2018 NCDOT Contact: Paul Atkinson, PE Contractor / Designer: RK&K: Jeff Meador, PE Address: 1000 Birch Ridge Dr. Address: g00 Ridgefield Drive, Suite 350 Raleigh, NC 27610 Raleigh, NC 27609 Phone: 919-707-6707 Phone: 919-878-9560 Email: patkinsonC�ncdot.qov Email: imeadora(�rkk.com CitylTown: Fayetteville County(ies): Cumberland River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 3.77 Surrounding Land Use: Residential, Commercial Proposed P�oject Existing Site Project Built-Upon Area (ac. 62.5 ac. 15.7 ac. Typical Cross Section Description: 4 lane divided highway w/ a 70ft median: (2) 12 foot paved shoulders, (2) 12 foot travel New location lanes, (2) 4 foot paved median shoulders, 62 foot grass median - Total width of 142' Annual Avg Daily Traffic (veh/hr/day): Design/Future: 34,000 Year: 2038 Existing: 27,300 Year: 2018 General Project Narrative: The proposed project (U-2519BA) is to construct a fully controlled access, four-lane divided highway from South of SR 1003 (Camden Road) to South of SR 1104 (Strickland (Description of Minimization of Water Bridge Road). The project will have an interchange at Camden Road and grade separations at King Road and Stoney Point Road. There is one major structure along the Quality Impacts) project, a 3-span, 320' long bridge over UT to Stewarts Creek. In order to avoid impacts, the bridge was designed to span UT to Stewarts Creek and adjacent wetlands, with permanent impacts for the piers only. A temporary work bridge will be utilized to construct the bridge to minimize impacts during construction. All other stream crossings through the alignment will use pipes and have been designed to have as little environmental and surface water impacts as possible. Near station -L- 442+00 RT, an existing roadbed & 18" RCP is proposed to be removed to reconnect an existing wetland on the project. Where excavation is necessary, coir fiber matting and rip-rap were utilized for bank stabilization in an attempt to reduce sediment transport and streambank erosion. Measures have been taken, including reduction of pipe slopes, to lower velocities at jurisdictional features to non-erosive. In an effort to minimize impacts to the project, the team used 3:1 side slopes with guardrail in stream areas where feasible. All of the design is within the Cape Fear River Basin. Rockfish Creek [(Upchurches Pond, Old Brower MiII Pond (Number Surface Water Body (1 : Two Lake)] NCDWR Stream Index No.: 18-31-(18) NCDWR Surface Water Classification for Water Body Primary Classification: Class B Supplemental Classification: None Other Stream Classification: Impairments: Aquatic T8E Species? No Comments: NRTR Stream ID: Z60-W (Stream not included in NRTR - Stream within wetland Z60-W ) Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) �.���ghy,`,�� North Carolina Department of Transportation � St(.li-1 4vi�1i�3 — ,,,.,,,,., Highway Stormwater Program =•,�� STORMWATER MANAGEMENT PLAN --- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 34817.1.FR7 TIP No.: U-2519BA County(ies): Cumberland Page 2 of 2 Additional Waterbod Information Surface Water Bod 2: UT to Stewarts Creek NCDWR Stream Index No.: 18-31-21 NCDWR Surtace Water Classification for Water Body Primar Classification: Class C Sup lemental Classification: None Other Stream Classification: Im airments: Aquatic T8E Species? No Comments: NRTR Stream ID: Z56-S Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod 7 Yes Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Dreins Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) SurFace Water Bod 3: Pond Z55A-P NCDWR Stream Index No.: N/A NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: None Other Stream Classification: Im airments: Aquatic T8E Species? No Comments: NRTR Stream ID: Z55A-P Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? No Deck Dreins Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Dreins Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) � � � _ � � � w � � � w � a m � � V V / � C .3 O L � O 1 C N E � 0 'c w � � � w � � � . U a' L �� N T, \ _ N / � .,- �,�� � � • � � V � � O V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Pn�PA�D Ix � oFFrcE oF: HYDRAULICS ENGINEER (NB LANE) � 50 25 0 50 100 ADT 2018 = 27,30� �FOR, �NORTH��CAROLINA�'��'b09 ���p ADT 2038 = 34,000 DEPARTMENT OF TRANSPORTATION �� U� ��� I( = g�/u LENGTH ROADWAY TIP PROJECT U-2519BA ..............3J07 miles zaia sra�vnaien sPEc7FicanoNs av `��Q PLANS B. KEITH SKINNER, PE � � D= 55% RIGHT OF WAY DATE: rxo�ecr eNcrN$en p�� o � LENGTH STRUCTURES TIP PROJECT U-25196A...........0.062 miles iucc�x,u.r s.cN.+rux�: � 50 25 0 50 l00 T— �2% * SEPTEMBER 16, 2016 � � MICHAEL T. MERRITf, PE ROADWAY DESIGI� � o V= 70 MPH TOTAL LENGTH OF TIP PROJECT U-2519BA ...............3.769 miles LETTING DATE: pROlECT DES7GN ENGINEER ENGINEER �� �� PROFILE (HORIZONTAL) SEPTEMBER 18, 2018 �� K�� ��' Q� l0 5 0 l0 Zp FUNC CLASS = INTERSTATE �� pp���� *(TTST 4% + DUAL 8%) NCDOT CONTACT: GARY LOVERING, PE PROJECT ENG7NEER - ENGR. COORD. P.E. PROFILE (VERTICAL) STATEWIDE TIER SIGNATTIItE: G� Y N G S � 3 E d a m � �� �d � i i cn c 3 �v O � � [ N E G C W N H � w [� i � �� 0 �iz DETAIL A SPECIAL NT DITCH ( Nof ro Smle� Fram Oi��h NoNrol � !'� �e� Slope Ground �?�� p p\o Min. D=1.0 F. -L- STA. 422+00 TO STA.424+00 RT -L- STA. 469+50 TO STA.472+50 RT -Y13- STA. 37+66 TO STA. 34+50 RT -Y13- STA. 52+50 TO STA.53+70 LT -Y13- STA.56t00 TO STA.57+45 RT -Y13- STA. 77+50 TO STA. 78+00 RT -Y13� STA.20+00 TO STA. 20+50 LT -V13 CULI- $TA.13+50 TO $TA.1d+50 LT -Y13 CULI- STA. 13+50 TO STA. 74+80 RT -Y13 CUL3- STA. 12+00 TO STA. 13+35 LT -Y13 CUL3- STA.12+00 TO STA.13+46 RT -Y13DET- STA. 14+-00 TO STA.16+.50 RT -Y13DEf- STA.30 �-SD TO STA. 33+50 RT -Y16DET- STA. 31+50 TO STA. 34+50 LT -Y73G- STA.10�36 TO STA.13+50 LT -Y131- STA. 13+25 TO STA. 13+75 LT -Y13RP0. STA.22+50 TO STA.23+50 LT -Y14- STA. 73 h 00 TO STA. 14 i- 00 LT -Y14- STA.29+18 TO STA.32+00 LT -Y14B- S7A. 10+59 TO STA. 17+50 RT -Y14B- STA. 10+75 TO STA.11+50 LT -Y16- STA. 12+00 TO STA. 13+35 RT -Y16A- STA.11�I�00 TO STA.13+00 LT -Y16A- STA. 16+17 TO STA. 20+00 LT -Y16A- STA. 11+00 TO STA.16+50 RT -Y168- STA. 27+00 TO STA. 29+50 LT DETAIL L MEDIAN V DITCH � Nol lo Scale� Shoulde. Shoulder Poinl 6. � Poinf ! Fo�eo� y�\o e< -L- STA. 426+00 TO STA.431+00 CL -l- STA. 518+50 TO STA. 519+00 CL DETAIL S LATERAL 'V' DITCH � Noi lo Smle) � �j�� b �I NaNml � I ~' Fill Gro�nd ��� p 3�� 1"iR. Slope Min. D=2.0 F. 6=5 F. -L- STA. 506+00 TO STA. 513+00 RT -Y13- STA. 31+66 TO STA. 36+25 LT -V14- STA. 15+00 TO STA. 18+67 RT -Y13DEf- STA. 15+50 TO STA. 16+50 LT -V13DET- STA.34+00 TO STA. 34+70 LT -Y14DEf- STA. 14+50 TO STA. 19+20 RT -Y16- STA. 21 i�27 TO STA.23+56 RT DETAIL Y STANDARD 'V' DITCH � Not Yo Scale) unirol � Nmurcl G�ound 3, � Gro�nd ) p 3' Min, D=2.5 k. -Y13CUL2- STA.12+12 LT, L=832', 5=0.3% BEG. ELEV=169.77 END ELEV=77225 -Y13CUL2- STA. 10+96 LT, L=30', 5=0.3% BEG. ELEV=169.42, END ELEV=769.33 DETAIL AF STANDARD BASE DITCH � u r�o xaie� Noluml NoNrol Ground 3.7 �.? Ground d � Creo�eelle-� B Min.D= 1.0 F. Mox. d= 1.0 F. B= d Ft. oe of liner= Class B Rio-Rao -Y13� STA. 18 �I� 80 RT, L=50�, 5=�7.4°k BEG. ELEV=156.70, END ELEV=153.00 DEfAIL B LATERAL'V' DITCH � Na ro 5<ale� / Na�ural � Fil� Graund 3�� � 3�� � Slope D Min. �=1.0 R. 6=5 F. -L- STA. 379+00 70 STA. 379+50 LT -L- STA.456 F00 TO STA. 457+00 LT -L- STA. 462+50 TO STA.464+20 RT -L- STA.468+00 TO STA.469+00 RT -L- STA.472+50 TO STA. 475+00 RT -L- STA. 472+95 TO STA. 477+00 LT -L- S7A.495+00 TO STA. 496+00 LT -L- STA. 517+50 TO STA. 519+00 LT -Y13- STA.28+00 TO STA. 31+66 RT -Y13- STA.49+50 TO STA.52+50 LT -Y138- STA. 12+17 TO STA. 13+00 LT -Y13F- STA.10+58 TO STA.11+50 RT -Y131- STA.11+50 TO STA.13+25 LT -Y131- STA. 13+35 TO STA. 73+75 RT -Y13RPD- STA.19+50 TO STA.22+00 RT -Y14- STA. 24+18 TO STA. 26+00 LT -Y14- STA.26+90 TO STA.29+50 RT -Ylb- STA.13+35 TO STA. 17+00 RT -Y16- STA.18+74 TO STA.20+12 LT -Y16A- STA. 16+50 TO STA. 18+50 RT -Y16A- STA. 20+00 TO STA. 22+2d LT -Y13DET- STA. 34+70 TO STA. 35+65 LT -Y16DET- SiA.21+17 TO STA. 23+00 LT DETAIL M SPEGIAL CUT DITCH � N � lo Swla� r,o Ham�ai a�` � o�n�n Ground 3') p F\�e� Slope d Geore.�ne Min. 0= 7.5 F. Type o1 Linor= See Below Moz. d= 1.5 F. -L- STA. 457+18 TO STA. 458+00 LT, CL I -L- STA. 463+50 TO STA.465+50 L7, CL B -Y138- STA. 19+50 TO STA. 20+00 LT, CL B -Y13RPB- STA. 23+50 TO STA. 24+50 RT, Cl 6 -Ylb- STA. 70 �r 50 TO STA. 13 �i� 00 RT, CL I -Y15A- STA.12+77 TO STA. 13+00 RT, CL I -V75A- STA. 19+17 TO STA. 21+00 LT, CL B -Y16A- STA. 18+50 TO STA. 19+50 RT, GL B DETAIL T BERM DITCH oa I�tioswlsl �C Z N 5 0' 9.p' s.5' io.o'v.G 3�� p JPA. Min. D= 1.5 Ft. -L- STA. 354+00 TO STA. 358+82 LT -L- STA. 377+00 TO STA.380+50 RT -L- STA. 431+00 TO STA.435+50 RT -L- STA. 450+90 TO STA.451+7g RT -Y13RP� STA.23+50 TO STA.36+00 RT DETAIL Z TOE PROTECTION �Nofto Scale� tF� �e` Not�rol g�� �°`�S�°� Gro�nd y r'--yl � d d=7 F. 6=5 F. �Goo�a.iile Type of Liner= Closs I Ri�Rap -L- STA. 328 �I- 00 TO STA. 331 + 50 RT -L- STA.331+50 TO STA.334+50 LT -L- STA. 392+27 TO STA.393+50 RT -l- STA. 440+50 TO STA. 443+35 RT -L- STA.440+50 TO STA. 443+50 LT -Y13RP� STA.20+00 TO STA. 23+00 LT -Y13RPG STA.77+00 TO STA.19+00 RT DETAIL AG STANDARD BASE DITCH � Noi io 5<ale� �rol No�uroi Gmund 3� ,,.� Groun D Min. �= 1.0 Ft. � B= 4.0 F. -Y14 STA. 6+80 TO 7+80 RT, 1=100', 5=1.46% BEG. ELEV=761.20, END ELEV=15974 DETAIL C L4TERAL 'V' DITCH � Nol lo Smle) No�uml t- Fill G.ound 3.) �rp 3.\ �..rF�. Slope d Goo�oelile -� Min. D=1.0 Ft. Max.d=1.0 F. Type of Liner= Closs 6 RiyRap 6=5 Ft. -L- STA. 420+27 TO STA.421+50 RT -Y13B- STA. 10+50 TO STA. 12+17 LT DETAIL G SPECIAL LATERAL 'V' DITCH �Nof1a 5<ole� �wl � 1� Fill G.ound 3;� p F�O e� Slape Min. D=1.5 Fi. -L- STA. 456+00 TO STA. 456+65 RT -Y16- STA. 37+00 TO $TA. 44+25 LT -Y16- STA. 37+50 TO STA. 44+06.22 RT -Y16B- STA. 13+50 TO STA. 75+00 RT -Y76C- STA. 11+00 TO STA.72+73 LT -Y14DEf- STA. 14+50 TO STA 27+00 lT -Y16DET- STA. 30+50 TO STA. 31+84 LT -Y16DET- STA. 33+50 TO STA. 34+25 LT DETAIL N STANDARD 'V' DITCH � No� lo Scole� Nalurnl � Na�vrvl Graund 3,� ,�.� Ground D Min. D=1.5 Ff. -Y13- STA. 34+00 TO STA. 36+22 RT, L=222' 5=0.32%, BEG. ELEV=178.00, END ELEV=176.70 -Y13NL1- STA. 14+50 TO STA. 15+06 LT, L=56' 5=0.96%, BEG. ELEV=177.05, END ELEV=176.51 -Y13NL1- STA. 14+80 TO STA. 15+14 RT, L=34' 5=079%, BEG. ELEV=D6.97, END ELEV=176J0 -Y14- STA.8+20 TO STA. 9+87 RT, L=170', 5=2.38%, BEG. ELEV=161.96, END ELEV=166.0 -Y148- STA.11+50 TO 12+05 LT, L=55' 5=1.2%, BEG. ELEV=196.95, END ELEV=19619 -Y14� STA. 11 I-50 TO STA. 12 t 40 RT, L=90' 5=0.67%, eEG ELEV=196S2, END ELEV=195.92 -Y14T 1- STA. 12+00 LT, L=110', 5=1.71% BEG. ELEV=190.17, END ELEV=188.29 -Y14T 1- STA.12+25 RT, L-135', 5-1.67% BEG. ELEV=189.21, END ELEV=186.95 -Yl� STA. 10+70 RT, L=31', 5=2.58% BEG. ELEV=214.20, END ELEV=215.00 -Y16-STA.13�r65 RT,L=48',5=0.3% BEG. ELEV=212.14, END ELEV=212.00 -Y16-STA.44+25 LT,L=105',5=0A5% BEG. ELEV=213.12. END ELEV=212.65 DETAIL AA STANDARD BASE DITCH � Not ro S�ale) No�ural Na�vral Ground ?�� �p 3�� G�aund d r Geo�e�nila- B Min. D= Y Fl. Max. d= 2 Ft. B= 7 F. Type of Linar= Class I Rip-Rap -L- STA. 420+27 RT, L=176', 5=3.82% BEG. ELEV=175.20, END ELEV=179.63 - DETAIL AH STANDARD BASE DITCH (Nolro 5<ale) Noluml NoNrol Ground 3�� 3�? Ground d� � GeoteMne� B Min.D= 2.]5 Ft. Mor. d= 1.75 Ft. •WFen B is < 6.0' 8= Varies �] to 16 Y15A� STA.12+20 LT, L=61'vS � BEG. ELEV=784.44, END ELEV=1 DETAIL D IATERAL BASE DITCH �Noflo 5<ole� �Nolurol Ground 3.� p 3�� 1"h�. Fill Slope Ie I Min.D=1.0 F. �'� 8=4.0 Ft. 6=5 Ft. -L- STA. 376+50 TO STA. 377+00 RT -L- STA.390+50 TO STA. 394+00 LT -Y13ftPD- STA. 19+00 10 STA. 20+50 LT -Y14- STA. 24+65 TO STA. 26+90 RT LP,TERAL BASE DITCH jNo�to Scale� �No�uml 6round 3.� 3�� �^rF. Fill � Slapo I e I Min. D=7.0 F. L.=! 8=4.0 Ft. 6=5 F. -Y13- STA.57+50 TO STA. 58+22 LT -Y13- STA. 69+00 TO STA. �8+53 LT DETAIL O SPECIAL CUT DITCH � Na� �0 5<ale� Fram onm Na�ural � p'� �( Slope Ground 3.� D F\o�e� Mirt D=2.0 Ft. -Y13- STA.21+00 TO STA.25+90 RT -Y13NL2- STA. 10+96 TO STA.12+72 LT -YI3 CUL2- STA.11+25 TO STA.12+71 RT -Y13RPA- STA. 27+00 TO STA.28+29 RT -YIb- STA.35+00 TO STA. 37+50 RT -Y76� STA.29+50 TO STA. 33+00 LT DETAIL U LATERAL BASE DITCH �Nafro Xale) �I Ground 3.� � 3.� 1•'hl. Fill Slope I „ � Min.0=5ae Below ��� 8=4.0 F. 6=5 Ff. -L- STA. 372 �r 50 TO STA. 373 i- 29.10 LT, D=4' -Y13- STA. 60+00 TO S7A.67+00 LT, D=3' -Y16&- STA.26+62 TO STA.27+50 RT, D=4.5' DETAIL AB L4TERAL BASE DITCH INor�o sroie� / �6 '{ � Nnluml I r- I / � Ground `�.) p .�� 1?i' Sllope d GEOTEMILE g Min. D=1.75 Ft. Mox. d=2.]5 Ft. 'WM1en B is < 6.0' B=4 F. Typa of Liner= Class B Ri�Rap 6=5 k. -L- STA. 331+15 TO STA. 332+00 RT -Y13- STA. 67+00 TO STA. 69+00 LT -Y13RPA- STA.16�75 TO STA.20+00 RT -Y13RPD- STA. 12 -r 53 TO STA. 16 -i� 50 LT DETAIL AI REMOVE E%IST. ROADBED � No�to 5<ole� / / MAiERIAL TO Bf 0.EMOVEU NAiI1NNL GROUrvo REMOVF E%IST.10' RCP EXCAVATE 400 CY OF EXIST. ROADBED -L- STA.441+93 TO STA.443+35 RT DETAIL E LATERAL BASE DITCH (Nof�o Scole� �NoNml Ground `�') p �"h�� Slope d GEoI£IRILE g Min. D=7.0 F. Max.d=1.0 H. •whan 8 Is < ba' B=4 FI. Type ofliner= Class B Rip-Rop 6=5 F. -L- STA. 327+50 TO STA. 332+50 LT -L- STA. 348+00 TO STA. 349+50 LT -L- STA. 395+58 TO STA. 397+19 RT -L- STA. 399+60 TO STA.403+00 RT -L- STA. 406 F 00 TO STA. 415 i� 00 RT -L- STA. 419+50 TO STA. 420-F27 RT -Y13RPA- STA.22+00 TO STA. 73+50 RT -Y13RPD- STA. 20+50 TO STA.22+00 LT -Y13� STA.18+00 TO STA.18+80 RT DETAIL I STANDARD BASE DITCH �no�+o 5<aie� Nciu�ol Nalurol Gro�nd 3.� p ,�.� Ground Min. D= 3.0 Ft. � B= 4.0 F. -Y13- STA. 58+60 �T, L=40', 5=0.32% BEG. ELEV=169.20, END ELEV=169.33 DETAIL P SPECIAL CUT DITCH � Nol l0 5<vle� �o� DIA Nol�wl A'� Slope Ground `!'7 O F\o 0� d Min. D= 1.5 Ft Type of Liner= PSRM Mox d= 1.5 F. -L- STA. 415+00 TO STA. 415+50 RT -L- STA 456+80 TO STA. 458+50 RT -Y13- STA.12+91 TO STA. 14+00 LT -Y13- STA. 12+84 TO STA. 14+00 RT -Y13DEi- $TA. 36+15 TO STA. 37+50 LT -Y14- STA. 10+00 TO STA. 17+00 LT -Y14DET- STA. 11+78 TO STA.14+50 RT -Y15A- STA.12+30 TO STA.13+00 LT DETAIL V STANDARD BASE DITCH � No��o Smle� urol NoNrol Ground ?�� 3�� Gro�nd d � Groinnile B Min. D= 2.5 F. Mm. d= ].5 k. B= 15.0 H. Type of Liner= Class I Rip-Rap -L- STA.457+08 LT, L=41', 5=0.34°h BEG.ELEV=184J2,END ELEV=18458 DETAIL AC SPECIAL CUT DITCH (Notb Smle� - F�onl o�mn Nol�rol � � >�\o��e� Slo�e Ground ,� p F Min.D=1.5 Ff. -L- STA. 370+00 TO STA. 371+00 RT -Y13- $TA 21+00 TO STA.25+50 LT -YI3- STA.29+50 TO STA. 31+66 LT -Y13- STA. 59+00 TO STA. 67+50 RT -Y13DET- STA. 1+00 TO STA. 15+50 LT -Y13DET- STA. 30+50 TO STA. 34+00 LT -Y136- STA. 16+25 TO STA. 18+00 LT -Y73B- STA. 15+00 TO STA. 18+00 RT -Y13G- STA. 10+20 TO STA. 13+50 RT -Y13RPB- STA.38+50 TO STA.40+50 RT -Y14- STA. 14+00 TO STA. 15+00 RT -Y16A- STA. 13+00 TO STA.16+17 LT -Y76DET- STA. 12+95 TO STA. 14+00 RT -Y16DET- STA.31+00 TO STA. 33+50 RT DETAIL AJ SPECIAL CUT DITCH whIINGE w/PSRM (No�io Scote� Go�u�al .o� d � � F�ro[ i A'� He� i n d 4�1 D F\o Slope 6.0' � Min. D= 1.0 F. T e of Liner= PSRM Mox d= 1.0 k. -Y14DEf- STA.70+50 TO STA. 11+78 RT DETAIL F LATERAL BASE DITCH � Nof to Swle� �NoNrol Ground d `3�) T 3�� �"iF. Slope �� GEOTIXIILE g Min. D=R.0 H. Ma.. d=2.� FI. 'Nman a is � 60' B=4 Ff. Type o/Liner= Closs I Ri�Rap 6=5 Fi. -Y13- STA. 58+22 TO STA. 60+00 LT -Y13RP8- STA. 23+00 TO STA. 23+50 RT DETAIL J SPECIAL CUT DITCH wAiINGE � Nm ro s<aia� Nafurvl Ground r��" �y � o� - F�onl � �l D F��e( Slo�h Pe b.o� 4� Min. D= 1.0 Ft. -L- STA.405+00 TO STA. 406+00 RT -L- STA. 417+50 TO STA. 419-F50 RT -L- STA.422�i�00 TO STA.422+50 LT -L- STA.426+00 TO STA.431+00 RT -L- STA.428+50 TO STA.431+00 LT -L- STA.454+00 TO STA. 456+00 RT -L- STA. 454+00 TO STA. 456+00 LT DETAIL Q ROCK FILL IN POND �Nallo 5<ole� Proposed `� UA Fence \� B.0% �030' Elev.=159.6' 3.0' Earth Fill � E�isfing �o, -Nw.s. Geote�etile E�ev.=158.6' CL455 I RIP-RAP � - -L- STA.440+90 TO STA. 441+98 LT DETAIL W STANDARD BASE DITCH INWIo 5<ale) Nviurol NaN.al Gro�nd 3.� D ,�� Gro�nd Min. �= 2.75 R. 8 B= Varies �from 32 ro 4 .� -Y15A- STA. 12+29 LT, L=139', 5=0.39% BEG. ELEV=184.20, END ELEV=183.66 -Y76C- STA. 33+34 RT, L=74', 5=0.3% BEG. ELEV=206.10, END ELEV=205.88 -Y131- STA. 13+75 LT, L=145', 5=0.5% BEG. ELEV=175.85, END ELEV=175.08 DETAIL AD L4TERAL'V' OITCH � Noi �o Scale) I b NONmI j � FlII Ground 3,.� p 3.� 1"F�. SIOPe Mirt D=1-5 F�. 6=5 F. -L- STA.371+00 TO STA.371+61 RT -L- STA.375+40 TO STA. 379+00 LT -L- STA.464+20 TO STA.468+00 RT -L- STA.490+00 TO STA.496+00 LT -Y13- STA. 37+38 TO STA.45+00 RT -Y19- STA. 67+50 TO STA.76+50 RT -Y13H- $TA. 10+15 TO STA.11+56 LT -Y13J- STA. 10+50 TO STA. 12+50 LT -Y13RPA- STA.18+59 TO STA. 22+00 LT -Y13RPD- STA. 16+15 TO STA. 19+50 RT -Y13DET- STA. 16+50 TO STA. 30+50 RT -Y15- STA.11+00 TO STA.11+50 RT -Y16- STA.29+00 TO STA. 32+00 LT -Y16� STA.23i-00 TO STA.25+00 LT -Y16DET- STA. 14+00 TO STA. 16+00 R7 -Y16DET- STA.18+75 TO STA.21+17 LT DETAIL AK LATERAL'V' DITCH �No�b Swle� Nolurel �- Fill Ground `!') p 3� 1"rH. 5lopo d Geo�exiile - Min. �=1.5 R. Mox, d=1.5 Ft. Type of Liner= CL B Rip-Rap 6=5A H. -L- STA. 379+00 70 STA.379+50 LT PROJECT REFERENCE NO. SHEEf NO. U-29/5BA 2D-1 HYDRAULIC DESIG� ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 2 OF 39 DETAIL K IATERAL BA SE DITCH � N � s<oie� b Nolural Ground ?'/ 3'� 1"?t. Slolpe d � GEOTE%TILE g Min.D=1.5 Fr. Max. d=7.5 Fl. 'When B ie < 6.0' B=4 Ft. Type of Linar= Cl�s B Rip-Rap 6=5 FI. -L- STA.394+00 TO STA. 395+93.14 LT -L- STA. 398+96 70 STA.399+60 RT -L- STA. 489+00 TO STA.493+50 RT -V13RPA- STA.20+00 TO STA.22+00 RT -Y13RP0. STA. 16+50 TO STA. 79+00 LT DETAIL R IATERAL'V' DITCH ( No� lo Smle) Nalvial �- Fill G.o�nd ') p '� 1^Ft. Slope d Min. D= 1.0 F. Max. d= 7.0 H. 6= 5.0 F. Type olLiner= PSRM -Y13F- STA.10+61 TO STA. 17+50 LT DETAIL X STANDARD BASE DITCH �No�lo 5<ale� � Nmurul Gra�nd 3.� D ,�.� Grovnd Min. D= 7.0 Ft. � B= 4.0 F. -Y16DEf- STA.21+17 R7, L=68', 5=0.09% BEG. EIEV=213.70, END ELEV-213.64 DETAIL AE LATERAL BASE DITCH � No� a Scole� �No�uml Gra�nd 3,�� p 3�� 1"�F1. Fill siova � e � Min.D=1.5 H. ��'� 8=4.0 FI. 6=5 Ft. PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 2�609-3960 NC LICENSE NO. F-0112 •(919� 878-9560 m- � �- � � � ` ��� � �� � � �= � - � -� � - � � ' - PROJECT REFERENCE NO. SHEET NO. T � � .� � . � . , -. ' . � � " �� �V � �� � � ��V � —25/9BA 4 \ GLI ' _ . DEN IZED _ U � -.. �\ ��, .. �� O . TCLEARING N ; RM' SHEEf NO. � .r �_ `� ` ' � �� `� � '..g� /%�� �-,� � _ O , �� Z ROADWAY DESIGN HYDRAULICS �J � i- _ � _��� i� � ,� � \ ,��d _ j ^�J (j Y+ /� pP /� � � F/ DENOTES FILL IN \ _ �\, y/ r D ENGINEER ENGINEER _ ��('� � � �E �1, I � WETLAND 'y Y- ��0 � � � � C X aa' ��� � �Y` � p�W� /� _ . � � �� \ j �r - FRANKLIN ABRAM-�Z��� � �� �� ���, 96a� / / � �� �9� 4 � �y' � � � DENOTES IMPACTS IN ` � �� 4 �� OD �] ...' -� \iM� � �� • � " � SURFACE WATER � � ; / �Z ` .�.. ,� �(� �� � . �� X� / / ��� '� � ' _i� � ,��\ O`,.� �� JOHN LOWEP.'f� �� �'� i�� �� � � DENOTES TEMPORARY 1 \'; _ /� /� � �y � y _>., `.\� � \- i / \ /� IMPACTS IN SURFACE WATER ,'� 1�-�� ,��4i�' 'O �. j � :�� isFp �L015 BRYANT _� - ��/' /�% ��- �� �� �,�� �i :� ��`�, _ - - ��� ��L,, �tMITCHEL�d�HNSON �. . � , / �- .c \ / / £, r� � } � ` ` I,�Q \ JGSI-I JENY.INS '\� � \ � �i . �� , � /� �`� � � ---_ S �"� � JOHN GERVAIS \Oti � � ��.� �POOL� . • ` �,. ." / / � -, _ , _ -' _' _' \ � 4 f "� �- . . �._ , � � / " � - �~ti _ ,- ;,�" \ "- DOCUMENT NOT CONSIDERED FINAL ' �'� ' � � � �� �� O � � \ � ti� ;-\ -- UNLESS ALL SIGNATURES COMPLETED � � , � \ � .-BAVI� MEADOW ` ^j� / �W�'� • � \ 7 �� �Y(- _ - ��r� ,� � � � � _ �� �C, r -- �.o.enowN PERMIT DRAWING '� \ �� AA� �' _ - �� � '- �� � : '�� KENNErH arERs _ _ � � y, - �� � `,, � �� SHEET 4 OF 39 � � � � , � ` �vim `.i ,n r �' \ � ' � � _ � �' � _ V�� F:rF � ��� � ; �� � � i � � � � .,� \ . \ � �i _ , � ---- ,� �� \ / i � • s'� ` i , aTr� V � < s � � "� �� +� ' j � �/�� � rM'N FREDDIE MCLEAN � � � - ETTEINAWKINS �� _ � t � - i� �' ��.. ` �. �� i' / AE" - �� `i.r ,yti�� �' - �� ...., �— ��/ :�.:/�` . -. _ � �� �1� � �� � �� MELIN�A SMITH -- , �',,� � ��, � �a ��. �/ �� �� �_ � �y�� � � .�. � A F� / ' �/ u CYNIHIA\ �/I tf�� _ 'r O\'�..�-��' '_ _ //� \ ,`\� `��( \:,h¢��� i / � � CHaNCELLOR i � r � -. ❑ ���-: V � � / _� aecc,v �nNE =: �����.'-� �",s^ HTr �� _ .. - �.. a. _ ' .�. FREDDiE MCLEAN� � �� ���',� /� �� � _ � � � - � tv' _ � - ' � 7 � � �� _ � � �'' , � 4 onvro FosrEa _' _ _- ,- � _ _ % � r� ' , J , �, � , ' i . � � ,-� / BASE DITCH � / / �r��- �'- � _ �� .,� .': �� � � , JERRY ANOERSON � _ � � . �� T 4 EOTEXTILE, � � � /�� � .. ` ' - ^ _ � � . O `\ ��. �� ''.� /� W/907 SL NS CL B RIPRAP � .` `Q \�� �` , '', S . � . _ - . . . . . _ _ - _ _ p / � � .. _� / �� ,_,._ ' _'. '- � 349 CEfAIL�E v�. � `� ' `_ ,/ .. .. �,,, �� P TECTION �� \ � 1[ '/ ' _ _ _ _ _ � �� � - . , � - � / ii .. .:� .._ . . .-. ,,,, .-_ _ _ '_ - . . _ ..... . _ ._, . . Fd0 TONS . . � �� - . . C _ R . �., ,"� ,. � � • �CL(RIP P,932 - \ Y GEOT ILE , . . . - ' _ - . R /� � I EE DEtA Z , , � „ _�T /. ' �`2�t��¢:��..:� � . p �. . - � � � � ,, . . �---_--_---- � _ - .. .. . / ---_—_--- . .. �. . -_ j ---.-_—___-.----.-_-_--_ -.� -. _ ` F -:.r. �.. ,. �. 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A N O� 440+00 � ^ 445+00 -L- � � ` L - � 30" - 2GI � M 24" RCP-III 30" RCP-lu F F 2GY-A -"30'.RCP-III RCP-III � �' � zG�'-A �� F F F FS �-� F.5 ZG�-A O LI)fP �ia �ILGtki .I I' SEE DETAIL` Q SE DETAIL ��SEE�DETAIL R Q ��F F - _ - � AR 2GI-A 49 . .. . .I. . � �' - AR<.:_2GI N � I N = � � �� � � � � � � _ � J v P _ F F ,,_. N � � � rc i I in F F � �. � 2GI�A I � • FS 2GI-A ' � �.. f F F F �- SEE DEfAIL " .I ^ W w SEE DETAIL A ZG�-A � 30' RCP-III -- - ::_I - DETAILEA f F F ATQ . 30" RCP-III . -' SEE DETAII ' L Z Z 2GI ___ C��� . AT N ' I G15'CSP � �- JT — C /�--_ -� _ " _� �C / �-2 ELBOWS_� 1 J —� _. .� ' . F �� �- .. � �---- `�� INCDOT ,. C 2 C �- .�� f_ _� �—� � — — _ _ � ___ _ I /� �; � BDO � V TOEPROTECTION " � *�k*� �k #"�K # �k.:* **M�** � , V[RF KING 48 __ ��� � —_ --' __- �__ _'_ _____________ �� ___ (�%�� � � � Wi385 TONS * _ -� -_ - -- � ' �� : � CL I RIPRAP, 886 C � . O �� '� �.. 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L FS SEE DETAIL Aft'..-.. _ � -f � � � � a N J\ _—_---------------_----------- Z�--- -� � J \ U R � �� — rQCHRISTOPHER GALE I L — � \ MARCUS FRANCO \ \ — � � — � � � � \ EDWIN MONTOYA \ � � \ I / �� i � l ; � ; i � r � ��� i ; i / i i, I / ' � /' 1 ;/ � / \ \ r . \ 1 �\ � � ���� TROY CARAWAY 'PD a�y9 � SITE 7 � � K �� � �� 33 TONS CL I RIPRAP \ w/62 SY GEOTExTILE � �� _ 1 � \ � T- � \ 1 � , ---- I * F--._.-____---- . .. -_-_--{- . � SEE DETAIL AR -L- = --__-_-_ I � = ��-_; ---__-----____ ------ f = — -- �� �� ' �.�,— � �i— -- � � LATERAL 4' BASE DITCH � - � 259 CY DDE , _ SEE DETAIL H �\ � � TYRONE BETHLINE PROIEGT REfERENCE NO. U-2J��6�,Q RN! SHEET NO. ROADWAY DESIGN ENGINEER SHEEf NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 36 OF 39 Q10 =10.3 cfs V��=�.4 ft/5 r LATERAL 4' BASE DITCH I 762 CY �DE I SEE DETAIL AE . � L4TERAL V DITCH I 1563 CY DDE I �-cE`IlAO � � �� �� �� � SE� CIVSE- � MONICA MCRAE TERP,L 4' BASE DITCH-� �TERAL 4' BASE DITCH - W 281 TONS CL. B RIP RAP, �'�281 TONS CL. 6 RIP RAP, 774 SY GEOTE7(TILE, ��4 5Y GEOTEXTILE, I I 297 CY DDE 217 CY DDE SEE DETAIL Ik SEE DEfAIL K ll_.LY !�U�L!�Ili\ MONICA MCRAE �J t: �� � ��r'; . iROY CARAWAY -" C:-� � ��� ..-.� .� . -_.'._'-_ •- MONICA MCRAE 2S 0 2S $� SCALE FOR INSET 50 25 0 50 700 SCALE PIANS PREPARE'D BY : R�C �C RUMMEL, KLEPPER & KAHL, LLP 900 RI�GEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 2 7 609-3 9 6 0 NC LICENSE NO. F-0112 •(919) 878-9560 � � �� GLI � DENOTES MECHANIZED CLEARING ��` �� I \ �T'r2:�_ "-- � )vr phoPErriEs _ � -'DEVELOPNENT,INL" '� � DENOTES FILL IN /F•j \ . ._ . . r _ . / WETL4ND � 'PD a�y9 � TD _ . - � �, �� - I N S ET A � �'�"�-�' ���„n`.""� _ �, � A '� 4 --- � _� � � � ��'��"'� � � �'� �^'� 1��: � } rt � ��_ \ \ .�, � r .�� a � �, \ r-�;- t-�, y�,--�,v. .A, ,, . � -�- �-' � f SITE 7 � � ��,, r� � ���� ��,v�' ` ,� _ , w1 '. ,�:;��.� \ `�� _-- `�y�� J \,n. �\ K . � w�.., . - "'�,� �7 � .� i1 � t,:7`. �t,+� ��� _ r � _ f,-.Jr� . , � , � ,s"'' ""� \m — � � � 4`�.t �3 � � , � �� . � , �,.. �, z r � �� . � r �.�.�; ��"� ^, � � F" � - , -. _ _ - __ C 9>'i< � _ _ _ - I - - W/62�SY� GEOTE�XTILE � I �\ � r � , _..., . i . . �...., _ _.. . . . _ . ..�� � , � _ i .�„ ',- , _ �... _. 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F� f . . O � 480+00 �� is Rcr m ° s 490tpp OJ L FS SEE DETAIL AR..-.. . . . _. _ ,,.._ I . 2 .R_. 'I-A � T' -f � \I .. . . . F Q � \ � � Q .. .. � _� � . � � � .. F F � �% , . F ---_-__— - ., I F N . � � �� -�,�— �--_—. � ' � � � --�` 1 \ . - - � _-� �� � J------- y \ � ---------- . ._- . / � � J -� �= F F LATERAL 4' BASE DITCH--: ��- -- �� �` � � W W ---� -� .. . � � 259 CY DDE ��'�\ �.-�� F F F Z SEE DETAIL H 'F Z c--- � C R � ��- ' F- —_ J ii _ i J \ _ W _ -� _ _ -- I� . R — _ \� � CHRISTOPHER GALE�... � .... _ . �'.., -r— .. i� -- !,-;� . TD .. �� � -- , � � � � l , ; �— ��S _ I� �� I MONICA MCRAE TERP,L 4'�BASE DITCH-�� U+TERAL 4'�BASE DITCH - , __ ___ _'_'-- ` � \ ����.. - W'281 TONS CL. 6 RIP RAP, \ .. .. . . W 281 TONS CL�. B RIP RAP, MARCUS FRANCO �� ���.:�� ... I '\.. ���. ��.... \ ..� Q> 774 SY GEOTEI(TILE, 774297 CY DDE ILE, \ \ - SEE DETADDE I . _ SEE DEfAIL K . � �SCELLY GUGU� i n� � � � \ \� _ —� \ , � � � � ,' - -- ,-' A `� �. -..,, . - _':i_-,. -----�— -I '� ',. ... �J /=_ � " � — � � TYRON BETHIJNE `•, � - � � \ � �' � L� � , � � �I 1 � � � , _� ( ' � EDWM MpNTOYA , � I� � � � �\� � � � � � � MON�CA MCRAE �` � I _,� = TRQ'Y� CARAWAY �� -,�� �� . � % �� � . ��_—� �� � /� � � � 4'.� �'� � �� �� � � i, l . �j I % '� I / � / � 'I � �V / � - V � � ' � ti \ ; 1 �� I � _ ��� �1 _ " '� �"�� � �i1'-- � . . � ���, � , � --" j; �i , � � -�I � N /— ���� 1 i � � " ' ; �_. �I A / �� I� I � ��� '. � _ . ; iROY CARAWAY � ^E'-? � � y�- -_ I /� a �'� � i i � � i� ;^� "`:�, ��— � ' ,_ _ , — — , , F� � _ ��'� 1 �, C�i� ` � MONICA MCRAE� � . \ � I11 _/ � � � � . i / I � �� \� �.. `. . \\ . 1 �� � r �.. -�_�__I .: . I- � � � � . � 2S 0 2S $� SCALE FOR INSET 50 25 0 50 700 SCALE PIANS PREPARE'D BY : R�C ��C RUMMEL, KLEPPER & KAHL, LLP 900 RI�GEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 2 7 609-3 9 6 0 NC LICENSE NO. F-0112 •(919) 878-9560 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 72" RCP-IV 0.03 < 0.01 494 13 1 -L- 330+46 - 333+76 BANK STABILIZATION < 0.01 < 0.01 25 12 FILL 1.75 0.10 2A -L- 344+86 - 348+95 66" RCP 2.82 0.09 2B -Y13- 57+42 - 58+60 2@42" RCP 0.11 0.05 3 -Y13RPA- 17+57 - 22+58 RT FILL 0.51 0.19 0.10 4 -L- 397+07 - 398+81 BRIDGE < 0.01 < 0.01 0.02 0.60 5 -L- 409+08 - 409+92 LT 24" RCP 0.02 0.02 6 -L- 441+57 - 443+35 54" RCP 0.82 < 0.01 0.11 0.10 0.04 7 -L- 489+30 - 489+82 54" RCP 0.36 0.03 TOTALS*: 6.40 < 0.01 0.20 0.51 0.60 0.13 0.04 518 26 0 *Rounded totals are sum of actual impacts NOTES: 1. INCLUDES -Y13- DETOUR IMPACTS 2. SUMMARIZES BRIDGE & TEMPORARY WORK BRIDGE IMPACTS: PERMANENT FILL IN WETLAND IMPACT DUE TO THE PROPOSED BENTS IS 130.7 SQ. FT (<0.01 ac) (INCUDED ABOVE) TEMPORARY IMPACTS DUE TO THE TEMPORARY WORK BRIDGE is 350 SQ. FT (<0.01 ac) (INCLUDED ABOVE) 2013 10 24 See Sheet 9A For Index of Sheets �� � ��, �� ��� �� � � � �� ,�� � � � 0 � � 0 V • � � V � � O V WITH ACCESS BEING LIMITED TO INTERCHANGES. -L- POC STA. 519 + 00.00 ��, Prepared ,,, rne ot��e t HYDItAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH CALYX Engineers & Consultants (Former(y Mu(key Engineers and Consv(ianis) ADT 2018 = 37�400 FOR THE NORTH CAROLfNA DEPARTMENT OF TRANSPORTi1TION 50 25 0 50 100 LENGTH ROADWAY TIP PROJECT U-2519BB = 1.070 MILES 2078 STANDARD srEc.F�cATToxs c�� ���p� ADT 2038 = 46,800 �� �� ° JOHNNY BANKS a@ � PLANS K $�0 RIGHT OF WAY DATE: � o D= 55 % TOTAL LENGTH TIP PROJECT U-2519BB = 1.070 MILES cusx E e� c rE. o � 50 25 0 50 100 T= 12 0�0 * SEPTEMBER 29, 2016 PROJECT MANAGER s.cN.+rux�: � g V= 70 MPH LETTING DATE: ROADWAY DESIGI� � PROFILE HORIZONTAL * o o STEPHEN C. BROWDE, PE ENGINEER ���� ��� � ) 4/o TTST + 8/o DUAL p Qa 10 5 0 10 20 SEPTEMBER 18, 2018 rxo�Ec nssrcnr�acrxeex �� pp��� FUNC CLA55=1NTERSTATE PROFILE (VERTICAL) STATEWIDE TIER NCDOT CONTACT.• GARY LOVERING, PE P�E ROADWAY DESIGN - PRO CT ENGINEER SIGNATTIItE: i � T ����� �, PROJECT REFERENCE NO. SHEET NO. c' o � ^ DETAIL AT c��G a�c, x 1' d ka- U-25/9BE' S8 I � RIP RAP AT EMBANKMENT � /�m d1 ` � `x' 1��� m s�oio� \' C',s RM' SHEEf NO. � ia m�� I I ' o m'n. ' S O ROADWAY DESIGN HYDRAULICS S T R E A M & W E T L A N D I M P A C T S Grode --i�� / �� O I `, a ENGINEER ENGINEER � I / ��� / "t' � h' � � ceor�riie� NAD 3/g$ rJ� rt��,���� / dN'C�MIl�Il.IE ]E+ ➢�1L,5�N� I �� � �; . .�_ C � DD NOT USP. 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N � � U-2519BB X-4 �� 1 0 1�0 1 0 1 0 1 0 1 0 0 0 IO 0 5��0 0 0 20 1 1 20 30 0 0 0 0 &'i0 �0 1�0 1�0 1�0 1 0 1�0 1�0 PE�IRMIT D WING � � � S�IH E ET 9 j0 F� 21� ��I �� �� CL TA. 24 + 50 -Y171�PC- b " RCP IW W/HDWL SK�W = �2 DEGR�ES GP-E� �00.89 - EXISTING �Q GROUNp ALONC CL _ r ' PROP SED FI�ISHED GRAD 41 NORMAL 3:1 N RMAL 2/Q 4 36_SKE_�ED i 2.62:1 SKEWED 2/0 200 F-66" CP-IV @ 0.35% I I 2C�1? - — i - __ ----- �-- 0 - � � - ---�� ----� T 20Q.89 I 1 ��, ' j I C �I I � -- --- - --- ---- ; � ___ - --- _- - - - �o _I _ _� � 24 + 50.53� I I � 1_ �so EXISTING BfD m I � � IN-19(�.00' INV.OUT-19�.30 NSW=1 6.54' IN . - �, i� � a EXISTI I G BED I � a w I� d � � x J �m d s x m � ro �� � - � - J� o i 0 � m 0 IU� ✓ 4 �� N / 0 � U ,�. / 3 N q � C IO ti � � i� G � 4 � E C C N E C C G W � I� w I� N I� � w .. d � � 2 � W � -+ N � � , �N � ' Yl7f�PC � � �_� � ��- � o�� �� ��' 1�0 140 130 1?�0 1 0 1 0 q0 &0 �i0 0 50 0 0 20 1 0 1 2�0 3�0 0 50 60 �0 �0 9I0 1 0 1 0 1 0 1�0 140 150 co I I O 5 70 PROJ. REFERENCE NO. SHEET NO. N � U-2519BB X-1 �� 1 0 1�0 1 0 1 0 1 0 1 0 0 0 IO 0 5��0 0 0 20 1 1 20 30 0 0 0 0 &'i0 �0 1�0 1�0 1�0 1 0 1�0 1 0 � PE�IRMIT D WING "�`` � ��HEET 10 I OF �21 I � L STA. 5{45 + 11 -L- 6�i" RCP I� W/HDWL SKEW = 97 DEGREES .GP-EL. _ �99.b3" EXISTING PROPOSED �INISHED �20 GR, UND f�LONG C}L GRAqE �,L� 4:1 NORMAL 4:1 NORMAL ��Q 4.17:1 SKEWED 3.98:1 SKEWE _ 2LQ _ _ r— I - : - — — I 240 L� - 66" RCP-IV 0.83% i � I ----�-- � � ! -�--��1____I� I I I � s _ ---- _ -_ � ---- -------- _ - - � ----- - -_. - -- -�-==----- - � � � - - -_� __ --- EXISTING 545 � •� � . Q(� - - - [9Q [90 BE _ — - - I � _ - - �, I i I ' EXISTIN� � INV.I =199.30' INV.OUT=197.75' BED '' NSW=2 0.11 w � � J � x �; ro � � �J � � 0 0 m � "o �` i rn r � 0 � c m � c c w � � � � w � i "o j � � — n — /,I o=o T ��� 1 0 140 130 1?�0 1 0 1 0 q0 &0 �i0 0 50 0 0 20 1 0 1 2�0 3�0 0 50 60 �0 �0 9I0 1 0 1 0 1 0 1�0 140 150 co I I O 5 70 PROJ. REFERENCE NO. SHEET NO. N � U-2519BB X-3 �� 1 0 1�0 1 0 1 0 1 0 1 0 0 0 IO 0 5��0 0 0 20 1 1 20 30 0 0 0 0 &'i0 �0 1�0 1�0 1�0 1 0 1�0 1�0 PE�IRMIT D WING � � S�IH E ET 11 I0 F�21 I CL . TA. 25+70 -Y171�P6- 7�" RCP I W/HDVy�L SK�W = 110 DEGPoEES IGP EL. = I 202.80� � PROPOSED FINISHED � GRADE EXISTING �Q GRpUND qLONG �,L _ � 3:1 NORMAL I— 3:1 NORMALi � � 2.6�:1 SKEW�D � �� � � ' I I � 21rL :i I 111 LF� - 72" RCP-IV @ 0.45% -- --- I� I �- �- —�- - --r----�_-------� -�-- 2G�1� _ _ �I � 'i� - - � E ' �� :8 ' � �o EXISITING BE INV. IN=202.0 25 -� 7' 0.4,4, NV. OU =201.50 EXISTING BED 9� I II 1 I I 90 NSW=2 4.02' (8Q l80 �� � � � � � �7_ ZQ � J � x �; ro � � �J � � 0 0 m � "o �` i rn r � 0 � c m � c c w � � � � w � i "o �� 'Yl7f�PB— o�� ��' 1 0 140 130 1?�0 1 0 1 0 q0 &0 �i0 0 50 0 0 20 1 0 1 2�0 3�0 0 50 60 �0 �0 9I0 1 0 1 0 1 0 1�0 140 150 � i i T GRAPHIC SCALE �v` i� �� �� PROJECT REFERENCE NO. SHEET NO. i � so zs o so ,00 _ � / � � � � � ' /� � CALYX u-z5iaee � -. � I I DETAIL AH � � � ///�� ,� - t �� i I .� TOE PROTECTION ;� �� � � �i %.// � w NEEas Nsu rnNrs g.y� SHEEf NO. � � ' i � 4 ��s`�'��� I / s. � ' � _ . �I ��"�� b75o*moNaono ROADWAYDESIGN HYDRAULICS . � ,.� M1. / ���I I I. I¢�y I I \ � CARY NC 2�518 J L� I � �. �I , M�a( , / � � / / ENGINEER ENGINEER PLANS i/ ``> >' / � � �- � �, Ia�'6�� I I � � I i �, /� � �' , pno�e:vw.asi.iviz � �-� �.��. i . � � c �a.-. . �. . I�,����5� � , �� � .i�l ,� �%� � � - s�ee..�om GALVXen � /� .� q� . �� ' dl _\� �� � � I�I . / �.I � � NC License M F 1333 O ��' 23 _' � � 4, l ! -Y19- PC StO.13+6057 e=� s F� � i � i�'�1�, �,�� _� i) � i r � I� ' � Qi � �o�_.,. �.�so__.�..,, , , � � ��,I ° � � � �' � PERMIT DRAWING � cuMaEa�nNp co�Nrv e y` � � ivPe r� _'a e rdaa I/' ��� �'j � I '�. � �� . RE7AIN FRORA �.- STA.568+ S iT � i51~A 569+75 LT �/� /�� �/ I� �j I -�� Ek DITCH - � �- & l � � , � �� � , � a ,%„�t �' I ;� �� ��� ��� SHEET 13 OF 21 i -ri�RPa- cs sto.ie+i5.�s � � �- % ��� BEGIN CONSTRUCTION ;�; %��1/�� � �� � � � �� � �,.`, � � /� -Y19- POC Sta. 15+00.00 � � �� � i� � � ; ,i �����j � �� � � �� ,Y � �� .'� - - I I � � � . � � , � , � ' „�i / DOCUMENT NOT CONSIDERED FINAL I �� � 1 � � � SITE /� -� � / � � a �/ I,I ��_� �--- 0 / - � // STREAM & WETLAND IMPACTS UNLESSALLSIGNATURESCOMPLETED � �\ /�- ,� REfAIN � „/� � l � i I I � �f . � / � p '//r/ � � � . . EX.DITCH�-� ��;� � � HA�D C�E�AAIl��ING I �. � . I �' I ,� �m/�,�, I.,�!j ,l�I � � �,,, � � .�� DENOTES IMPACTS IN � \ ` � . R �. � � i I � I� i � ��',� �/ _ � � SURFACE WATER _ � � I � yz��e�aR�Rai� wi �z� �� �('�� � �,�000� a �E ��riE> �i % � � NAD�95 � I � � ��\ TERMINAL ENO ScCTIONS \� i\ ,1 � ////j///f / � �:: �� � DENOTES TEMPORARY � � � JO _°H GILL!S �\ REMOVE EXISTING �� � � � �StO I SITE� '+ J � i," �., I I I � `��_- IMPACTS IN SURFACE WATER -y, A � . 35'R � ' � � I I �. Y� S �ROADWAY EMBANKMENT ,� � , I i - �"'` � • . DENOTES MECHANIZED � R � � p \ �AN\RADE�. / , � . MECHANIZED CLEARING TOE,PROT TIOM � // � CLEARING I ,� �\ -Y/ T Sto.l6+19. To oaniN .� l 6�s� � � � �I i i I � FS -. � Q � /. 46�, � . � \ I� 40 ITRIPRAP / � .I I Fi A> � \� 'r �/ � �' ' f � I � SPECIAL NT DI CH - I s� STTONSRDL B R PSE�DPTCH I � -"-- � . � 16 T S� CL I RI RAP 75 SY � � �. DENOTES HAND � - 1 ,��M4 .,TR�THf R I q � \ �� � �� �`SEE DEfAII H :' SITE 4 . -�.. 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' SEE DETAIL�� '� I \\ � 2�i Y/7RP' F �\ �,. ` F I �- RCP_ 54' RCP-IV � i � to. � + . 4�- � a y ! � - a sto. io+oo.00 = G, : C , � � , - - - r � ; � � _ > ,� � � G .,0" RCP_Iv 4.2„ RCP--IV �' ��. 'Y�7%�Pf�- P�C .SfO� ��ii'8�.� FS � . . � 9 -�- P Tr_,.5��. .'rJs(gf(q�{..'rJ.3 'i I' � �.. i / \ GREU TL-3 —7GI� N `l ---__ . 24' RCP-IV � N � 2GI_:, I Z C� � 2G�-A 2GI A (TYP) ':59.0� LT . . .. q � � l� � - � �' . 8:1 T i � /29 � a . � :' .�. ' , � a�i g �� �� � ��I _ - v � I = a i , i. .... o � , _ � � � � � ' � � �- � � � � � .� . ��v � - � . � � -- � � �� > � � � Q � O � i �n / �.�-� _ ..� � �-� ,. ,� p ... �- �. 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" J J —._— . .. - - _. . . 6:/ - � � CAT-i� o� r . . 2v �n �GI-A � i �-� - - - - ay - GREU TL-3 � � � ` � . � � C � sveaai cur oircH _� -- � -Yl7RP P C StaJ _ _ _ " W ! y � � � , - _ c \ \ _ , sci � JOS�PI�I CIL�15 —' �� � - ITYPI , _ � R �� A ..� SEE DEFAIL 1 � �'� . — \�--�_. � . _--- _'. .. � see oFr,au , � L ; -Y/ to. l+ 5+66. L- \ ? P � � _ -- - - 7—� F � i, - _ � � - / � �� � � � SPECIAL CUT DITGhI _::� .. I --- i I . � ' �' - - - -YI � � j -Y19- PT Sfa.l9t57.40� � I_! � /. - , � - \ - �.-. �n. ZG _� �� O � � \ _ PECI EE T i � . ' � _ _ _ _ _ — . '. � � ._ `-.'_'�EAILI __ C 1 .._--_ . . � d , REd49tlE��ISTING _ _,.. � � — — — _ � i d' � 2O i �OD�GRA E TQNDRkINT .. _ � �� I — — C �, ^� � o�.-a �, 1 R , , , y -9 _ F"� � �+ --------�-------------------'---'--- <� �a, Rce,N � ��.> � � R E E E E E� � � � � , I�� �.� / SITE 4 i -Yl7RPD- ST Sfo. IOf00.00 - �� -' � PERMANENT IMPACTS , I s9fo6✓6 Ri�Hr oF wav ro BE -L- POT Sto.S CL B`�RIPRAP I I .J�9.O� RT � / � � � ' � � � PURCHASED UNDER U-2519CA �-�� I - - _ IN S4JRFACE WATER �? ,� �sY�Eor�°�E i � �� ` �,r���z � � �� ' 375'GUARORAILW/ (2J � TERMJNAL ENO SErrl(7NS � � � I ��� / � _ . .. . �71- �AOCLIY PFZOPERTIcS � � i. � I . , �..,.�"' � - 116A) -- �� � � ' �.�� r �_� I �� �� �� � � � � �� N�RMA 5 ROTHER � ���i c� i � -Y19- PC i5ta.2/f49.53 ��� I J�` i � ' ) �L� � � � 1 � � � ) � �� � , � �, dC�EPd �i i G - - � - I � � `�_- ' ' ��� i �� = � il � � .,) � �.•� �l � -� � �� �� � � - �� � � I - _ . -- � � ii . � - _ � � L ' �� I / � � � r i i /� j � � °�s$�� � _ � -- — - � � �- � - — -� � �� � �( I � � �•� �''�, I �_ �,;, � � � I`� � / ' / 1 RETAIN�' - - � � �� ' . � _ .. / �'� / '� EX. DI.TCH � . � ' � - - . 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I - ` . \ DR2 ��C-Sto IOfOOI/O bJ50TK✓ONROAD I PLANS CI..i=F(�L!'F FO���NC[ c..rvcnsa ROADWAY DESIGN HYDRAULICS ,� DENOTES TEMPORARY _ "� _ /- cAL�y 9 � ENGINEER ENGINEER 851 19 2 i \ � \ / IMPACTS IN SURFACE WATER _ _ �, ' O I, \ � �� . � � , N[t #F1333 r i ..� - � �� �L :LNCE KpONCL � . � � I BEGIN CO I � ' DENOTES IMPACTS IN y� � . � CLAR; h�[ oU��NCI .�,,1 i_ -� � SURPACE WATER ., � , _ . � .�� O , .. � , i. -_ �h� � "�. - I / i � � _ ,', \� NSTRUCTION �. 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'�_ CLASS I RIP � �, � i� � AIN E 40 TONS I � ,p ' �' p[ � �' �� �_-_._�- ..._. i - � � i � I I -� o � ,.�- '4 � � � I I f �� � � � / � FILL E%. DITCM „ --- � . 0 o N �, / � C r ' � O � � _1y / / � E O iE W II I Y� w o � ��/ �� G� MOODY PROPERT S � � � � � � � � � � NOTES: I w � � E/ / SEE SHEET 27 FOR -Y17- PROFILE � v I „ �� a e aiaRnv saeani cur z snse oircH �� SEE SHEEI' 30 FOR -SRI- PROFILE ,- 8 TONS SEE DEfAIL Y � � I � � —'" zi sv �eorexn�e SEE SHEET 31 FOR -SR2- PROFILE I w I� r y� '` � SITE 7 / SEE SHEET 33 FOR -DR2- PROFILE � a 61 � p ��' DRIVEWAY RADII ARE 70' UNLE$$ OTHERWISE NOTED I �I H�I 1203361 t v ET / TEMPORARY IMPACTS PROPOSED MONOLITHIC CONCRETE ISLAND N � j IN SURFACE WATER 0 MATCNL����E SHE�(�,0� /� � pAVEMENT REMOVAL m� I o� 0 2 0 I �_ I � rc _'��I� C'T A j� �� PROPOSED PAVED SHOULDER I WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (fit) (tt) (ft) SITE #1 -Y17RPC- 24+50 66" RCP 0.09 0.04 SITE #2 -L- 545+11 66" RCP 0.29 0.05 < 0.01 < 0.01 100 20 SITE #3 -Y17RPB- 25+70 72" RCP 0.01 < 0.01 145 60 SITE #4 -L- 569+00 60" RCP 0.05 0.03 0.02 0.02 < 0.01 364 35 SITE #5 -Y17- 8+85 Ditch & Bank Stabilization < 0.01 0.02 < 0.01 11 SITE #6 -Y17- 62+85 Roadway Fill 0.17 SITE #7 -SR2- 16+25 54" RCP 0.01 < 0.01 126 36 SITE #8 -Y17- 65+80 60" RCP 0.02 < 0.01 199 45 SITE #9 -Y18- 24+70 24" RCP Removal < 0.01 45 TOTALS": 0.42 < 0.01 0.14 0.02 0.24 < 0.01 945 241 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 Action History (UTC-05:00) Eastern Time (US & Canada) �brrrit by Anonymous User 6/1/2018 1:19:01 PM (Message Start Event) Accept by Carpenter,Kristi 6/1/2018 1:20:18 PM (DOT project) . The task was assigned to Carpenter,Kristi. The due date is: June 6, 2018 5:00 PM 6/1/2018 1:19 PM