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HomeMy WebLinkAbout20181249 Ver 1_Individual Application Pt 1 of 4_20180913�.xc S�ATf �y, m ,�Cy J �� �� . . s''� �� �e"� aAM �a �'�; STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR September 12, 2018 US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Attention: Eric Alsmeyer Regulatory NCDOT Project Manager JAMES H. TROGDON, III SECRETARY Subject: Application for a Phased Section 404 Individual Permit, Section 401 Individual Water Quality Certification, Neuse Riparian Buffer Authorization, Non-404 Jurisdictional Wetlands and Waters Permit for the construction of the Triangle Expressway Southeast Extension from NG55 Bypass in Apex to I-40, Wake and Johnston Counties. TIP Nos. R-2721, R-2828, and R-2829. Debit $570 from WBS 37673.1.TA2. Mr. Alsmeyer: The North Carolina Department of Transportation (NCDOT) proposes to construct a total of 28.8 miles of new alignment for the Complete 540 project in Wake and Johnston Counties. The Complete 540 project encompasses three NCDOT Transportation Improvement Plan (TIP) projects: R-2721 (NG55 Bypass to US-401), R-2828 (east of US 401 to I-40 Interchange), and R-2829 (east of I-40 to US 64/264). The intent of this letter is to request approval for a Phased Section 404 Individual Permit, Section 401 Individual Water Quality Certification, Neuse River Buffer Authorization, and Non-404 Waters Permit for R-2721 and preliminary (phased) permit for R-2828 and R-2829. Additional information included in the application package is as follows: ENG Form 4345, stormwater management plan (R-2721 A& B only), permit drawings, roadway plans, utility plans (R-2721 A& B only), North Carolina Division of Mitigation Services (NCDMS) Acceptance Letter for R-2721A, R-2721-B, and R-2828, and Interagency Project Meeting minutes dated July 12, 2017, February 15, 2018, and May 9, 2018. PURPOSE AND NEED There are two primary purposes for the Complete 540 project: (1) to improve mobility within and through the study area during peak travel periods, and (2) to reduce congestion on the study area's existing roadway network. A secondary purpose, or "other desired outcome," of the project was also identified: to improve system linkage in the regional roadway network by completing the 540 outer loop around the Raleigh metropolitan area- an infrastructure improvement that has been sought by local communities and planners for more than 40 years. TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 1 PROJECT DESCRIPTION The NCDOT proposes to construct a total of 28.8 miles of new alignment for the Complete 540 project in Wake and Johnston Counties. The Complete 540 project encompasses three NCDOT TIP projects: R- 2721 (NG55 Bypass to US-401), R-2828 (east of US 401 to I-40 Interchange), and R-2829 (east of I-40 to US 64/264). The lengths of each TIP are 8.6 miles, 8.8 miles, and 11.2 miles, respectively. R-2721 is located entirely in Wake County. R-2828 and R-2829 are located in both Wake and Johnston Counties. The new alignment will consist of siY lanes, with three 12-foot lanes in each direction, separated by a 70- foot wide median. Proposed interchange locations for the Complete 540 project include the NG55 Bypass, Holly Springs Road, Bells Lake Road, US-401, Old Stage Road, NG 50, White Oak Road, I-40, US-70 Bypass, Old Baucom Road, Auburn Knightdale Road, Poole Road, and US-64/264 Bypass. The highway is being proposed as a toll faciliry. PROJECT SCHEDULE Complete 540 will be completed in four phases R-2721 (R-2721A and R-2721B), R-2828, and R-2829. R-2721, for purposes of construction, will be constructed in two sections. R-2721 A begins west of NC 55 and ends east of Pierce-Olive Rd (SR 1389) and R-2721B begins east of Pierce-Olive (SR 1387) and ends east of Highway 401. Table 1 indicates anticipated construction LET dates. Table 1. Anticipated LET Dates Project Antici ated LET Date R-2721 A November 2019 R-2721B November 2019 R-2828 October 2019 R-2829 Post year Permit drawings for the proposed R-2721 (Sections A and B) have been completed. Preliminary impacts based on slope stakes plus 25 feet have been calculated for R-2828 and R-2829. The NCDOT will apply for any relevant permit modifications for R-2828 and R-2829 when final designs are complete. Construction will not commence on R-2828 and R-2829 until permit modifications have been received based on final design. NEPA DOCUMENT STATUS The Draft Environmental Impact Statement (DEIS) and Final EIS (FEIS) were approved in October 2015 and December 2017, respectively. The Record of Decision (ROD) was signed on June 6, 2018. These documents are available at https://www.ncdot.gov/prolects/complete-540/Pa�es/default.aspx. INDEPENDENT UTILITY The project is in compliance with 23 CFR Part 771.1 ll( fl, which lists the Federal Highway Administration (FHWA) characteristics of independent utility for a project: 1) The project connects logical termini and is of sufficient length to address environmental matters on a broad scope; 2) The project is a usable and reasonable expenditure, even if no additional transportation improvements are made in the area; 3) The project does not restrict consideration of alternatives for other reasonably foreseeable transportation improvements. TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 2 SUMMARY OF IMPACTS For R-2721A, proposed impacts to jurisdictional areas total 15.24 acres of permanent wetland (riparian and non-riparian) impacts, 10,428 linear feet of permanent stream impacts (including 1,068 lf of bank stabilization), 441 linear feet of temporary stream impacts, 1.93 acres of permanent surface water impacts, and 1,166,439 square feet of Neuse riparian buffer impacts. Additionally, R-2721A has 0.02 acres of isolated wetland impacts and 0.21 acres of isolated pond impacts. R-2721B has 12.69 acres of permanent wetland impacts, 0.60 acres of temporary wetland impacts, 9,443 linear feet of permanent stream impacts (including 907 lf of bank stabilization), 485 linear feet of temporary stream impacts, 14.04 acres of permanent surface water impacts, and 1,308,419 square feet of Neuse riparian buffer impacts. R-2721B has 2.43 acres of isolated wetland impacts and 1.52 acres of isolated pond impacts. Preliminary proposed impacts (based on proposed slope stakes plus 25 feet) for R-2828 include, 19.30 acres of permanent wetland (riparian and non-riparian) impacts, 20,086 linear feet of permanent stream impact, 5.99 acres of permanent surface water impacts, and 2,031,787 square feet of Neuse riparian buffer impacts. Additionally, R-2828 has 0.30 acres of isolated wetland impacts and 0.02 acres of isolated pond impacts. R-2829 proposed impacts (based on proposed slope stakes plus 25 feet) include 18.40 acres of permanent wetland impacts (riparian and non-riparian), 17,387 linear feet of permanent stream impacts, 7.57 acres of permanent surface water impacts, and 2,268,108 square feet of Neuse riparian buffer impacts. Table 2. R-2721A Jurisdictional Resources Impacts Perm. Stream (1� Perm. Riparian Non- isolated Isolated Impact Riparian Ponds Buffer Riparian Wetlands Ponds Bank Type Wetland �,etland (ac) �a�� �a�� Perm. Temp. Stab. �sq. f�) (ac) �a�� Zone 1/2 Cape Fear River Basin 0.0 0.01 0.02 0.0 021 102 23 10 (HUC 03030004) Neuse River Basin 1523 0.0 0.0 1.93 0.0 9,258 418 1,058 �13,620/ (HUC 452,819 03020201) Table 3. R-2721B Jurisdictional Resources I Impact Type Neuse River B asin (HUC 03020201) Riparian Non- Wetland Riparian Isolated Wetland Temp./ Temp./ �'�'etlands Perm. perm. (ac) (ac) (ac) 0.60/ 0.0 2.43 12.69 Stream (1� Isolated Riparian Ponds ponds Bank Buffer (ac) �a�� Perm. Temp. Stab. �sq. ft.) Zone 1/2 14.04 � l.sz � s,s36 � 4ss � 90� 820,102/ 488,317 TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 3 Table 4. R-2828 Permanent Jurisdictional Resources Imnacts (Prelimina Impact Type* Neuse River Basin (HUC 030202011 Riparian Non- isolated Wetland Riparian wetlands (ac) �'�'etland (ac) (ac) 1926 0.04 0.30 Ponds Isolated Stream (ac) Ponds ��� (ac) 5.99 0.02 20,086 *All impacts are assumed permanent. Types of impact will be quantified with permit modifications. Table 5. R-2829 Permanent Jurisdictional Resources Imnacts (Prelimin Impact Type* Neuse River Basin (HUC 030202011 Riparian Non-Riparian ponds Wetland Wetland (ac) (ac) (ac) 17.02 1.38 7.57 Stream ��� 17,387 Riparian Buffer (sq. f�) Zone 1/2 1,279,298/ 752,489 Riparian Buffer (sq. ft.) Zone 1/2 1,350,860/ 917,248 *All impacts are assumed permanent. Types of impact will be quantified with permit modifications. SUMMARY OF MITIGATION The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible. The proposed construction of R-2721, R-2828, and R-2829 will result in unavoidable impacts to jurisdictional streams, open water ponds, riparian and non-riparian wetlands, isolated wetlands and ponds, and Neuse River riparian buffers. The impact totals per TIP are shown in Tables 8-22. NCDOT is utilizing NCDMS for compensatory mitigation for R-2721. Compensatory mitigation for R-2828 will come from a combination of NCDMS and private mitigation banks. Currently, there is no compensatory mitigation strategy for R-2829 due to it being post year. North Carolina Division of Water Resources (NCDWR) mitigation requirements for permanent stream and wetland impacts at the 1:1 ratio will be met under the United States Army Corps of Engineers (USACE) mitigation requirement ratio of 2:1. Bank stabilization will not require mitigation for the USACE and will only require mitigation for NCDWR if the total length of impact on an individual stream is greater than 300 linear feet. Impacts to isolated wetlands will be mitigated at a 1:1 ratio for any impacts above one-half acre to meet the NCDWR mitigation requirement. In addition, Neuse River riparian buffer impacts in Zones 1 and 2 will be mitigated at a 3:1 ratio and 1.5:1 ratio, respectively. RESOURCE STATUS Water Resource Classifications The study area lies within the Piedmont physiographic region of North Carolina. Jurisdictional features within the project footprint are located in both the Cape Fear and Neuse River Basins (USGS Hydrologic Unit Codes 03030004 and 03020201, respectively), in Wake and Johnston Counties. TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 4 Table 6. R-2721 A I Stream Name UT to Little Branch UT to Middle Creek Middle Creek UT to Rocky Branch Rockv Branch I Jurisdictional Streams Number of Impacted Unnamed Tributaries 11 N/A 7 N/A Table 7. R-2721B Impacted Jurisdictional Streams NCDWR Index Number 18-7-6-1-1 27-43-15-(1) 27-43-15-(1) 27-43-15-4.5 27-43-15-4.5 NCDWR Classification C NSW NSW NSW NSW Number of Impacted Stream Name Unnamed Tributaries NCDWR Index Number NCDWR Classification UT UT to Panther Branch 1 27-43-15-9 C; NSW UT to Mills Branch 7 27-43-15-7 C; NSW Mills Branch N/A 27-43-15-7 C: NSW UT to Middle Creek 6 27-43-15-4 C; NSW UT to Bells Lake 1 27-43-15-6 C; NSW Bells Lake N/A 27-43-15-6 C; NSW UT to Camp Branch 3 27-43-15-5 C; NSW Camp Branch N/A 27-43-15-5 C; NSW There are no designated Outstanding Resource Waters (ORW), High Quality Waters (HQW) or water supply watersheds (WS-I or WS-II) within 1.0 mile downstream of the project area. There are no streams within the project area listed on the North Carolina 2016 Final 303(d) list of impaired waters for sedimentation and turbidity. Detailed information about the type and quality of the streams can be found in the Natural Resources Technical Report (NRTR, 2014) and the Natural Resources Memo (NRM, 2017). The reach of the Neuse River within the R-2829 project area has been identified as a North Carolina Wildlife Resources Commission (NCWRC) anadromous fish spawning area (AFSA) and an Inland Primary Nursery Area (PNA). The National Marine Fisheries Service (NMFS) has designated the Neuse River within the R-2829 project area as Critical Habitat for the Atlantic Sturgeon. Jurisdictional Determinations Wetland delineations for the Complete 540 project followed the 1987 Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987), the Regional Supplement to the Corps of Engineers Delineation Manual.• Eastern Mountains and Piedmont Region, and the Regional Supplement to the Corps of Engineers Delineation Manual: Atlantic and Gulf Coastal Plain Region. Stream identification and classification followed the NCDWR publication Identification Methods for the Origins of Intermittent and Perennial Streams. Wetland and stream delineations were conducted between January 2010 and August 2017. Wetland and stream delineations were field verified by the USACE and the NCDWR from July 2010 through April 2018. At this time, the USACE and NCDWR have not provided written verification of the resources within the Complete 540 project. The project's USACE number is SAW-2009-02240. TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 5 IMPACTS TO JURISDICTIONAL RESOURCES Utilitv Impacts Utility impacts associated with relocation of two sanitary sewer outfall lines maintained by the Town of Cary are included in this application. Both lines are currently located inside utility easements owned by the Town of Cary which will be inside a portion of the proposed right-of-way and crossing R-2721A and B in a perpendicular configuration. Both lines conflict with proposed construction. See Table 12 for utility impact amount and type. R-2721A and B utility impacts associated with the relocation of the Colonial Pipeline are to be covered under a separate Nationwide 12 permit. No wark will commence until jurisdictional impacts associated with utilities are quantified and permitted with the USACE and NCDWR. Jurisdictional Impacts bv TIP Tables 8 through 22 provide individual site impact amounts to wetlands, surface waters, and Neuse River riparian buffers. The detailed permit drawings for each section of the project, R-2721A, R-2721B, R- 2828, and R-2829, provide the station number, structure size/type, and type of impact associated with each site. R-2721A has impacts in both the Neuse and Cape Fear River Basins, while the remaining projects have impacts within the Neuse River Basin only. Impacts associated with R-2721A & B are based on final design. The impacts associated with R-2828 and R-2829 are preliminary and extend 25 feet outside of the estimated slope stake line. These impacts will be finalized through a permit modification prior to construction. The impacts stated in this application are consistent with the impacts presented in the Final Environmental Impact Statement (FEIS) with the exception of the stream impacts, riparian buffer impacts and pond impacts associated with R-2721. The riparian buffer and pond impacts increased from the FEIS as NCDWR has requested that riparian buffer impacts around ponds and pond impacts be extended to include the entire pond if the pond is being drained. This was requested during the May 9, 2018 Interagency Meeting. The stream impact increase is attributed to the request made during the February 15, 2018 Interagency Project Meeting, in which it was determined that further investigations were needed for the existing 60-inch RCP underneath Old McCullers Road near Wake Tech Community College (WTCC). Subsequent field inspections, hydraulic analysis, and discussions with NCDOT resulted in the proposal to replace the existing 60-inch RCP with a 2@ 7'X7' RCBC and stabilize the downstream portion of the stream with riprap. The replacement of the culvert requires additional stream stabilization upstream, and the decision was made to continue the stream stabilization upstream to the two new culverts underneath the proposed NC 540. This additional stream impact around Old McCullers Road near WTCC totaled 500 linear feet. Additionally, bank stabilization was increased based on comments made during the February 15, 2018 Interagency Project Meeting. NCDOT requested that riprap extend a minimum of 10 linear feet or four times the pipe size, whichever is greater. It was also requested that rip rap stabilization be extended to the limits of the temporary channel diversions. These requests increased bank stabilization beyond the assumed slope stake plus 25 linear feet used during the impacts for the FEIS. These two changes presented during the February meeting are responsible for the increase in stream impacts for R-2721. TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 6 Table 8. R-2721A Wetland Im acts Permit NRTR Permanent Drawing Label Impact Type Wetland Type Impacts (ac.) Site Number 1(Y3DET) WS Fill Riparian 0.38 1(Y3DET) WS Mechanized Clearing Riparian 0.07 2(Y3DET) WR Fill Riparian 0.09 2(Y3DET) WR Mechanized Clearing Riparian 0.02 3(Y3DET) WAK Fill Riparian 0.01 3(Y3DET) WAK Mechanized Clearing Riparian 0.02 3 VWZ* Fill Non-Riparian <0.01 3 VWZ* Excavation Non-Riparian <0.01 3 WVZ* Mechanized Clearing Non-Riparian <0.01 5 WF Fill Riparian 0.05 5 WF Mechanized Clearing Riparian 0.02 6 WG Fill Riparian 1.53 6 WG Excavation Riparian 0.06 6 WG Mechanized Clearing Riparian 0.02 9 WI Fill Riparian 027 9 WI Excavation Riparian <0.01 11 WK Fill Riparian 0.08 11 WK Excavation Riparian 0.03 12 WL Fill Riparian 0.48 12 WL Mechanized Clearing Riparian 0.03 13 WL Fill Riparian 0.17 13 WL Mechanized Clearing Riparian 0.01 15 WR Fill Riparian 1.73 15 WR Excavation Riparian 0.01 15 WR Mechanized Clearing Riparian 0.09 16 WU Excavation Riparian 0.67 17 WV Fill Riparian 0.11 17 WV Mechanized Clearing Riparian 0.01 18 WX Fill Riparian 0.83 18 WX Excavation Riparian 0.06 18 WX Mechanized Clearing Riparian 0.06 19 WY Fill Riparian 0.01 19 WY Excavation Riparian <0.01 19 WY Mechanized Clearing Riparian 0.04 20 WZ Fill Riparian 0.11 20 WZ Excavation Riparian <0.01 20 WZ Mechanized Clearing Riparian 0.04 21 WAB Excavation Riparian <0.01 21 WAB Mechanized Clearing Riparian <0.01 23 WAB Excavation Riparian <0.01 23 WAB Mechanized Clearing Riparian <0.01 24 WAC Fill Riparian 1.96 24 WAC Excavation Riparian 0.02 24 WAC Mechanized Clearing Riparian 0.07 26 WAE Fill Riparian 124 26 WAE Mechanized Clearing Riparian 0.08 TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 7 Table 8. R-272]A Wetland Impacts (cont.) Permit NRTR Permanent Drawing Label Impact Type Wetland Type Impacts (ac.) Site Number 27 WAE Mechanized Clearing Riparian 0.02 28 WAF Fill Riparian <0.01 28 WAF Mechanized Clearing Riparian <0.01 30 WAF Fill Riparian 1.42 30 WAF Mechanized Clearing Riparian 0.04 31 WAL Fill Riparian 020 32 WAM Fill Ri arian 0.04 33 WAK Fill Ri arian 0.33 33 WAK Excavation Ri arian 0.05 33 WAK Mechanized Clearin Ri arian 0.03 34 WAK Fill Ri arian 0.12 34 WAK Excavation Ri arian 0.01 34 WAK Mechanized Clearin Ri arian 0.52 35 WAI Fill Ri arian 0.01 35 WAI Excavation Ri arian <0.01 35 WAI Mechanized Clearin Ri arian <0.01 37 WAO (1) Fill Ri arian 0.31 37 WAO (1) Excavation Ri arian 0.03 37 WAO (1) Mechanized Clearin Ri arian 0.09 38 WAO (2) Fill Ri arian 0.32 38 WAO (2) Excavation Ri arian 0.02 38 WAO (2) Mechanized Clearin Ri arian 0.03 39 WAQ Fill Ri arian 020 39 WAQ Excavation Ri arian <0.01 39 WAQ Mechanized Clearin Ri arian 0.03 40 WAQ Fill Ri arian 026 40 WAQ Excavation Ri arian <0.01 40 WAQ Mechanized Clearing Riparian 0.04 42 WS Fill Riparian 0.06 42 WS Mechanized Clearing Riparian <0.01 43 WS Fill Riparian 0.19 43 WS Mechanized Clearing Riparian 0.07 46 WAG Fill Riparian 0.07 46 WAG Mechanized Clearing Riparian 0.03 47 WAH Fill Riparian 0.06 47 WAH Mechanized Clearing Riparian 0.03 48 WAJ Fill Riparian 0.08 Total Riparian Impacts HUC 03020201: 1523 Total Non-Riparian Impacts 0.01 HUC 03030004: * Impacts in HUC 03030004 TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 8 Table 9. R-2721A isolated Waters impacts (NCDWR Only) Permit Drawing NRTR Isolated Type Permanent Site Number Label Impacts (ac. 4 WE Wetland 0.02 4 PA Pond 0.21 Total Isolated Waters Impacts HUC 03030004: 023 Total isolated Wetland Impacts 0.02 HUC 03030004: ���abie iu. x-L�ilia �urtace waters impacts Permit Permanent Permanent Temporary Surface Surface Drawing NRTR Surface Water Stream Site Label �mpact Type Water Water Impacts Flow Number Impacts Impacts (Stream) (1� (Ponds) (ac) (Stream) (1� 1 SSF* Culvert 33 13 Perennial 1 SSF* Stabilization 10 Perennial 6 SF RCP 463 10 Intermittent 7 SG RCP 372 16 Intermittent 8 SH Fill 2302 52 Perennial 8 SH Stabilization 64 Perennial 10 SJ RCP 249 10 Intermittent 10 SJ Stabilization 13 Intermittent SO 14 (Middle Stabilization 57 14 Perennial Creek) 14A SM Fill 231 15 Perennial 15 SM Fill 33 Perennial 18 SS RCBC 273 21 Intermittent 18 SS Stabilization 81 Intermittent 18A SS Fill 91 Intermittent 19 ST RCBC 333 11 Perennial 19 ST Stabilization 122 Perennial 20 SV RCBC 277 21 Perennial 20 SV Stabilization 87 Perennial 22 SW RCP 104 10 Intermittent 25 PB Fill 0.40 N/A 27 SX RCBC 314 36 Perennial 27 SX Stabilization 119 Perennial 29 Fill 1.53 N/A 30 SZ Fill 251 10 Perennial/ Intermittent 31 SAC Fill 872 Perennial/ Intermittent 33 SAA RCP 251 9 Perennial 35 SAA Fill 779 57 Perennial 35 SAA Stabilization 79 Perennial 36 SAD RCBC 977 20 Perennial 36 SAD Stabilization 92 Perennial 38 SAE RCP 358 10 Intermittent 38 SAE Stabilization 18 Intermittent 39 SAG RCP 303 9 Intermittent TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 9 Table ]0. R-2721A Surface Waters Impacts (cont.) Permit Permanent Permanent Temporary Surface Surface Drawing NRTR Surface Water Stream Site Label �mpact Type Water Water Impacts Flow Number Impacts Impacts (Stream) (1� (Ponds) (ac) (Stream) (1� 39 SAG Stabilization 18 Intermittent 40 SAH Fill 10 Intermittent 41 SB* RCP 56 10 Perennial 44 SO RCBC 58 30 Perennial 44 SO Stabilization 123 Perennial 45 SX RCBC 211 41 Perennial 45 SX Stabilization 102 Perennial 49 SEE RCBC 28 Perennial 49 SEE Stabilization 83 Perennial 50 SEI Fill 128 6 Intermittent 51 SB* Fill 13 Perennial Total Im act: 1.93 t0,428 441 Total Bank Stabilization: N/A 1,068 Total Requiring Mitigation HUC 03020201: N/A 9,258 Total Requiring Mitigation HUC 03030004: N/A 102 *Impacts in H[JC 03030004 Table ]l. R-2721A Riparian Buffer Impacts Mitigation Allowable Allowable Wetlands Impacts requirements with with Allowable Total �n Requiring (s . f�) miti ation* miti ation** Impacts guffers^ Miti ation Zone 1 im act 82,093 592,677 38,850 713,620 113,200 561,570 Zone 2 im act 55,446 374,996 22,377 452,819 62,776 367,666 * Impacts other than Road Crossing, ** Road Crossing, ^ Allowable, non-mitigable buffer impacts have been deducted from wetlands in buffers. Table ]2. R-272]B Wetland Impacts Permit Temporary Drawing Site NRTR Impact Type �'�'etland Permanent Impacts Number Label Type Impacts (ac.) (ac.) 1 WAR Fill Riparian 0.05 1 WAR Mechanized Clearing Riparian O.OI 1 WAS Fill Riparian 1.34 1 WAS Excavation Riparian 0.01 1 WAS Mechanized Clearing Riparian 0.13 2 WAW(1) Fill Riparian 0.87 2 WAW (1) Mechanized Clearing Riparian 0.12 4 WAX Fill Riparian 0.13 4 WAX Excavation Riparian <0.01 4 WAX Mechanized Clearing Riparian 0.02 4 WAY Fill Riparian 0.06 4 WAY Mechanized Clearing Riparian 0.05 5 WBC Fill Riparian 1.12 5 WBC Mechanized Clearing Riparian 0.18 TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 10 Table ]2. R-2721B Wetland Impacts (cont.) Permit Temporary Drawing Site NRTR Impact Type �'�'etland Permanent Impacts Number Label Type Impacts (ac.) (ac.) 6 WBE Fill Riparian 0.54 6 WBE Excavation Riparian <0.01 6 WBE Mechanized Clearing Riparian 0.03 7 WBF Fill Riparian 023 7 WBF Mechanized Clearing Riparian 0.02 7 WBF Temporary Causeway Riparian 0.39 8 WBG Fill Ri arian 025 8 WBG Mechanized Clearin Ri arian 0.03 8 WBG Tem orar Diversion Ri arian <0.01 9 WBH Fill Ri arian 0.06 9 WBH Excavation Ri arian <0.01 9 WBH Mechanized Clearin Ri arian 0.25 12 WBI Fill Ri arian 0.86 12 WBI Excavation Ri arian 0.03 12 WBI Mechanized Clearin Ri arian 0.15 14 WBN (1) Fill Ri arian 0.39 14 WBN (1) Excavation Ri arian 0.03 14 WBN (1) Mechanized Clearin Ri arian 0.15 14 WBN (1) Tem arar Diversion Ri arian 0.04 16 WBN (2) Fill Ri arian 0.70 16 WBN (2) Excavation Ri arian 0.02 16 WBN (2) Mechanized Clearin Ri arian 0.41 17 WBP Fill Ri arian 0.50 17 WBP Mechanized Clearin Ri arian 0.07 17 WBP Tem orar Diversion Ri arian <0.01 17 WBQ Fill Ri arian 0.02 17 WBQ Mechanized Clearin Ri arian 0.02 17 WBS Fill Riparian 0.03 18 WBR Fill Riparian 0.18 20 WBY Fill Riparian 0.62 20 WBY Excavation Riparian 2.34 21 WBZ Fill Riparian 0.41 21 WBZ Mechanized Clearing Riparian 0.09 22 WCB Fill Riparian 0.14 22 WCB Excavation Riparian <0.01 25 WBW Fill Riparian 0.03 1* WAS Hand Clearing Riparian 0.05 1* WAS Temporary Excavation Riparian 0.03 1* WAS Temporary Fill Riparian 0.02 2* WAW Hand Clearing Riparian 0.03 2* WAW Temporary Excavation Riparian 0.01 2* WAW Temporary Fill Riparian 0.01 Total Ri arian Im acts: 12.69 0.60 *Impacts associated with the Town of Cary sewer relocation. TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 11 Table ]3. R-2721B isolated Waters impact Permit Drawing NRTR Impact Site Number Label Type 10 PG Fill 13 WBK Fill 13 WBK Excavation 19 WBV Excavation CDWR Isolated Pond Wetland Wetland Wetland Permanent mpacts (ac. 1.52 0.24 0.03 2.15 26 �E Mechanized Wetland <0.01 Total Isolated Pond Impact: I 1.52 Total Isolated Wetland Imnact: 2.43 Table ]4. R-2721B Surface Waters Impacts Permanent Permanent Temporary Permit NRTR Surface Surface Surface Stream Drawing Site Label Impact Type Water Water Water Flow Number Impacts Impacts Impacts (Ponds) (ac) (Stream) (1� (Stream) (1� 1 SAJ RCBC 304 Perennial 1 SAJ Fill 101 35 Perennial 1 SAJ Stabilization 77 Perennial 1 SAK Fill 18 10 Perennial 2 SAL Fill 398 11 Perennial 2 PD Fill 0.95 N/A 3 SAM RCBC 316 Perennial 3 SAM Fill 11 46 Perennial 3 SAM Stabilization 84 Perennial 4 SAR Fill 128 10 Intermittent 5 SAQ RCBC 460 Perennial 5 SAQ Fill 77 32 Perennial 6 SAS RCBC 268 Intermittent 6 SAS RCBC 273 Intermittent 6 SAS Fill 412 30 Intermittent 8 SAT Fill 105 Intermittent 9 SAU RCBC 252 Intermittent 9 SAU RCP 105 Intermittent 9 SAU Fill 283 22 Intermittent 9 SAU Stabilization 38 Intermittent 11 SAW RCP 404 Perennial 11 SAW Stabilization 20 60 Perennial 11 PF Fill 4.43 N/A 12 SAX Fill 157 46 Intermittent 14 SAZ Fill 402 28 Perennial 15 SBA RCBC 142 Intermittent 15 PI Fill 2.30 N/A 16 SBB RCP 315 Intermittent 16 SBB Fill 18 13 Intermittent 16 SBB Stabilization 46 Intermittent 17 SBF RCBC 11 Perennial 17 SBF Fill 170 46 Perennial 17 SBF Stabilization 368 Perennial TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 12 Table ]4. R-272]B Surface Waters Impacts (cont.) Permanent Permanent Temporary Permit NRTR Surface Surface Surface Stream Drawing Site Label Impact Type Water Water Water Flow Number Impacts Impacts Impacts (Ponds) (ac) (Stream) (1� (Stream) (1� 18 SBH RCBC 256 Perennial 18 SBH Stabilization 15 Perennial 18 PK Fill 6.36 N/A 20 SBI Fill 1,135 Perennial/ Intermittent 21 SBJ RCBC 977 Perennial 21 SBJ Fill 181 34 Perennial 21 SBJ Stabilization 204 Perennial 22 SBK RCP 490 Intermittent 22 SBK Fill 202 13 Intermittent 22 SBK Stabilization 55 Intermittent 23 SBN Fill 9 11 Intermittent 24 SSI RCP 1 Intermittent 24 SSI Fill 13 17 Intermittent 25 SBO RCP 115 Intermittent 25 SBO Fill 27 6 Intermittent 1* SAJ Open Cut 15 Perennial Total Im acts: 14.04 9,443 485 Total Bank Stabilization: N/A 907 Total Re uiring Mitigation: N/A 8,536 *Impacts associated with the Town of Cary sewer relocation. Table l5. R-2721B Riparian Buffer Impacts Mitigation Allowable Allowable Wetlands Impacts requirements with with Allowable Total �n Requiring (s . ft) miti ation* miti ation** Impacts Buffers^ Miti ation Zone 1 impact 108,386 698,035 13,681 820,102 223,799 582,622 Zone 2 impact 66,522 405,989 15,806 488,317 85,198 387,313 * Impacts other than Road Crossing, ** Road Crossing, ^ Allowable, non-mitigable buffer impacts have been deducted from wetlands in buffers. Table ]6. R-2828 Preliminary Wetland Impacts Permit Drawing Site NRTR Label Wetland Type Permanent Wetland Number Impacts (ac) 3 WCE Riparian 0.53 4 WCH Riparian 0.05 5 WCF Riparian 0.03 5 WCI Riparian 0.84 7 WCJ Riparian 0.11 8 WCL Riparian 022 9 WCQ Riparian 0.03 9 WCR Riparian 0.06 10 WCW Non-Riparian 0.04 11 WCZ Riparian 1.80 TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 13 Table ]6. R-2828 Preliminary Wetland Impacts (cont.) Permit Drawing Site NRTR Label Wetland Type Permanent Wetland Number impacts (ac) 14 WDE Riparian <0.01 14 WWD Ri arian 0.55 15 WDB Ri arian 2.41 16 WDF Ri arian 020 16 WDG Riparian 3.58 17 WDH Riparian 2.79 20 WDJ Riparian 0.41 21 WDM Riparian 0.42 22 WDN Riparian 0.02 23 WDO Riparian 0.70 24 WDP Riparian 0.02 25 WDV Riparian 0.62 26 WDS Riparian 0.08 28 WDW Riparian 0.12 29 WDX Riparian <0.01 30 WDZ Riparian 0.61 31 WEA Riparian 028 34 WEC Riparian 2.33 35 WED Riparian 0.09 40 WEV Riparian 0.02 40 WEW Riparian 0.02 42 WFN Riparian 0.09 44 WFD Riparian 0.01 44 WFC Riparian 0.02 44 WEL Riparian 0.03 47 WEJ Riparian 0.13 48 WNQ Riparian <0.01 49 WQC Riparian <0.01 50 WQA Riparian <0.01 51 WEF Riparian 0.02 Total: Ri arian 19.26 Non-Ri arian 0.04 Table ]7. R-2828 Preliminary Surface Waters Impacts Permit Permanent Surface Permanent Surface Drawing Site NRTR Label �'�'ater Impacts Water Impacts Number (Ponds) (Streams) (ac) (1� 2 SBP 576 3 SBQ 107 4 SBU 218 4 PM 1.36 5 SBR 431 6 SBS 28 8 SBY 493 9 SBX 430 10 PN 0.31 TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 14 Table ] 7. R-2828 Preliminary Surface Waters Impacts (cont.) Permit Permanent Surface Permanent Surface Drawing Site NRTR Label �'�'ater Impacts Water Impacts Number (Ponds) (Streams) (ac (1� l 1 PP 1.04 11 SCC 377 12 SCK 168 13 PQ 0.17 13 PR 0.97 14 SCF 55 16 PU 0.89 16 PV 0.93 16 PW 0.10 16 SCL 1252 17 SCM 330 18 SCN 183 19 SCQ 761 16 PY 021 20 SCP 451 23 SCT 442 24 SCV 470 25 SCY 2250 26 SDB 99 27 SDC 79 30 SDJ 442 31 SDK 26 32 SDL 656 33 SDM 1093 34 SDV 777 35 SDW 1051 37 PBI <0.01 38 SCZ 65 40 SET 919 41 SDO 1129 43 SES 350 44 SDT 1469 45 SDX 209 46 SDQ 792 47 SDR 139 48 SEM 868 49 SNK 456 50 SNO 61 51 SEK 123 53 SEL 183 54 SEV 78 Total: 5.99 20,086 TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 15 Table l8. R-2828 Prelimina Permit Drawing NRTR Site Number Label 1 WCD 36 PAB 39 WDR 52 WEG isolated Waters im acts (NCDWR � Impact Type Isolated Type Fi 11 Wetl an d Fill Pond Fill Wetland Fill Wetland Total Isolated Pond Im act: Total Isolated Wetland Imnact: Permanent Impacts 0.11 0.02 0.09 0.10 0.02 0.30 Table l9. R-2828 Preliminary Riparian Buffer Impacts Mitigation Allowable Allowable Wetlands Impacts requirements with with Allowable Total �n Requiring (s . ft) miti ation* miti ation** Impacts Buffers^ Miti ation Zone 1 impact 400,742 719,618 158,938 1,279,298 165,456 954,904 Zone 2 impact 201,606 453,399 97,484 752,489 78,142 576,863 * Impacts other than Road Crossing, ** Road Crossing, ^ Allowable, non-mitigable buffer impacts have been deducted from wetlands in buffers. Table 20. R-2829 Preliminary Wetland Impacts Permit Drawing Site NRTR Label Wetland Type Permanent Wetland Number Im acts (ac) 1 WFG Non-Riparian 0.02 2 WFJ Non-Riparian 0.09 3 WFN (1) Riparian 0.84 4 WFY Riparian 0.47 7 WFZ Riparian 0.14 8 WGB/WGC/WGD Riparian 0.03 9 WGG Riparian 0.16 10 WGJ Non-Riparian <0.01 12 WGM Riparian 0.02 13 WGN Riparian <0.01 14 WGO Non-Riparian 0.05 15 WGR Riparian 1.38 16 WGR Riparian 2.10 17 WGS Riparian 027 18 WGS Riparian 0.03 19 WGR Riparian 026 21 WGX (2) Riparian 021 22 WGY Non-Riparian 021 23 WGZ Non-Riparian 0.10 24 WHB Riparian 129 26 WHD Riparian 0.56 27 WHD (2) Riparian 029 29 WHH Non-Riparian 0.14 31 WHQ Riparian 0.18 32 WHP Riparian 0.03 33 WIC Riparian 0.05 34 WIH Non-Riparian 0.05 36 WIP Non-Riparian 0.06 TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 16 Table 20. R-2829 Preliminary Wetland Impacts (cont) Permit Drawing Site NRTR Label Wetland Type Permanent Wetland Number Impacts (ac) 37 WIQ Non-Riparian 0.06 38 WIR Riparian 0.05 39 WIW Riparian 0.78 41 WIU Riparian 0.11 42 WIV Riparian 0.16 43 WIY Non-Riparian 0.31 44 WIZ/WJA Riparian 0.18 46 WJD Riparian 0.43 47 WJF Riparian 129 48 WJG Non-Riparian 0.17 49 WJH Riparian 020 51 WJI Non-Riparian 0.11 52 WJK Riparian 0.61 53 WJJ (1) Riparian 3.12 54 WJJ (1) Riparian 0.33 55 WJJ (2) Riparian 0.45 56 WJX Riparian 0.05 57 WJX Riparian 0.03 59 WJT/WJU Riparian 0.05 60 WWG Riparian 0.01 63 WGV (1) Riparian 0.10 65 WJJ (1) Riparian 0.55 66 WJJ (2) Riparian 021 Total: Ri arian:17.02 Non-Ri arian: 1.38 Table 2l. R-2829 Preliminary Surface Waters Impacts Permanent permanent Surface Permit Drawing Site NRTR Label Surface Water water Impacts Number Impacts (Ponds) (ac) (Streams) (1� 3 SEW/SEY 542 5 SFH 413 6 SFF 469 7 SFE 612 8 SFB 322 9 SFA 326 9 PAD 0.03 11 SFX 155 12 SFD 468 13 SFC 227 15 SFR 155 16 SFN/SFQ 1191 19 SFS 534 20 SFT 794 24 SGC 681 25 SGD 293 TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 17 Table 2l. R-2829 Preliminary Surface Waters Impacts (cont) Permanent permanent Surface Permit Drawing Site NRTR Label Surface Water Water Impacts Number Impacts (Ponds) (ac) (Streams) (1� 26 SGE 492 27 SGF 513 28 SGG 798 30 PAH 0.03 31 SGK 164 32 SGK 500 33 SGO 227 35 SGJ 500 36 SGR 156 37 SGR 448 38A SGT 99 40 SGV 970 42 SGU 970 44 SGY 289 44 PAI 1.79 45 PAK 4.85 46 SHA 428 49 SHD 1096 50 SHC 212 53 SHC 1417 54 SHH 202 58 PAM 0.87 59 SHM 94 61 SHT 214 62 SFJ 94 63 SFZ (1) 31 64 SGA 197 65 SHL 94 Total: 7.57 17,387 Table 22. R-2829 Preliminary Riparian Buffer Impacts Mitigation Allowable Allowable Wetlands Impacts requirements with with Allowable Total �n Requiring (sq. f�) mitigation* mitigation** Impacts guffers^ Mitigation Zone 1 impact 328,354 916,586 105,920 1,350,860 229,248 1,015,692 Zone 2 Im act 235,382 594,817 87,049 917,248 93,191 737,008 * Impacts other than Road Crossing, ** Road Crossing, ^ Allowable, non-mitigable buffer impacts have been deducted from wetlands in buffers. MITIGATION OPTIONS The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation for all remaining unavoidable jurisdictional impacts. Avoidance measures were taken during National Environmental Policy Act (NEPA) planning process and the Safe, Accountable, Flexible, Efficient Transportation Equity TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 18 Act: A Legacy for Users (SAFETEA-LU) 6002 environmental review process. Minimization measures were incorporated as part of the project design. Avoidance and Minimization All jurisdictional features were delineated, field verified, and surveyed within the corridor for R-2721, R- 2828, and R-2829. Preliminary designs were adjusted to avoid and/or minimize impacts to jurisdictional features. NCDOT employs multiple strategies to avoid and minimize impacts to jurisdictional areas in all of its designs. For those impacts to jurisdictional streams and wetlands that cannot be avoided in their entirety, minimization efforts were utilized throughout the planning and design process. These are listed below. • Design Standards in Sensitive Watersheds will be implemented. • Considering environmental, hydraulic, and roadway perspectives, 2:1 slopes are proposed within the wetlands, where practical. • Toe protection is being installed in areas where sideslopes intersect with a wetland. • Energy dissipator pads and rip rap pads are being used near wetland areas to minimize the potential for erosion. • No staging of construction equipment or storage of construction supplies in jurisdictional wetlands or streams. • NCDOT and its contractors will not fill or perform land clearing activities within jurisdictional wetlands, buffers, streams or any areas under the jurisdiction of the USACE, or within isolated waters, except as authorized by the USACE and NCDWR. • Borrow and waste activities will occur outside of jurisdictional features. • Horizontal and vertical alignment shifts were analyzed from the functional design to the preliminary design of the Preferred Alternative. These shifts included multiple interchange layout options. Interchange layouts that best minimized overall impacts to jurisdictional features and surrounding residences and businesses, while maintaining effective traffic operations were selected. Detailed information about the alignment shifts can be found in the attached July 12, 2017 Interagency Project Meeting Minutes. • Grass swales, median roadway ditches, and rip rap dissipater treatments have been used where feasible. • Proposed box culverts will have a 1-foot sill and be buried 1 foot. • Hazardous spill basins will be installed near Swift Creek, as necessary along the proposed roadway. • Noise walls will help to minimize impacts to residential and other developed areas. • Sediment and erosion control devices will follow the NCDOT protocol for Environmentally Sensitive Areas, where required. • NCDOT is purchasing a 27 acre parcel (PIN 0770405615) north of Oxford Green Drive to avoid wetland and stream impacts associated with installation of a driveway for access. • The box culvert being installed on Middle Creek is being increased to promote wildlife passage at Station Y3 15+00. • Countersunk riprap pads will be utilized to minimize sedimentation impacts to jurisdictional streams. • NCDOT is proposing to bridge multiple streams and wetlands to avoid and minimize impacts to jurisdictional features. These include: o Middle Creek on R-2721 at Station L 85+00. o Wetland BF on R-2721 between Stations L 345+00 and L 350+00. o Juniper Creek and associated wetlands on R-2828 at Station L 660+00. TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 19 o Wetland WDV and Stream CY on R-2828, Stations L 832+21 to L 846+7L These wetlands are hydrologically connected to riparian wetlands associated with Swift Creek. o Swift Creek on R-2828 and associated wetlands at Station L 865+00. o Wetland FN on R-2829 at Stations L 975+00. o White Oak Creek (Austin Pond) on R-2829 at Station L 1085+00. o Wetland JJ (1) and Stream HC on R-2829 at Station L 1460+00 CompensatorV Mitigation The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent possible as described above. The unavoidable impacts to jurisdictional resources will be offset by compensatory mitigation. Below is a description of proposed mitigation for each TIP. TIP R-2721A & B The NCDOT is proposing to acquire compensatory mitigation for unavoidable impacts from the NCDMS for R-2721A & B(Tables 23 & 24) (see attached R-2721 A& B NCDMS letter of acceptance). These impacts occur in HUCs 03030004 and 03020201. The total USACE stream and wetland mitigation requirements exceed the NCDWR stream and wetland mitigation requirements; therefore NCDOT will request that NCDMS provide compensatory mitigation for R-2721A & B permanent stream impacts, permanent riparian wetland impacts, and permanent non-riparian wetland impacts at a 2:1 ratio. There will be allowable with mitigation and allowable without mitigation for Neuse River riparian buffer impacts. In addition, Neuse River riparian buffer impacts in Zones 1 and 2 will be mitigated at a 3:1 ratio and 1.5:1 ratio, respectively. All impacts to isolated wetlands will have mitigation provided in HUC 03020201 only. Impacts to isolated wetlands will be mitigated at a 1:1 ratio for any impacts above one- half acre to meet the NCDWR mitigation requirement. There is a total of 2.45 acres of impacts to isolated wetlands. Of the 2.45 acres, (0.02 acres — R-2721A and 2.43 acres — R-2721B) only 1.95 acres will be mitigated (2.45 acres — 0.5 acres). Therefore, due to the deduction of 0.5 acres, mitigation for isolated wetlands is shown only in Table 24. Table 23. R-2721A Mitigation Type Cape Fear River Basin Neuse River Basin (HUC 03020201) Riparian Non- Isolated Wetland Riparian wetlands (ac) �'�'etland (ac) (ac) 0.0 0.01 0.0 30.46 0.0 0.0 Stream i�fl 204 18,516 Riparian Buffer Calculation (sq. ft.) Zone 1 I Zone 2 561,570 367,666 x x 3.0 = 1.5 = 1.684.710 551.499 Riparian Buffer Total (sa. f�l 2,236,209 TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 20 Table 24. R-2721B Pro osed Com ensator Miti ation Riparian Non- Isolated Mitigation Type Wetland Riparian wetlands Stream Wetland (1� (ac) ,��� (ac) Neuse River Basin 25.38 0.0 1.95 17,072 (HUC 03020201) Riparian Buffer Calculation (sq. ft.) Zone 1 Zone 2 582,622 387,313 x x 3.0 = 1.5 = 1.747.866 580.970 TIP R-2828 Proposed totals of compensatory mitigation for R-2828 are shown in Table 25. Table 25. R-2828 Pro osed Com ensator Miti ation Riparian Non- Isolated Mitigation Type Wetland Riparian �,etlands Stream Wetland (1� (ac) ,_ _� (ac) Neuse River Basin 38.52 0.08 0.0 40,172 (HUC 03020201) Riparian Buffer Calculation (sq. ft.) Zone 1 Zone 2 954,904 576,863 x x 3.0 = 1.5 = ',864,712 865,294 Riparian Buffer Total (sq. f�) 2,328,836 Riparian Buffer Total lsa. ft.l 3,730,006 Compensatory mitigation for wetlands and buffers will be acquired from NCDMS for R-2828 (see attached R-2828 NCDMS letter of acceptance). Compensatory stream mitigation for R-2828 will be procured by way of NCDOT contracting with private mitigation banks in the 03020201 Hydrologic Unit of the Neuse River Basin. All streams impacted by R-2828 are within Hydrologic Unit 03020201. Each mitigation bank will be implemented according to the 2008 USACE Mitigation Banking Rules. Each site will be reviewed and approved by the regulatory agencies following the procedures set forth in these rules. All stream mitigation credits to be utilized for R-2828 will be released for use prior to submission of the phased permit modification application. Sixteen mitigation banks with approved instruments are being contracted to provide stream mitigation for R-2828, as identified below: Table 26. R-2828 Compensatory Mitigation Banks Site Name Stream Ty e Mitigafion Bank Develo er Milburnie Dam Warm Restoration Systems Pancho Warm Restoration Systems Bucher Warm RES Buffalo Branch Warm RES Cedar Grove Warm RES Hannah Bridge Warm RES Meadow Spring Warm RES Polecat Warm RES Poplar Creek Warm RES Selma Mill Warm RES Selma Mill II Warm RES Stone Creek Warm RES Uzzle Warm RES Hollowell Warm Water and Land Solutions Falling Creek Warm Wildlands Hydrology Grantham Branch Warm Wildlands Hydrology TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 21 NCDOT will utilize stream mitigation credits from a combination of some or all of these sites. Projected credit release from each site was calculated using the standard release schedule established in the 2008 Mitigation Rules. According to the acquired and projected credit release schedule submitted by the mitigation bank developers, the following annual and cumulative stream mitigation credits have been or will be released for use by the date indicated: Table 27. R-2828 Co Release Date 12/31 /2017 08/20/2018 12/31/2018 12/31/2019 �atory Mitigation Banks Credit Release Schedule Stream Released Credits (ln. ft.) Cumulative Stream Credit Release T e (ln. ft.) Warm 20,436 20,436 Warm 9,284 29, 720 Warm 13,560 43,280 Warm 27,545 70,825 NCDOT will purchase two stream mitigation credits to offset each linear foot of streams requiring mitigation impacted by the proposed project. An additiona120,0001f of stream mitigation has been reserved in the 03020201 HUC from DMS to address any potential shortage in the mitigation bank credit releases. TIP R-2829 Proposed totals of compensatory mitigation for R-2829 are shown in Table 28. Table 28. R-2829 Pro osed C Riparian Mitigation Type Wetland (ac) Neuse River Basin 34.04 (HUC 03020201) ensator Miti ation Non- Isolated Riparian �,etlands Stream Wetland (ac) ��� (ac) 2J6 0.0 34,774 Riparian Buffer Riparian Calculation (sq. ft.) Buffer Zone 1 Zone 2 Total (sq. ft.) 976,018 712,376 x x 3.0 = 1.5 = 3,996,618 2.928.054 1.068.564 Currently, there is no mitigation plan for R-2829 since the proposed construction date is more than 5 years in the future. Mitigation for the R-2829 section will be addressed in a permit modification submitted prior to construction. NCDOT anticipates using NCDMS to comply with any required compensatory mitigation for R-2829. FEDERALLY PROTECTED SPECIES As of June 27, 2018, the United States Fish and Wildlife Service (USFWS) identifies seven federally protected species potentially occurring in Wake County, six for Johnston County, and three for Harnett County. The National Marine Fisheries Service (NMFS) also lists the Atlantic sturgeon as a federally protected species in Wake and Johnston Counties, as of June 28, 2018. The NMFS designated the Neuse River in Wake and Johnston Counties as critical habitat for the Atlantic sturgeon. TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 22 Table 29. Federall Protected S ecies in the Pro'ect Corridor Scientific Name Common Name County Federal gabitat Present Biological Status Conclusion Red-cockaded Wake/ Picoides borealis �,00dpecker Johnston/ E No No Effect Harnett Notropis Cape Fear shiner Wake/ E Yes MA-NLAA mekistocholas Harnett Alasmidonta Dwarf wedgemussel Wake/ E Yes MA-LAA heterodon Johnston Elliptio Tar River spinymussel Wake/ E Yes No Effect steinstansana Johnston Elliptio lanceolata Yellow lance Wake/ T Yes MA-LAA Johnston Rhus michauxii Michaux's sumac Wake/ E Yes MA-NLAA Johnston Lysimachia Rough-leaved Harnett E Yes No Effect asper�ulaefolia loosestrife Acipenser Wake/ oxyrinchus Atlantic sturgeon Johnston E Yes MA-NLAA oxyrinchus MA-NLAA- May Attect, Not Likely to Adversely Attect; MA-LAA- May Attect, Likely to Adversely Attect; �- Endangered; T-Threatened NCDOT has determined the Biological Conclusion for the both the dwarf wedgemussel (DWM) and yellow lance (YL) is May Affect, Likely to Adversely Affect. A Biological Opinion (BO) was signed by the USFWS for the Complete 540 project on April 10, 2018. As part of the formal consultation process the USFWS did a jeopardy analogy to determine whether a federal action is likely to jeopardize the continued existence of species listed as endangered or threatened; or result in the destruction or adverse modification of designated critical habitat. The BO determined the Action is not likely to j eopardize the continued existence of the dwarf wedgemussel or the yellow lance. The Reasonable and Prudent Measures include funding a mussel propagation facility in Wake County, the Yates Mill Aquatic Conservation Center (YMACC), and performing a preconstruction mussel survey at the Swift Creek crossing and potentially relocating or taking into captivity any DWM and YL specimens. In the BO, the USFWS listed two Reasonable and Prudent Measures and three Terms and Conditions which implement the Reasonable and Prudent Measures. The three Terms and Conditions are as follows: 1) Funding will be transferred to Wake County within 30 days of receiving a Section 404 Clean Water Act permit for the Action from the USACE, NCDOT will transfer approximately $1,958,936 to Wake County for the construction of the YMACC. 2) Funding will be transferred to NCWRC within 30 days of receiving a Section 404 Clean Water Act permit for the Action from the USACE, NCDOT will transfer approximately $3,041,064 to the NCWRC Non-Game Aquatic Project Fund. These funds will be used for North Carolina State University's detailed proposal to operate the facility, including a facility manager and assistant at the YMACC to oversee the operation of the facility for propagation of DWM, YL, and other mussels. 3) Prior to conducting the preconstruction survey, NCDOT must coordinate with USFWS regarding the extent of the survey and to determine whether DWM and YL will be relocated or taken into captivity for propagation purposes. If DWM and/or YL are to be relocated, a relocation plan must be submitted to and approved by the USFWS. As of January 5, 2018 and February 27, 2018, NCDOT has entered into interagency agreements with Wake County and NCWRC for the establishment of the YMACC. TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 23 In addition to the DWM and YL, NCDOT concluded the Biological Conclusion for Cape Fear shiner, Michaux's sumac, Atlantic sturgeon critical habitat, and Atlantic sturgeon is May Affect, Not Likely to Adversely Affect while the conclusions for the red-cockaded woodpecker, Tar River spinymussel, and rough-leaved loosestrife were determined as No Effect. The USFWS BO concurred with the Biological Conclusion for Cape Fear shiner and Michaux's sumac for the following reasons: 1) There are only two known occurrences of Michaux's sumac within the Action area, and these two populations will not be directly affected by the Action. 2) The Cape Fear Shiner only occurs within the Cape Fear River Basin. Given that the alignment of the Action occurs within the Neuse River Basin only, there will be no construction related or operational effects to the Cape Fear Shiner. The NMFS concurred in a letter received May 21, 2018 with the effect determination of may affect, not likely to adversely affect for the Atlantic sturgeon and the Atlantic sturgeon critical habitat designation. The NMFS concurred because all potential effects to Atlantic sturgeon and its critical habitat were found to be discountable, insignificant, or beneficial. Copies of the USFWS BO and NMFS letter can found at: https://www.ncdot.gov/�oiects/complete- 540/Pages/default.aspx. Northern long-eared bat The USFWS developed a programmatic biological opinion (PBO) in conjunction with the Federal Highway Administration (FHWA), USACE, and NCDOT for the northern long-eared bat (NLEB) (Myotis septentrionalis) in eastern North Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities. The programmatic determination for NLEB for the NCDOT program is "May Affect, Likely to Adversely Affect." The PBO provides incidental take coverage for NLEB and will ensure compliance with Section 7 of the Endangered Species Act for five years for all NCDOT projects with a federal nexus in Divisions 1-8, which includes Wake, Harnett, and Johnston Counties, where the Complete 540 project is located. Bald and Golden Eagle Protection Act BGPA) In the July 9, 2007 Federal Register (72:37346-37372), the bald eagle was declared recovered, and removed (de-listed) from the Federal List of Threatened and Endangered Wildlife. This delisting took effect August 8, 2007. After the delisting, the Bald and Golden Eagle Protections Act (16 U.S.C. 668- 668d) became the primary law protecting bald eagles. Habitat for the bald eagle primarily consists of mature forest in proximity to large bodies of open water for foraging. Large dominant trees are utilized for nesting sites, typically within 1.0 mile of open water. A desktop-GIS assessment of the project study area, as well as the area within a 1.13-mile radius (1.0 mile plus 660 feet) of the project limits, was performed on June 30, 2014 using 2010 color aerials. The Neuse River and Lake Benson are the only water bodies large enough or sufficiently open to be considered a potential feeding source. A survey of the area within 660 feet of the project limits was conducted and no nests were observed. Also, during project-wide natural resource investigations biologists did not note the presence of nests or eagles. However, a review of the NCNHP database updated April 2014 revealed one known occurrence of this species within 1.0 mile of the project study area. A r�survey of suitable habitat in the selected corridor for the project area and all additional access areas was done by biologists from Cal� Engineers on February 8, 21, 22, and 23, 2018. No eagles or nests were observed during the field investigations. Due to minimal habitat and minimal impact anticipated for this project, it has been determined that this project will not affect this species. TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 24 Moratoria The reach of the Neuse River within the R-2829 section of the project area was identified as NCWRC Anadromous Fish Spawning Area (AFSA) and an Inland Primary Nursery Area (PNA). As a result, a construction moratorium will be in effect from February 15tb through September 30tb during construction on the bridge crossing the Neuse River. The NMFS designated the Neuse River within the R-2829 section of the project area as critical habitat for the Atlantic sturgeon. There will be a construction moratorium for in water work within the Neuse River from February 15tb through October 31st. Additionally, Design Standards for Sensitive Watersheds along with Project Design Criteria outlined in the NMFS letter will be implemented. Causeways and temporary work bridges will be installed/ removed outside the moratorium and construction will not block more than 50°/o of the stream. A copy of the NMFS letter can be found at: https://www. ncdot. gov/proj ects/compl ete-540/Pages/default. aspx. CULTURAL RESOURCES Historic Architectural Resources The NCDOT evaluated historic architectural resources for all of the DSAs for compliance with Section 4(fl of the United States Department of Transportation Act (USDOT) of 1966 and Section 106 of the National Historic Preservation Act of 1966. A Historic Architectural Resources Survey Report was completed in November 2014 for all of the DSAs within the Complete 540 project. The report contains data from three field surveys throughout the DSAs. There were 92 properties/historic districts requiring an intensive-level investigation. The intensive level investigations determined 25 properties/historic districts were eligible for the National Register of Historic Places (NRHP). The State Historic Preservation Office (SHPO) agreed with NCDOT's finding that the Preferred Alternative (DSA #2) would have no effect on 23 of 25 properties eligible for NRHP listing. Panther Branch School and the John Strain House are the two properties that would be affected. Panther Branch School is currently listed on the NRHP and continues to remain eligible for the NRHP under Criterion A. This site is within the finalized design corridor. Qualifying Criterion A properties must retain integrity and must be associated with a specific event marking an important moment in American prehistory or history or a pattern of events. The property has a No Adverse Effect, with Environmental Commitments effect determination. The Environmental Commitments are: Sauls Road is planned to be elevated over the new facility north of the Panther Branch School site. Impacts do not show substantial increase in noise levels. A small (18-inch) retaining wall required to eliminate the need for permanent easements at the school and across the street. (Decorative treatments may be required on the wall surface. The designs for the wall will be reviewed by Historic Preservation Office (HPO) prior to finalization for construction). The John Strain House is eligible for the NRHP under Criterion C. Qualifying Criterion C properties must retain integrity and either 1) embody distinctive characteristics of a type, period, or method of construction; 2) represent the work of a master; 3) possess high artistic value; or 4) represent a significant and distinguishable entity whose components may lack individual distinction. It was determined this property would not experience a noise impact and the predicted noise levels are below the Federal Noise TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 25 Abatement Criteria. The property has a No Adverse Effect, without additional Environmental Commitments. The SHPO concurred with NCDOT and FHWA that the Preferred Alternative (DSA #2) will result in "no adverse effect" to either property. The Concurrence Form for Assessment of Effects signed by NCDOT, SHPO, and FHWA is in the 2015 DEIS in Appendix B. Archaeological Resources The NCDOT evaluated archaeological resources for the preferred alternative (DSA #2) for compliance with Section 4(fl of the USDOT Act of 1966 and Section 106 of the National Historic Preservation Act of 1966. An Intensive Archaeological Survey: Technical Report was completed in September 2017. The report describes one site as qualifying for the NRHP under Criterion D. Criterion D is defined as a site that has yielded, or may be likely to yield, information important in history or prehistory. It was determined that the site contains data of importance but does not require preservation in place. Alternatives were investigated, shifting the highway and bridging the site. Shifting the road alignment would result in additional direct impacts to wetlands, streams, and existing residential areas. Bridging the site could avoid direct effects however; further review of the existing design compared with surrounding topography showed bridging would require significant design revisions in order to avoid wetlands and a nearby subdivision. This would increase the footprint of the project and produce an undesirable partial vertical curve on the bridge, NCDOT concluded to proceed with the existing design. Since this site does not warrant preservation in place, Section 4(� does not apply. NCDOT will establish a Memorandum of Agreement with SHPO in order to take into account the project's effect on archaeological resources. NCDOT will coordinate with the NC Office of State Archaeology relative to data recovery of materials in the site eligible for the NRHP. These commitments will occur during final design and construction. Section 4(f) Resources Middle Creek School Park is crossed by the final design corridor along a narrow strip of land along the northern edge. The impact area is 2.8 acres, of a 105-acre parceL It is wooded and has no formal park functions. The impacts to the area will not alter the function and use of the park use and disturbs a small percentage of land. FHWA determined it would be a de minimis impact. The Neuse River Trail is within the final design corridor. The roadway is proposed to cross the Neuse River Trail. The trail will be realigned to pass under the Neuse River bridge crossing. There will be temporary construction impacts but the trail would return to the original condition post-construction. FHWA determined it would be a de minimis impact. Concurrence letters can be found in the 2017 Final Stakeholder Involvement Report in Append� K. INDIRECT AND CUMULATIVE EFFECTS NCDOT prepared an Indirect and Cumulative Effects Memorandum in November 2017 (ICE Report) as a follow up to the Indirect and Cumulative Effects Report in December 2014. The ICE Report describes the predicted indirect and cumulative effects of land use and water quality in the Future Land Use Study Area (FLUSA). Three FLUSA datasets were used for comparison: 2010 Baseline (existing conditions), 2040 No-Build, and 2040 Build. The scenarios were analyzed using the preferred alternative (DSA #2) for the Complete 540 project and the probable effects within the FLUSA. Data used in this analysis are summarized from the following technical memoranda: TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 26 Memorandum on Local Jurisdiction Outreach and Methodology Updates (Quantitative ICE Assessment Memo #1). Memorandum on Land Use Scenario Methodology and Results (Quantitative ICE Assessment Memo #2). • Memorandum on Water Quality Modeling Methodology and Results (Quantitative ICE Assessment Memo #3). These memos and the complete ICE Report are located at: https://www.ncdot.gov/projects/complete-540/Pages/default.aspx. The ICE Report found that local planners generally believe the anticipated population growth in the FLUSA will occur regardless of whether the Complete 540 project is constructed, but the location and density of development may differ without project construction. The major iindings of the ICE Report are: • The development patterns anticipated under the 2040 Build scenario are more consistent with local land use plans than those anticipated under the 2040 No-Build scenario. • Notable land use changes are projected to occur between 2010 Baseline and 2040 No-Build scenario. • The projected differences in land use between the 2040 No-Build and 2040 Build scenarios are relatively small. o There is less than a one percent difference in acres of development between the 2040 No- Build and 2040 Build scenarios due to differences in development densities. • The 2040 Build scenario is generally an improvement over that of the 2040 No-Build scenario with respect to traffic performance measures. o Tier One analysis of FLUSA-level traffic conditions showed a slight increase in Daily and PM Peak Vehicle Miles Traveled (VMT) and Vehicle Hours Traveled (VHT) with Complete 540 in place, the congested Daily and PM Peak VMT/VHT, average Daily and PM Peak speeds, and Daily and PM Peak congested roadway mileage all improved in the 2040 Build scenario. o The Tier Two analysis of aggregate corridor-level traffic conditions within the FLUSA resulted in the same general findings. In nearly all the measures of effectiveness (MOE) comparisons, the majority of corridors experienced compounded annual growth rates (CAGR) of less than one percent difference when comparing the 2015 to 2040 No-Build and 2015 to 2040 Build scenario results. Overall, the analysis showed increased traffic and congestion in the 2040 Build scenario on corridors that connect with the Complete 540 and reduced VMT and VHT on roads that parallel Complete 540. Although the 2040 Build scenario traffic conditions show more of the selected corridors as congested, the 2040 No-Build scenario traffic conditions indicate congestion on many other corridors not included in the Tier 2 analysis. o The Tier Three volume-to-capacity comparisons showed that all areas with a Level of Service of "E" or worse had TDM daily volume-to-capacity ratios within the same threshold in both 2040 scenarios. This result indicates that these operational concerns would exist with or without the proj ect. • The modeled differences in impacts for most of the water quality parameters between the 2040 No-Build and 2040 Build scenarios are less than one percent. The changes in water quality measures between the 2040 No-Build scenario and 2040 Build scenario are minor in TIP R-2721 A&B, R-2828, and R-2829 Individual Permit Application Page 27 compacison to the overall cumulative impacts, �nost of which are likely to occur with o�• without construction of the Complete 540 project. FEMA COMPLIANCE The R-2721 project will require a total of two Conditional Letters of Map Revision (CLOMR) packages fo�� Camp Branch and Middle Creek, and a Memo►�andum of Agceement (MOA) between NCDOT and North Carolina Floodplain Mapping Program (NCFMP), Types 2a and 2b, for Rocky Branch. At the titne of this permit application submittal; Federal Emergency Management Agency (FEMA) and NCFMP MOA compliance has not been finalized. The CLOMRs and MOA will be subtnitted to NCFMP, in accordance with FEMA. The CLOMRs and MOA will be signed and authorized pt�ior to construction mobilization. Coordination foc impacts within the t7oodplain will be �•equired for thercmaining phases of the Complete 540 project. Fo�u� streams will require �EMA and/or NCFMP coordination for the R-2828 project and four additional streams foc R-2829. These will be submitted to and authorized by FEMA and/oc NCFMP prior to either project going to construction. The R-2828 and R-2829 projects will have the required information submitted at a later date and will coincide with any modifications to the individual permit (IP) being requested through this cover. The permit modifications will incorporate additional information regarding the status of the packages for R-2828 and R-2829. REGULATORY APPROVALS Section 404: Application is hereby made for a USACE Individual 404 Permit as �•equired for the above- described activities. Section 401: We are cequesting a Section 401 Individual W�te�• Quality Certiflcation, Neuse Ripacian Buffe�• Authorization, and Non-404 Jiu•isdictional Wetlands and Waters Permit (IWGPI0000) from NCDWR. We are p►•oviding this application to NCDEQ, for thei�� approvaL Authorization to debit the $570.00 Permit Application Fee fi�om TIP No. R-2721/WBS 37673.I.TA2 is hereby given. A copy of the permit application and its distribution list will be posted on the NCDOT website. Copies of the NEPA documents are also available on the NCDOT website at: https://www. ncdot.�ov/prolects/complete-540/Pa�es/default.aspx. Thank you for your assistance with this project. If you have any questions or need additional intortnation, please contact Deanna Riffey at driffey(a�ncdot.gov or 919-707-6151. Sincerely, ��� __ -y �i �-� \� � Philip S. Harris, [II, P.E., C.P.M Environmental Analysis Unit Head cc: NCDOT Permit Application Standa�•d Distribution List TlP R-2721 f1&B, R-2828, and R-2829 Individual Permit Application Page 28 U.S. ARMY CORPS OF ENGINEERS APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003 EXPIRES: 28 FEBRUARY 2013 33 CFR 325. The proponent agency is CECW-CO-R. Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE FILLED BYAPPLICANT) 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - Philip Middle - S Last - Harris III First - Middle - Last - Company - NC Department of Transportation- Env. Analysis Unit Company - E-mail Address -pharris@ncdot.gov E-mail Address - 6. APPLICANT'S ADDRESS: 9. AGENT'S ADDRESS: Address- 1548 Mail Service Center Address- City - Raleigh State - NC Zip - 27699 Country -US City - State - Zip - Country - 7. APPLICANT'S PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax a. Residence b. Business c. Fax 919-707-6123 STATEMENT OF AUTHORIZATION 11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. SIGNATURE OF APPLICANT DATE NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions) TIPs R-2721 (A & B), R-2828, and R-2829 (Complete 540 in Wake and Johnston Counties) WBS 37673.LTA2 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) Multiple in Neuse and Cape Fear River Basins Address 15. LOCATION OF PROJECT Latitude: �N Longitude: �W City - State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 7. DIRECTIONS TO THE SITE �ee attached vicinity maps by TIP number. 18. Nature of Activity (Description of project, include all features) The NCDOT proposes to construct a total of 28.8 milcs of new alignment for the Complete 540 project in Wake and Johnston Counties. The Complete 540 project encompasses three NCDOT TLP projects: R-2721 (NC-55 Bypass to US-401), R-2828 (east of US 401 to I-40 Interchange), and R-2829 (east of I-40 to US 64/264). The lengths of each TIP are 8.6 miles, 8.8 miles, and 11.2 miles, respectively. R-2721 is located entirely in Wake County. R-2828 and R-2829 are located in both Wake and Johnston Counties. The new alignment will consist of six lanes, with three 12-foot lanes in each dircction, separated by a 70-foot wide median. Proposed interchange locations for the Complete 540 project include the NC-55 Bypass, Holly Springs Rd., Bells Lake Rd., US-401, Old Stage Rd., NC- 50, White Oak Rd., I-40, US-70 Bypass, Old Baucom Rd., Auburn Knightdale Rd., Poole Rd., and US-64/264 Bypass. The highway is being proposed as a toll facility. 19. Project Purpose (Describe the reason or purpose of the project, see instructions) There are two primary purposes for the Complete 540 project: to improve mobility within and through the study area during peak travel periods, and to reduce congestion on the study area's existing roadway network. A secondary purpose, or "other desired outcome", of the project was also identified: to improve system linkage in the regional roadway network by completing the 540 outer loop around the Raleigh metropolitan area- an infrastructure improvement that has been sought by local communities and planners for more than 40 years. USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Wetlands, streams, riparian buffers and ponds will be impacted by construction of the new road alignment, upgrades to existing infrastructure in the vicinity of the new road, and installarion of drainage features. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards: Type Type Type Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards See attached permit drawings 22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) Acres or I Linear Feet 23. Description of Avoidance, Minimization, and Compensation (see instructions) See attached cover letter ENG FORM 4345, OCT 2012 Page 2 of 3 24. Is Any Portion of the Work Already Complete? �Yes �No IF YES, DESCRIBE THE COMPLETED WORK 25. Addresses of Adjoining Property Owners, Lessees, EtC., Whose Property Adjoins the Waterbody ��f more mar, can be entered here, please a:,ach a supolemen:al list). a. Address- See attached mailing list City - State - Zip - b. Address- City - State - Zip - c. Address- City - State - Zip - d. Address- City - State - Zip - e. Address- City - State - Zip - 26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL* IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED NUMBER NC DWR NW 12 - 40l WQC 20181 192 2018-08-28 2018-09-10 � Would include but is not restricted to zoning, building, and flood plain permits 27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the a �— � 9 � Z 2c�� 8 SI ATURE OF APPLICANT DA E SIGNATURE OF AGENT DATE The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a rnaterial fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. ENG FORM 4345, OCT 2012 Page 3 of 3 j. ra ROY COOPEI� Governor Environmental Quality August 22, 2018 Mr. Philip S. Harris, P.E., CPM Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: DMS Mitigation Acceptance Letter: R-2721A, NC 540 from West of NC 55 to East of SR 1389 (Pierce-Olive Road), Wake County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the stream, wetland and buffer mitigation for the subject project. Based on the information supplied by you on August 17, 2018, the impacts are located in CU 03020201 of the Neuse River basin and in CU 03030004 of the Cape Fear River basin in the Central Piedmont (CP) Eco-Region, and are as follows: Stream and River CU Eco- Stream Wetlands Wetlands Basin Location Region Cold Cool Warm Riparian Non- Coastal Ri arian Marsh Impacts Neuse 03020201 CP 0 0 9,258.0 15.23 0 0 Impacts Fear 03030004 CP 0 0 102.0 0 0.01 0 *Some of the impacts may be proposed to be mitigated at a 1:1 mitigation ratio. 5ee permit application for details. All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility for TIP Number R-2721 A. Subsequently, DMS will conduct a review of current NCDOT ILF Program xnitigation projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT ILF Program. �Nothing Compares,,� State of North Carolina i Environmenta! Quality 2l7 West Jones Street I 1601 Mail Service Center I Raleigh, North Carolina 27699-]601 919 707 8600 Mr. Harris August 22, 2018 Page Two NCDOT TIP R-2721 A Eca Buffer Impacts Buffer River Basin CU Region Zone 1 Zone 2 TOTAL Impacts Neuse 03020201 CP 561,570.0 367,666.0 929,236.0 DMS coxnmits to implementing sufficient compensatory mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS 8420. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely, Jam s B. Stanfill DM� et Management Supervisor Cc: Mr. Eric Alsmeyer, USACE — Raleigh Regulatory Field Off`ice Ms. Amy Chapman, NC Division of Water Resources File: R-2721A �Nothing Compares�..._ State of North Carolina I Environmental Quality 217 West Jones Street I 1601 Mail Service Center I Raleigh, North Carolina 27699-]601 919 707 8600 �;` ROY C�IOPER coverRor Environmentat Quality August 22, 2018 Mr. Philip S. Harris, P.E., CPM Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 I�i1ui'�: .FTi� Subject: DMS Mitigation Acceptance Letter: R-2721B, NC 540 from East of SR 1389 (Pierce-Olive Road) to East of US 401, Wake County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the stream, wetland and buffer mitigation for the subject project. Based on the information supplied by you on August 17, 2018, the impacts are located in CU 03020201 of the Neuse River basin in the Central Piedmont (CP) Eco-Region, and are as follows: 5tream and River CU Eco- Stream Wetlands Wetlands Basin Location Region Cold Cool Warm Ri arian Non- Coastal p Ri arian Marsh Impacts Neuse 03020201 CP 0 0 8,536.0 14.64 0 0 *Some of the impacts may be proposed to be mitigated at a 1:1 mitigation ratio. 5ee permit applicahon for details. All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility for TIP Number R-2721B. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation projects in the river basin to determine if available buffer mitigation credits e�st. If there are buffer xnitigation credits available, �hen the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT ILF Program. �Nothing Compares� State of North Garolina I Environmental Quality 217 West Jones Street I ib01 Mail Service Center I Raleigh, North Carolina 27699� 1601 919 707 Sb00 Mr. Harris August 22, 2018 Page Two NCDOT TIl' R-2721 B Eco- Buffer Impacts Buffer River Basin CU Re �on g Zone 1 Zone 2 TOTAL Impacts Neuse 03020201 CP 582,622.0 387,313.0 969,935.0 DMS commits to implementing sufficient compensatory mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS :�f►•Ila If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely, Jam B. tanfill DMS . - et Management Supervisor Cc: Mr. Eric Alsmeyer, USACE — Raleigh Regulatory Field O�ce Ms. Amy Chapman, NC Division of Water Resources File: R-2721 B �Nothing Compares�� State of North Carolina I Environmental Quality 217 West jones Street I 160] Mail Service Center I Raleigh, North Carolina 27699-1601 919 707 8600 Ehvironmental Quality August 22, 2018 Mr. Philip S. Harris, P.E., CPM Environmental Analysis Unit North Carolina Department of Transportation 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: Subject: DMS Mitigation Acceptance Letter: ROY C04PER Governor R-2828, NC 540 from East of US 401 to I-40 Interchange, Wake County The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the wetland and buffer mitigation for the subject project. Based on the information supplied by you on August 17, 201 S, the impacts are located in CU 03020201 of the Neuse River basin in the Central Piedmont (CP) Eco- Region, and are as follows: Stream and River CU Eco- Stream Wetlands Wetlands Basin Location Region Cold Cool Warm Ri arian Non- Coastal p Ri arian Marsh Impacts Neuse 03020201 CP 0 0 0 19.26 0.04 0 '�5ome oT the impacts may be proposed to be uutigated at a 1:1 xtut�gation ratio. See permit application for details. All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility far TIP Number R-2828. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation projects in the river basin to determine if available buifer mitigation credits exist. If there are buffer mitigation credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT ILF Program. �Nothing Compares,�_ State of North Carolina � Environmental Quality 2l7 West Jones Street � 1601 Mail Service Center � Raleigh, North Carolina 27699-1601 919 707 8600 Mr. Harris August 22, 2018 Page Two NCDOT TII' R-2828 Eco- Buffer Impacts Buffer River Basin CU Region Zone 1 Zone 2 TOTAL Impacts Neuse 03020201 CP 954,904.0 576,863A 1,531,767.0 DMS commits to implementing sufficient compensatory mitigation credits to offset the impacts associated with this project as determiued by the regulatory agencies in accordance with the In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from DMS 8420. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707- Sincerely, James B. t fill DMS Asset : anagement Supervisor Cc: Mr. Eric Alsmeyer, USACE — Raleigh Regulatory Field Office Ms. Amy Chapman, NC Division of Water Resources File: R-2828 �Nothing Compares�_ State of North Carolina � Environmental Quality 217 West Jones Street I 1607 Maii Service Center � Raleigh, North Carolina 27699-1601 919 707 8600 � NQR7H CAR�LINIa : � Turnpike Authority � � COMPLETE �.• are� C0111�Jlete 54� — Triangle Expressway Southeast Extension Wake and Johnston Counties STIP Nos. R-2721, R-2828, R-2829 INTERAGENCY PROJECT MEETING Agenda July 12, 2017 NCDOT Structure Design Conference Room C Century Center Building A 9:00 am to 11:00 am (time is subject to change) Purpose: Project status and review locations of project avoidance and minimization efforts. Project Status (including previous interagency meetings) 0 12/2009 — project introduction and establish Section 6002 Plan 0 02/2010 — agency scoping 0 08/2010 — purpose and need 0 09/2010 — purpose and need 0 11/2010 — public involvement and alternatives 0 01/2011 — public involvement and alternatives 0 08/2012 — alternatives 0 12/2012 — project advancement 0 09/2013 — recommended DSAs 0 12/2013 — finalize DSAs 0 11/2014 — bridging and minimization 0 08/2015 — reader friendly Draft EIS o Draft Environmental Impact Statement— 11/2015 o Public Hearing — 12/2015 0 02/2016 — public involvement and recommended Preferred Alternative 0 03/2016 — development of DSA design plans and impact minimization 0 06/2017 — quantitative ICE analysis 0 07/2017 — minimization o Final Environmental Impact Statement o Record of Decision • Preliminary Design (Wetland and Stream Impacts) Table 1(Handout 24) • Avoidance and Minimization Measures (Handout 24) o Horizontal and/or Vertical Alignment Shifts; Table 2(Figures 1-41) o Bridging: Table 3(Figures BF-1 — BF-7) o Retaining Walls and Noise Barriers (Figures Wall1-Wall14) o Interchange Types (Interchange Forms —(Not in Packet) • Wrap Up/Next Steps � NQR7H CAR�LINIa : � Turnpike Authority � � COMPLETE �.• are� C0111�Jlete 54� — Triangle Expressway Southeast Extension Wake and Johnston Counties STIP Nos. R-2721, R-2828, R-2829 INTERAGENCY PROJECT MEETING Handout #24 Impact Minimization for the Preferred Alternative The purpose of Handout #24 is to provide information on jurisdictional impacts associated with the Complete 540 project and efforts to avoid and minimize those impacts in accordance with Item 11 of the Section 6002 Coordination Plan for the project (latest edition dated November 26, 2013). This material and the associated Interagency Meeting provide an opportunity to consider avoidance and minimization of impacts to jurisdictional resources during the development of more detailed designs for the Preferred Alternative. Current Jurisdictional Impacts Table 1 presents jurisdictional impacts of the current preliminary designs for the Preferred Alternative (DSA 2), computed within construction limits (slope stakes) plus an additional 25 feet on each side. The jurisdictional impact categories include streams, riparian buffer zones, wetlands, ponds, floodway, 100-year floodplain, and 500-year floodplain. For comparison purposes, Table 1 also reports impacts of the previous functional designs for DSA 2, computed within construction limits (slope stakes) plus an additional 40 feet on each side. Avoidance and Minimization Measures Horizontal and Vertical Alignment Shifts Table 2 shows the changes in jurisdictional impacts that resulted from horizontal and vertical alignment shifts from the functional design to the preliminary design of the Preferred Alternative. Reductions in impacts are noted in terms of raw numbers and percentage changes. As indicated above, the preliminary design impacts were computed using slope stakes plus 25 feet and the functional design impacts were computed using slope stakes plus 40 feet. These avoidance and minimization impact areas are graphically represented in Figures 1 through 41. 2 In Figures 1 through 41, the original impacts for the functional designs (slope stakes plus 40 feef) are represented by the shaded transparent pink shape and the pink solid lines represent the previous functional design's horizontal alignment. The solid purple lines represent the current preliminary designs impacts (slope stakes plus 25 feet) and the solid yellow lines represent the current preliminary design's horizontal alignment. Table 2 also reports the total difference between impacts from the previous functional designs and the current preliminary designs as well as the percentage of impact avoidance. Bridging Table 3 reports the impact reductions to jurisdictional features by incorporating additional bridging at eight sites along the Preferred Alternative, which were agreed upon at the November 2014 and December 2014 Interagency Meetings. Bridge Figures 1 through 7(BF-1 through BF- 7) show these eight sites. At each of the eight sites, the recommended bridge lengths are longer than what is hydraulically required in order to reduce and minimize jurisdictional impacts. Table 4 shows the percentage of impacts avoided/minimized due to additional bridging. The first row reports the impacts to streams, wetlands, and other hydraulic features, that would result from providing minimum hydraulic requirements. The second row reports the same impacts with the additional bridging incorporated. The third row reports the difference between the two (actual avoidance) and the fourth row reports the percentage avoidance for each impact. Noise Sensitive Areas and Retaining Walls Wall Figures 1 through 14 (WF-1 through WF-14) show where walls were used to help avoid and minimize impacts to residential and other developed areas. In the wall figures, the yellow solid lines represent the likely noise barrier locations and the red solid lines represent retaining wall locations that were added to help minimize impacts to adjacent subdivisions. The likely noise barrier locations were identified in the Traffic Noise Analysis, completed in May 2015, and have been included in the preliminary designs for the Preferred Alternative. The retaining walls, shown by the red solid lines, were added as a result of a change in the maximum cut slope recommendations. The original functional designs were prepared with 2:1 slopes, but the current preliminary designs incorporate 3:1 maximum cut slopes to conform with the preliminary slope recommendations. This change resulted in additional impacts to some residential communities. Retaining walls were added in these areas to avoid these additional impacts. During final designs, alternative design strategies such as shoulder berm gutters, which may eliminate the need for some of these retaining walls, may be considered. Interchange Layouts During the development of the functional designs for all of the original 17 DSAs, multiple meetings with NCDOT were held to identify an interchange layout for each interchange location. In selecting a preferred interchange layout at each location, the project team considered multiple interchange layouts, reviewing the benefits and constraints of each. Approximate stream and wetland impacts under each layout were part of this consideration. The project team sought to select interchange layouts that best minimized overall impacts to jurisdictional features and surrounding residences and businesses, while also maintaining effective traffic operations. 3 For the preferred alternative, a total of 52 unique interchange layouts were considered for the 13 interchange locations. No figures or impact data are included in minimization packet, but figures for each interchange layout are available at the meeting. Further Minimization Efforts During the development of final plans and construction, Best Management Practices (BMPs) will be implemented to help further minimize impacts. For portions of the project that drain into receiving waters that are habitat for protected species, appropriate BMPs will be used. These additional measures will be coordinated at future Interagency Meetings addressing hydraulic design and stormwater management. � TABLE 1 PRELIMINARY DESIGN IMPACTS Streams Buffer Buffer Non- 100 Yr 500 Yr Streams Wetlands Wetlands Riparian Ponds Ponds Floodway TIP Category (Linear Zone 1 Zone 2 Riparian Flood Flood Feet) �Each) �Acres) (Acres) �Acres) (Each) (Acres) �Acres) lAcres) (Each) (Acres) (Acres) (Acres) Func. Design 18,891 45 26.33 16.72 28.96 47 24.28 4.68 5.18 8 9.14 17.16 18.76 Prelim. Design 18,574 47 26.79 17.27 28.90 50 26.44 2.46 5.46 7 7.99 14.88 16.44 R-2721 Delta -317 2 0.46 0.55 -0.06 3.00 2.16 -2.22 0.28 -1 -1.15 -2.28 -232 Percent Difference -1.68% 4.44% 1.75% 3.29% -0.21% 6.38% 8.90% -47.44% 5.41% -12.50% -12.59% -1330% -12.39% Func. Design 29,850 55 43.83 28.22 25.79 58 24.68 1.11 9.12 15 0.23 14.27 18.48 Prelim. Design 24,411 47 35.13 22.53 20.98 54 2034 0.64 8.84 14 0.06 12.83 16.78 R-2828 Delta -5,439 -8 -8.70 -5.69 -4.81 -4.00 -4.34 -0.47 -0.28 -1 -0.16 -1.44 -1.70 Percent Difference -18.22% -14.55% -19.85% -20.16% -18.65% -6.90% -17.59% -42.34% -3.07% -6.67% -72.21% -10.11% -9.22% Func. Design 17,069 39 24.99 17.35 19.58 44 18.28 1.31 6.74 15 8.20 34.43 44.44 Prelim. Design 16,470 45 25.09 17.54 18.73 51 17.51 1.22 10.34 18 6.83 33.66 43.10 R-2829 Delta -599 6 0.10 0.19 -0.85 7.00 -0.77 -0.09 3.60 3 -1.37 -0.77 -1.34 Percent Difference -3.51% 1538% 0.40% 1.10% -434% 15.91% -4.21% -6.87% 53.41% 20.00% -16.75% -2.23% -3.02% Totals Func. Design 65,810 139 Prelim. Design 59,455 139 Delta -6,355 0 Percent Difference -9.66% 0.00% 95.15 62.29 87.01 57.34 -8.14 -4.95 -8.55% -7.95% 7433 149.00 67.24 7.10 68.61 155.00 64.29 4.32 -5.72 6.00 -2.95 -2.78 -7.70% 4.03% -4.39% -39.15% 21.04 38 24.64 39 3.60 1 17.11% 2.63% 17.57 65.86 81.69 14.88 61.37 76.32 -2.69 -4.49 -5.37 15.30% -6.82% -6.58% Note: Functional Design impacts computed using slope stakes + 40ft,� Preliminary Design impacts computed using slope stakes +25ft. Note: Table 1 reports project impacts differental between functional design and preliminary design. (A negative delta is a reduction of impacts, a positive delta is an increase in impacts.J 5 TABLE 2 AVOIDANCE FROM ALIGNMENT SHIFTS STREAMS W ETLAN DS U � � C p � w w � Z � ` a 3 � v � � � TIP IMPACTS v � m m �o ,� � a � � ti N v Q Q � 04 � v a, � � z `o - v � � l N N Z N Linear Feet Acres Acres Acres Acres Acres Bells Lake Interchange (-L- 313+00 to 360+00) 8 Functional Design 1,527 2.12 1.46 2.34 2.34 0.00 Preliminary Design 1,376 1.91 1.30 2.29 2.29 0.00 Avoidance 151 0.21 0.17 0.05 0.05 0.00 % Avoidance 9.9% 9.9% 113% 2.1% 2.1% 0.00 R-2721 US 401 (-L- 425+00 to 500+00) Functional Design 10-11 4,971 7.46 4.76 7.03 4.88 2.15 Preliminary Design 3,913 6.17 3.95 6.69 4.54 2.15 Avoidance 1,058 1.30 0.81 034 0.34 0.00 % Avoidance 21.3% 17.4% 17.0% 4.8% 6.9% 0.0% US 401 (-L- 500+00 to 520+00) 12 Functional Design 1,531 2.82 1.77 1.69 1.51 0.19 Preliminary Design 1,335 2.68 1.71 1.55 1.42 0.14 Avoidance 196 0.14 0.06 0.14 0.09 0.05 % Avoidance 12.8% 5.1% 3.4% 8.2% 5.9% 27.0% Old Stage Interchange (-L- 565+00 to 615+00) 13-14 Functional Design 489 1.16 0.86 2.24 2.20 0.04 Preliminary Design 377 0.87 0.63 1.98 1.94 0.04 Avoidance 112 0.29 0.23 0.26 0.26 0.00 % Avoidance 22.9% 25.0% 26.7% 11.7% 11.9% 2.3% R-2828 NC 50 (Benson Rd) Interchange (-L- 755+00 to 805+00) 18 Functional Design 981 1.96 1.45 1.81 1.81 0.00 Preliminary Design 915 1.64 1.36 1.26 1.26 0.00 Avoidance 66 032 0.08 0.55 0.55 0.00 % Avoidance 6.7% 16.4% 5.7% 30.3% 30.3% 0.00 Swift Creek/Turner Farms (-L- 805+00 to 920+00) 19-21 Functional Design 7,092 9.68 6.35 5.46 4.96 0.51 Preliminary Design 6,501 8.72 5.69 4.14 4.05 0.09 Avoidance 591 0.96 0.65 132 0.91 0.41 % Avoidance 83% 9.9% 103% 24.3% 18.4% 82.0% Note: Functional Design impacts computed using slope stakes + 40jt,� Preliminary Design impacts computed using slope stakes +25jt. Note: rable 2 reports impact avoidance due to project alignment shifts. (Positive avoidance is a reduction of impacts, negative avoidance is an increase in impactsJ TABLE 2 (cont.) AVOIDANCE FROM ALIGNMENT SHIFTS STREAMS W ETLAN DS U � � C O � w w � Z � � ` a � � v � � � TIP IMPACTS / AVOIDANCE FROM ALIGNMENT SHIFTS v � m m ,o Q � � 'on � v a, � � z `o v C C l N N Z N Linear Feet Acres Acres Acres Acres Acres I-40 Interchange Shift (-L- 955+00 to 990+00) 27 Functional Design 495 0.80 0.60 2.85 2.67 0.18 Preliminary Design 521 0.68 0.51 0.94 0.77 0.18 Avoidance -26 0.12 0.09 1.91 1.91 0.00 % Avoidance -5.3% 14.6% 15.1% 66.9% 71.4% 0.0% Auburn Knightdale Interchange (1335+00 to 1360+00) 37 Functional Design 1,955 2.75 1.77 1.45 1.45 0.00 R-2829 Preliminary Design 1,850 2.56 1.62 1.15 1.15 0.00 Avoidance 105 0.19 0.15 030 0.30 0.00 % Avoidance 5.4% 6.8% 8.3% 20.5% 20.5% 0.00 US 64 /264 Interchange (1445+00 to 1495+00) 40-41 Functional Design 1,491 2.22 1.57 3.71 3.71 0.00 Preliminary Design 1,596 2.87 2.11 5.39 5.39 0.00 Avoidance -105 -0.65 -0.54 -1.68 -1.68 0.00 % Avoidance 7.0% -29.1% -34.6% -45.4% -45.4% 0.00 Functional Design 20,532 30.97 20.58 28.59 25.53 3.06 Total Preliminary Design 18,384 28.10 18.88 25.41 22.81 2.59 Avoidance 2,148 2.88 1.69 3.18 2.71 0.47 % Avoidance 10.5% 9.3% 8.2% 11.1% 10.6% 15.2% Note: Functional Design impacts computed using slope stakes + 40ft Preliminary Design impacts computed using slope stakes +25ft. Note: Table 2 reports impact avoidance due to project alignment shifts. (Positive avoidance is a reduction of impacts, negative avoidance is an increase in impacts) TABLE 3 IMPACT SAVINGS (REDUCTION) BY ADDITIONAL BRIDGING STREAMS (Savings) WETLANDS (Savings) HYDRAULIC (Savings) � � � � o � +"' ri � fV � � +"' fC f6 L vf in (6 (6 (O L � f0 � � � � (9 f0 �i � 'i N "6 -O } Q U Vf � � � C C TIP Site No. Figure No. ; � �o m �o m v� a z a E�° �° o o '� °1 N- �- aC aC � � � U j z � > Linear Feet Acres Acres Acres Acres Acres Each Acres Acres Acres 1 BF-1 272 0.23 0.04 0.003 0.003 0.00 0 0.00 0.01 0.00 R-2721 1A BF-1 126 0.16 0.01 0.00 0.00 0.00 0 0.00 0.00 0.00 8 BF-2 0 0.00 0.00 2.17 2.17 0.00 0 0.00 0.00 0.00 Total 398 0.40 0.05 2.18 2.18 0.00 0 0.00 0.01 0.00 16 BF-3 373 0.52 0.33 1.52 1.52 0.00 0 0.00 0.00 0.00 21 BF-4 1,495 1.82 1.13 4.39 4.39 0.00 0 0.00 0.00 0.00 R 28Z8 24 BF-5 1,619 2.53 1.96 8.62 8.62 0.00 0 0.00 7.02 0.00 Total 3,487 4.87 3.42 14.53 14.53 0.00 0 0.00 7.02 0.00 33 BF-6 208 0.39 0.35 1.97 1.97 0.00 0 0.00 2.14 0.00 R-2829 63 BF-7 39 0.07 0.05 5.56 5.56 0.00 0 0.00 0.00 0.00 Total 247 0.46 0.40 7.53 7.53 0.00 0 0.00 2.14 0.00 TABLE 4 IMPACT (% AVOIDANCE) BY ADDITIONAL BRIDGING STREAMS WETLANDS ITYDRAULIC � � � � o � +"' ri � fV � � +"' fC f6 L vf in (6 (6 (O L IMPACT SAVING FROM v fO c� c� `° fO �`a o �`a �� � }� ;� ` TIP ; �" o� o� v�- a z a � o 0 0 0 � a; BRIDGING �n � N m N m �� � � z� a o o c� � Linear Feet Acres Acres Acres Acres Acres Each Acres Acres Acres w/o Additional Bridging 18,972 27.19 17.33 31.08 28.62 2.46 7 5.46 14.89 0.00 R-2721 `N� Additional Bridging 18,574 26.79 17.27 28.90 26.44 2.46 7 5.46 14.88 0.00 Avoidance 398 0.40 0.05 2.18 2.18 0.00 0 0.00 0.01 0.00 %Avoidance 2.1% 1.5% 0.3% 7.0% 7.6% 0.0% 0.0% 0.0% 0.1% 0.0% w/o Additional Bridging 27,898 40.00 25.92 35.51 34.87 0.64 14 8.84 19.85 0.00 R 2828 w/ Additional Bridging 24,411 35.13 22.53 20.98 20.34 0.64 14 8.84 12.83 0.00 Avoidance 3,487 4.87 3.38 14.53 14.53 0.00 0 0.00 7.02 0.00 %Avoidance 12.5% 12.2% 13.1% 40.9% 41.7% 0.0% 0.0% 0.0% 35.4% 0.0% w/o Additional Bridging 16,717 25.59 18.00 26.26 25.04 1.22 18 10.34 35.80 0.00 R 2829 w/ Additional Bridging 16,470 25.09 17.54 18.73 17.51 1.22 18 10.34 33.66 0.00 Avoidance 247 0.50 0.46 7.53 7.53 0.00 0 0.00 2.14 0.00 %Avoidance 1.5% 1.9% 2.6% 28.7% 30.1% 0.0% 0.0% 0.0% 6.0% 0.0% w/o Additional Bridging 63,587 92.77 61.24 92.86 88.53 4.33 39.00 24.64 70.54 0.00 Total `N� Additional Bridging 59,455 87.01 57.34 68.61 64.29 4.32 39.00 24.64 61.37 0.00 Avoidance 4,132 5.76 3.91 24.25 24.24 0.01 0.00 0.00 9.17 0.00 %Avoidance 6.5% 6.2% 6.4% 26.1% 27.4% 0.2% 0.0% 0.0% 13.0% 0.0% 22 a a •�� �� � , . � �i,.� � t -,l a � 9: � ��� V 4a _� _i , M�i' ��► �- q �� : � ' �. � � .� , � � � , �' ' �: '�a�� � . 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Culvert � Green Corridor � Railroad Fig u re 12 Wake & Johnston Count additional natural resources surveys. 23 24 ' 7' .''� .� I,' �. � � ,- � `� yr � fi i a � �'�r ��� :s�t / ��` ` 4�, _ � � f`d.11 � r � \ \ \ -� �� � . �. �.t'. �,� '..1 `� �' _ r � r. i n � � �� �� 4 • � � � � ~ n � J � 1' �'� �- � -� � l �� � 4' ° �+ � s _ ' e I�. � � I' WCZ.(2) � � �� � . �y� I ° ' ��� � � � , N i� � � -� � Iy �F� I � �` +r ' � - "��� %�` � _ �I� ' �� S�� U ���"��':� � V �,� « �r �, �- ���'�� J �. �P '��,,�,��� . � � . . � �� � � „ �- ; _ � �� 0 _ ' - �• ��� ��r ;Z {1 �-:: U '. � �„�Z , �� ,? _ : `ak,'i. !� . � � � ��, . � � �. R � � �, �ri•."�:; u _-� . ., .' • � � •r �` �� ♦ t �M � �, � 4. �' ,d.y � i� l��il Y �7�� � � 1' 1�. ' ` ' � fi �� I.�� ��'`'! .�� � '� � � *�� y, � . � `. ,, •• ��f. � �. �' l � �j � I r � , V�F �;1 �r �•.��I� f' • • . _ ��""�� �� �� 1. . ,� '�► i' � �r i � i .�'�, . � . �� �' �q . � �.} _ � ��. \ „ �� A � � �yf ' n •: a r . '�' . 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QF iRAT�9p0 � NORTM CAROLINA ; � Turnpik� Au�#h�rity Interagency Proj ect Meeting FINAL MEETING SUMMARY Date: February 15, 2018 10:00 a.m. — 12:00 p.m. NCDOT Century Center — Structure Design Conference Room Project: STIP R-2721, R-2828, and R-2929 — Complete 540 - Triangle Expressway Southeast Extension Attendees: Donnie Brew, FHWA Monte Matthews, USACE Amanetta Somerville, USEPA* Ntale Kajumba, USEPA* Rob Ridings, NCDWR Travis Wilson, NCWRC Alex Rickard, CAMPO Kenneth Withrow, CAMPO Rodger Rochelle, NCTA* Nora McCann, NCDOT Roadway Jim Hauser, NCDOT EAU Deanna Riffey, NCDOT EAU Jared Gray, NCDOT EAU Brad Chilton, NCDOT EAU Jamille Robbins, NCDOT Public Involvement Bill Elam, NCDOT Hydraulics Brian Lipscombe, NCDOT Hydraulics Todd Lapham — NCDOT Utilities Donna Jackson, NCDOT Utilities ' Participated via telephone Presentation Materials: • Agenda • Presentation Mark Staley, NCDOT Roadside Environmental" Kristy Alford — NCDOT Structures Management Rupal Desai, NCDOT STIP Doumit Ishak — NCDOT Congestion Management Richard Hancock, NCDOT Division 5 Chris Murray, NCDOT Division 5 Kathy Smith. NCDOT Division 5 ROW Brian Rogers, NCDOT Division 5 ROW Jennifer Harris, HNTB/NCTA Brandon Barham, Ecological Engineering Reid Robol, Ecological Engineering Heather Smith, Ecological Engineering Josh Dalton, Sungate Design Will Hines, Sungate Design Jake Stanovich, Sungate Design Michael Wood, Three Oaks Engineering Nancy Scott, Three Oaks Engineering Roy Bruce, Lochner Brian Eason, Lochner Purpose: Project status update and review preliminary hydraulic design plans for R-2721 Project Discussion: The following information was discussed at the meeting: • Project Status: Roy Bruce gave a brief presentation, reviewing the projecYs Section 6002 coordination to date, summarizing the project status, and describing the technical work and coordination that have occurred since the previous Interagency Meeting in September 2017. • General Hydraulic Design Commitments: NCDOT committed to the following general hydraulic design provisions for the R-2721 project: o For cross-pipes, riprap will be used at all pipe outlets and at pipe inlets with a headwall. o At pipe outlets a countersunk riprap pad will be used in the streambed using Class B riprap. o For riprap on banks, Class I or II rip-rap will be used: ■ For cross-pipes less than 48-inches, Class I riprap will be used. Interagency Project Meeting — 02/15/18 Page 2 of 3 ■ For cross-pipes 48-inches or greater, Class II riprap will be used. o Riprap will extend a minimum of 10 feet or 4 times the pipe size whichever is greater. o Riprap will be used to fill in scour holes from the culvert invert to the end of the scour hole. o Toe Protection (Class B rip-rap) will be placed along the toe of the fill slope in wetland areas. o For 60 inch pipes or larger, box culverts to be used for L line crossings. o No precast culverts will be allowed. • Preliminary Hydraulic Design Review R-2721: Will Hines, Reid Robol, and Brandon Barham presented a sheet-by-sheet review for the preliminary hydraulic design for R-2721. The following comments and questions relate to the project and the hydraulic design. • Comments/Questions: • Sheet 5 and elsewhere on the project — USACE indicated to request a waiver for pipe burial for small pipes in wetlands to avoid draining the wetland. • Sheet 7 and elsewhere on plans — NCDWR indicated that pipe burial should be about 3 to 4 inches — essentially at the streambed. • Sheet 8— Verify that the cross-pipe is aligned with the stream at 60+00. The channel change will require riprap due to Triassic soils. On the Permit Drawings, a channel change typical section was requested.- • Sheet 9— Riprap should extend beyond any diversion channel or lateral ditch tie in (General comment).- The possibility of using steeper slopes for the fill will be investigated to avoid a channel change at the greenway crossing. Check greenway structure relative to potential utility conflicts. • Sheet 10 — Middle Creek bridges will be reviewed to move piers away streams to the maximum extent practicable. Generally storm water outlets are not desirable in a wetland. However, this may be acceptable in case where scour and velocity concerns are present. • Sheet 13 — Single barrel box culverts are to be buried one foot with a one-foot sill at the streambed elevation. Single barrel box culverts will not be filled. In order to avoid having a ditch in the wetland, the drainage system will tie to the box culvert. • Sheet 16 — For multiple barrel box culverts, the low flow barrel will be buried one foot with a one-foot sill at the streambed elevation. The high flow (overflow) barrel will contain a two-foot sill that uses riprap to create the floodplain bench. The high flow barrel will include +/-20 feet of a geotechnical recommended material at the inlet and outlet to "ramp" down to and back up from the culvert bottom to help prevent wildlife entrapment. • Sheets 17 — Effort should be made to help protect the wetland. If there is a ditch in the wetland, it should not drain the wetland. Minimize size and depth of ditches within wetlands (General comment). • Sheet 49 — Investigate the use of riprap on the relocated channel. • Sheet 21 — Relocate the pedestrian culvert crossing out of the wetland — perhaps parallel to the sewer line but not on top of the sewer line. • Sheet 25 — Check the stream buffers along stream SAP. • Sheet 27 — Relocate the pedestrian culvert out of the wetland. • Sheet 28 — Change the drainage from the monolithic island so it flows into the culvert. • Sheet 29 — Extend the jurisdictional stream (JS) through the service road. • Sheet 53 — There was agreement with removal of Y86 and purchase of the affected property to avoid the wetland impact of this service road. Lochner will send information on this parcel to NCDOT Division 5 Right of Way. If this service road remains as currently shown, this will require further discussion with the USACE. • Sheet 33 and all drained ponds — Pond muck will need to be removed from pond bottoms prior to placing rip-rap in proposed channels. A note will be needed in the plans to cover Interagency Project Meeting — 02/15/18 Page 3 of 3 this condition. Consider trapezoidal rock checks in the lateral base ditch from —L- Sta. 408+50 to 415+00 RT. • Sheet 35 —Use one cross pipe (the 30" RCP) instead of two as shown in the preliminary plans. • Sheet 37A — Beaver activity at this on-site stream mitigation site was discussed. NCDOT will need to remove the beavers from the site prior to construction and during the 5 to 7 years of monitoring. Once the monitoring period is over, if the beavers return, no action will be required of NCDOT. An agency site visit is desired at this location. No beaver removal or actions to remove beaver dams should be undertaken until after interested agencies can visit the site. • Sheet 38 — Further investigations and considerations are needed for the existing 60" RCP under Old McCullers Road at Wake Technical Institute. • NCDWR requested that a longer meeting period be scheduled for the next hydraulic design review for R-2721. • Sufficient right of way should be provided along the project to adequately allow for needed drainage elements including erosion and control measures. • USACE and NCDWR requested a meeting with NCDOT in advance of the next hydraulic design meeting to review the permit materials to be presented. Previous Action Items (from July 12, 2017 IAM): • NCDOT will provide agencies with a copy of this meeting's presentation and meeting summary. (Completed) • NCDOT (B. Yamamoto) and USACE (E. Alsmeyer) will contact USEPA (C. Militscher) to convey information from this meeting and determine if USEPA has any issues of concern with the project. Subsequent to the July 12 meeting, a coordination meeting with USEPA was held on July 25, 2017 to discuss avoidance and minimization for the project. A summary of that meeting was included with the meeting summary. (Completed) New Action Items: • NCDOT will provide agencies with a copy of the meeting summary. • Lochner will provide property information to NCDOT Division 5 Right of Way for the parcel at Y8B. Interagency Project Meeting — 02/15/18 ��F NORTH rq� 1 �1�. 1v % y v� * :� P,Pf 4gP ��h! QF iRAT�9p0 � NORTM CAROLINA ; � Turnpik� Au�#h�rity Interagency Proj ect Meeting MEETING SUMMARY Date: May 9, 2018 1:00 p.m. — 5:00 p.m. NCDOT Century Center — Structure Design Conference Room Project: STIP R-2721, R-2828, and R-2929 — Complete 540 - Triangle Expressway Southeast Extension Attendees: Donnie Brew, FHWA Eric Alsmeyer, USACE Amanetta Somerville, USEPA* Rob Ridings, NCDWR Travis Wilson, NCWRC* Chris Lukasina, CAMPO Rodger Rochelle, NCTA Dennis Jernigan, NCTA Nora McCann, NCDOT Project Management Deanna Riffey, NCDOT EAU Matt Lauffer, NCDOT Hydraulics Bill Elam, NCDOT Hydraulics Brian Lipscomb, NCDOT Hydraulics Mark Staley, NCDOT Roadside Environmental* Chris Murray, NCDOT Division 5 Environmental * Participated via telephone Presentation Materials: • Agenda • Preliminary Permit Drawings Nikki Thomson, NCDOT Division 5 Environmental Tracy Vann, NCDOT Division 5 ROW Brian Rogers, NCDOT Division 5 ROW Jennifer Harris, HNTB/NCTA Jenny Fleming, Ecological Engineering Reid Robol, Ecological Engineering Heather Smith, Ecological Engineering David Cooper, Ecological Engineering Will Hines, Sungate Design Jake Stanovich, Sungate Design Michael Wood, Three Oaks Engineering Kevin Thomas, Kleinfelder Roy Bruce, Lochner Brian Eason, Lochner Purpose: Project status update and review preliminary permit drawings primarily for R-2721 (detailed permit) but also for R-2828 and R-2829 (corridor level permit). Project Discussion: The following information was discussed at the meeting following self-introductions: • Project Status: Roy Bruce gave a brief opening overview; reviewing the project's Section 6002 coordination to date, summarizing the project status, and describing the intent of the meeting. • General Comments o Chris noted that clearing impacts are 10' from edge of toe protection o Chris explained that some areas show more than 10' of clearing to make field demarcation clearer and for constructability o Note that NCDWR mitigation requirement is based on impacts per stream o Utility impacts will be shown on a separate set of drawings but included in the permit applications for Complete 540. o Colonial will be included in the utility impact permit drawing set. Interagency Project Meeting — 05/09/18 Page 2 of 6 o Directional bore is considered permanent impact to wetlands due to clearing and grubbing. o Show entire PDE as impact. o No stream impacts with directional bore o Dennis will let us know the response from Colonial on width of impact. Colonial responded that they clear and grub easement. o Chris asked for the opportunity to review the utility impacts/drawings • General Revisions o Consistency between projects o Add call outs with stream and wetland identifier from waters report o Label sites independently if called different streams in waters report, this may affect mitigation requirements for NCDWR. o Trim buffer impacts to wetland/stream impacts in select areas to standardize construction limits. o Show buffer impacts all the way around any pond with buffers that is being drained. If the pond is gone then the buffer will be gone and must be shown as an impact. Only show impact on plans to easement. Summary sheet should include all impacts. Notes to be added to the effect that, although impacts not shown beyond easement, impact calculations include entire pond buffer. o Will countersunk Class B rip rap in the stream bed require mitigation? — o USACE — no mitigation required o NCDWR - yes if over 300' at a single site. o Show rip rap as stabilization in summary table o Where toe protection meets a stream add detail for rip rap at stream embankment on the roadway plans. o Details for channel changes needs to show countersunk rip rap, detail to be included in the roadway plans. o Add temporary impacts in wetland for temporary diversion channel o Make sure enough clearing impacts are shown for equipment o Label pipes to be buried and give depth of burial. o Make sure impacts are based on JS limits in .WET file. o Check to see if any streams do not require mitigation, check maps for "miY' label o Make sure buffer impacts extend far enough to capture any temporary diversion for construction. o Remove JS Mit labels o Isolated Wetlands — o USAE mitigation is not required. o NCDWR needs to check threshold for mitigation o Deanna to review waters report to see if isolated wetlands are identified and get with the USACE and NCDWR to make an isolated determination if needed o Buffer around all ponds that are drained are considered impacted. o Do not hatch beyond easement but add note to label as total take. o These impacts are considered road crossing impacts. o Greater than 1/3 acre per site is mitigable. Interagency Project Meeting — 05/09/18 Page 3 of 6 • Preliminary Wetland and Surface Water Permit Drawing Review R-2721A: Will Hines presented a sheet-by-sheet review for the preliminary permit drawings for R-2721A. The following comments and questions relate to the R-2721A project and the preliminary permit drawings: o Site 4(PSH 6& 6B) — Pond does not have buffers; remove from buffer impacts — why jurisdictional? o Site 6(PSH 7) — add countersunk rip rap pad at inlet of pipe o Site 10 (PSH 8)- Insert streambank detail where toe protection hits the stream o Impact tables do not reflect site 12a, please make sure tables match drawings o Site 12a (PSH 9)-impacts should be combined with site 8 since same stream for NCDWR mitigation purposes o Site 15 (PSH 10) — Show permanent impact where rip rap ties to channel and TS 5 feet outside rip rap o Site 15 (PSH 10) — Rob asked if drainage system collecting all water from the bridge? Will responded with yes and described modified concrete flume that takes water from bridge to median ditch o Site 16 (PSH 11)— Will explained that the wetland is being undercut. Eric requests this be called a total take and show entire area as excavation. Part of wetland is outside ROW — do not show symbology but note total take on plan sheet and summary table. o Site 17 (PSH 12)— Roy noted that the noise wall will be shortened to reduce impacts. Sungate to revise drawing to show impact stopping 10' from rip rap. Also add more fill in wetland where ditch ties o Site 18 (PSH 13)- Need temporary impact (excavation) due to diversion ditch. Need to increase mechanized clearing. o Site 28 (PSH 17) — Eric asked if rip rap at pipe outlet will be in the wetland. Chris and Will explained that the rip rap will only be placed in the stream feature. o Site 32 (PSH 17C) — Add temporary stream impacts upstream of new channel relocation o Impacts from site 32, 33,34 and 46 need to be noted as same stream for mitigation determination purposes, specifically DWR o Site 33 (PSH 17C) — add TS impacts o Site 35a (PSH 18) — add small amount of fill in wetland where ditch ties o Site 36 (PSH 18)— square off mechanized clearing to match right side, add fill for ditch on right o Site 37 (PSH 19)— extend stream fill impact (SAG) to confluence since cutting off hydrology. Connect toe protection between sites 37 and 38. o Site 38 (PSH 20)— verify beginning of Jurisdictional stream o USACE has some issue with combining stormwater and streamflow at sites 37 and 38. Design can remain as is; however, it is not how they normally see it. o Site 39 (PSH 40)— Add TS label o Site 42 (PSH 42)— Middle Creek — Agencies asked for a cored slab bridge at this location. Due to traffic volume we cannot use cored slab. Any type of bridge will require a grade change. Roy explained that to minimized impacts to adjacent wetland and greenway (park) we opted to utilize a box culvert with extra barrels for wildlife. (Roy Bruce coordinated with Travis Wilson (NCWRC) and his response was "...WRC can concur with the 4 barrel box culvert design. " o Site 42 (PSH 42)— make sure all impacts are accounted for between the permanent condition and temp. detour o Site 43 (PSH 46) — add countersunk rip rap at inlet of culvert o Site 46 (PSH 48)— include impacts with Sites 31, 32 & 34 Interagency Project Meeting — 05/09/18 Page 4 of 6 o Site 48 (PSH 49)- add TS upstream of channel work o Pond PB (PSH 16)— drain but no buffer impacts, will be surface water pond impacts o Pond located on Sheet 17 at Station 175+00 -L- LT: We discussed this pond at the very end of the meeting. We did not show impacts and it was not included in the WET file. We are going to drain the pond so there will be surFace water impacts, but no buffer impacts. o Preliminary Buffer Permit Drawing Review R-2721A: Will Hines presented a sheet-by-sheet review for the preliminary buffer permit drawings for R-2721A. The following comments and questions relate to the R-2721A project and the preliminary buffer permit drawings: o Site 4(PSH 6)— no buffers in the Waters Report — why is this a jurisdictional pond? o Buffer impacts should match wetland impacts in select areas — minimum is 10 feet from fill slope for buffers — do not just go to the right of way line o Buffer Site 23 (PSH 20)- Determine where stream starts and change buffer impacts based on correct stream start point o Buffer Site 25 (PSH 41) — trim impacts to 10' from pipe installation for EC o Pond PB (PSH 16) — drain but no buffer impacts, will be surface water pond impacts o Pond located on Sheet 17 at Station 175+00 -L- LT: We discussed this pond at the very end of the meeting. We did not show impacts and it was not included in the WET file. We are going to drain the pond so there will be surface water impacts, but no buffer impacts. • Preliminary Wetland and Surface Water Permit Drawing Review R-2721 B: Reid Robol presented a sheet-by-sheet review for the preliminary permit drawings for R-2721 B. The following comments and questions relate to the R-2721 B project and the preliminary permit drawings: o Clean up gaps in clearing symbology. o Separate sites with impacts to two or more streams for NCDWR mitigation purposes. o Site 1(PSH 21)— adjust tributary alignment so it ties smoother and adjust impacts o Sheet 30 — make sure small wetland is either avoided or shown as impact.(further response below based on file review) o An "Exist Hydro Stream of Body of Water" is shown in the FS file coming up through this plan sheet within the impact areas. No matching feature is shown in the WET file, and the feature is not given JS symbology in the FS file. The feature is not labeled in the WET file, and is not shown in the Waters Report or NRTR. We have considered this feature and other similar features to be non jurisdictional and have not included impacts to them in the permit drawings. o Recent (but not current) designs showed no impact to Wetland BH on this plan sheet; however, the current version of the RDY SS file comes within 10' of approximately 1.1 square feet of the wefland. If this stays consistent in future design files, sheet 30 will be added and this impact will be shown as mechanized clearing. o Site 9(PSH 31) — move Wetland BI label off of noise wall o Site 10 (PSH 33) - Wetland BK should be its own site o Site 10 (PSH 33)— easement needs to be revised to encompass pond o Site 11 (PSH 34)— tie two pipes together with shallow rip rap ditch and show excavation in wetlands in the area. o Sheet 36, make sure stream is either non-jurisdictional or included in permit drawings. (further response below based on file review) o An "Exist Hydro Stream of Body of Water" is shown in the FS file coming up through the middle of this plan sheet within the impact areas. No matching feature is shown in the WET file, and the feature is not given JS symbology in the FS file. The feature is not labeled in the WET file, and is not shown in the Waters Report or NRTR. We have Interagency Project Meeting — 05/09/18 Page 5 of 6 considered this feature and other similar feafures to be non jurisdictional and have not included impacts to them in the permit drawings. o A large stream/wetland complex is shown at the bottom of the plan sheet, outside any impact areas. No stream or wetland impacts were seen upon checking the p/an sheet. o The upper right corner of the plan sheet has a small portion of Pond K, which has been captured on sheets 37 and 37A. o Site 13 (PSH 37)— Stream SBM is a relic channel and not jurisdictional o Site 13 (PSH 37 & 65)emergency stream repair in the Woods of Ashbury along Mills Branch o Dennis wants to do an emergency repair before the project goes to construction — would like Agency feedback from agencies today. o Class II on banks and some small stone in channel to keep from further erosion o This can be done under Nationwide 13, NCDWR would require notification for buffer impacts but can use reason of protection of existing structure o USACE would prefer not to permit under NW 3 o Documentation for agencies required before work can commence o Site 13 (PSH 65) Stream Relocation o Eric would prefer to make it a separate project. o He will get back to us on how to approach this. (Deanna) • Preliminary Buffer Permit Drawing Review R-2721 B: Reid Robol presented a sheet-by-sheet review for the preliminary buffer permit drawings for R-2721 B. The following comments and questions relate to the R-2721 B project and the preliminary buffer permit drawings: o David Cooper noted that impacts in section B still need to be separated between mitigable and non-mitigable. o Break out buffer impacts per stream o Buffers around all ponds that are drained are considered impacted. Do not hatch beyond easement but add label to plan view stating it is a total take. These impacts are considered road crossing impacts. Greater than 1/3 acre per site is mitigable. Summary sheet should include all impacts, with asterisks and a note to indicate sites where pond buffer was a total take. o Buffer Site 3(PSH 25) — JS starts outside of fill but in ROW, buffer impacts shown to ROW but no stream impacts occur. David Cooperhas verified the impacts as shown are correct per the start point in the WET file.McCullers pond (Pond K) — show buffer impacts around the pond. Add plan sheet 37A to show upper end of pond buffer impacts. o Buffer Site 4(PSH 26) — consider it a parallel impact o Buffer Site 8(PSH 31)— Road crossing o Buffer Site 11 (PSH 35)— parallel impact o Site 12 (PSH 37)- Inlcude buffer impacts on entire pond. o Site 12 (PSH 37 & 65) — buffers need to be adjusted to reflect what will actually be done. Buffers may not need to be mitigated if this is a separate permit o Buffer Sites 14 and 15 probably allowable due to small impact o Stream relocation — trim impacts to just what is needed for relocation and it will fall under protection of existing structure with no mitigation. • Preliminary Permit Drawing Review R-2828: A sheet by sheet review of the drawings for this portion of the project was not done since the drawings are based on preliminary plans and surveys. These drawings will be modified by the Design-Build team and presented at a future Interagency Meeting. The following comments and questions relate to the R-2828 project and the preliminary permit drawings: Interagency Project Meeting — 05/09/18 Page 6 of 6 o Agencies had no questions or comments on these drawings. • Preliminary Permit Drawing Review R-2829: A sheet by sheet review of the drawings for this portion of the project was not done since the drawings are based on preliminary plans and surveys. These drawings will be modified by the Design-Build team and presented at a future Interagency Meeting. The following comments and questions relate to the R-2829 project and the preliminary permit drawings: o Agencies had no questions or comments on these drawings. Previous Action Items (from February 15, 2018 IAM): • NCDOT will provide agencies with a copy of the meeting summary. (Completed) • Lochner will provide property information to NCDOT Division 5 Right of Way for the parcel at Y8B. (Completed) New Action Items: • NCDOT will provide agencies with a copy of the meeting summary. • Eric to get back to Deanna about Stream Relocation/Stabilization • Roy to coordinate with Travis about Middle Creek culvert (complete, Travis' comments included in meeting summary) Interagency Project Meeting — 05/09/18 Hl htv� North Carolina Department of Transportation ��Storr i��v�f�er; „<„<.,�,.� Highway Stormwater Program ��� � STORMWATER MANAGEMENT PLAN ��%/ (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A Count ies : Wake Pa e 1 of 13 General Project Information WBS Element: 37673.1.TA2 TIP Number: R-2721A Pro'ect T e: New Location Date: 6/18/2018 NCDOT Contact: Ste hen R. Mor an, PE Contractor / Desi ner: William M. Hines, PE Address: NCDOT Hydraulics Unit Address: Sungate Design Group, P.A. 1590 Mail Service Center 905 Jones Franklin Road Ralei h, NC 27699-1590 Ralei h, NC 27606 Phone: 919 707-6739 Phone: 919-710-8454 Email: smor an ncdot. ov Email: whines sun atedesi n.com Cit /Town: Holl S rin s Count ies : Wake River Basin s: Neuse CAMA Count ? No Wetlands within Project Limits? Yes Pro ect Descri tion Pro'ect Len th lin. miles or feet : 4.6 Surroundin Land Use: Residential Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 231.7 ac. 43.7 ac. Typical Cross Section Description: Grassed median ditch with 8:1 sides slopes. 3 paved lanes with 12' paved shoulders New Location (total width of pavement is 124 feet). Outside grass roadway diches with 6:1 sides. Cut and fill slopes have a maximum 2:1 slope. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 66,400 Year: 2040 Existing: 28,200 Year: 2018 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to construct an extension of I-540 from NC 55 (Holly Springs) to US 401 (Fuquay-Varina). Below (Description of Minimization of Water are a list of minimization efforts associated with water quality impacts. Quality Impacts) • 2:1 slopes are proposed within wetland areas where practical. • Toe protection is being installed in fill sections over wetland areas. • Energy dissipator pads and rip rap pads are being used near wetland areas to minimize the potential for erosion. • No staging of construction equipment or storage of construction supplies in jurisdictional wetlands or streams. • Borrow and waste activities will occur outside of jurisdictional areas. • Grass swaies, median roadway ditches, and rip rap dissipater treatments have been used where feasible. • Sediment and erosion control devices will follow the NCDOT protocol for Environmentaily Sensitive Areas where required. EC devices will be installed as needed to promote stability and minimize sedimentation. • NCDOT is proposing to bridge multiple streams and wetlands to avoid and minimize impacts to jurisdictional features. - Surface Water Bod 1: Middle Creek NCDWR Stream Index No.: 27-43-15- 4 NCDWR SurFace Water Classification for Water Body Prima Classification: Class C Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Im airments: A uatic T&E S ecies? Comments: NRTR Stream ID: SPX Buffer Rules in Effect: Neuse Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A Deck Drains 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) .., ., ..�.,��,q H'tghw'ay North Carolina Department of Transportation `'ti StC�YY71w7t�T. Highway Stormwater Program �; STORMWATER MANAGEMENT PLAN -- (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A Count ies : Wake Pa e 2 of 13 Additional Waterbod Information Surface Water Bod 2: Rock Branch NCDWR Stream Index No.: 27-43-15-4.5 NCDWR SurFace Water Classification for Water Body Prima Classification: Class C Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Im airments: Aquatic T&E Species? No Comments: NRTR Stream ID: SAD Buffer Rules in Effect: Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains 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) Hl hwa North Carolina Department of Transportation 4�'t � g�ta�CmV��f�i' I Highway Stormwater Program =�; STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A County(ies): Wake Page 3 of 13 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 6 32+41-L-M (1)Middle 0.0 8.0 8.0 0.5 50 108 2.34% 33+49-L-M Creek 1.5 1.6 1.9 1.7 No Yes 6 33+49-L-M (1)Middle 0.0 8.0 8.0 0.2 20 151 0.93% 0.7 0.9 0.9 1.0 No Yes 35+00-L-M Creek 6 35+00-L-M (1)Middle 0.0 8.0 8.0 0.8 80 300 1.94% 38+00-L-M Creek 2.2 1.6 2.8 1.7 No Yes 6 38+00-L-M (1)Middle 0.0 8.0 8.0 1.1 110 450 2.59% 2.9 1.9 3.7 2.0 No Yes 42+50-L-M Creek 6 42+50-L-M (1)Middle 0.0 8.0 8.0 1.3 130 550 0.78% 48+90-L-M Creek 3.6 1.3 4.7 1.4 No Yes 6 23+50-Y1RP6-RT (1)Middle 0.0 6.0 4.0 0.5 50 143 4.91% 0.5 1.8 0.7 1.9 No No 24+g3-Y1RP6-RT Creek 6 13+51-Y1LP6-LT (1)Middle 0.0 6.0 4.0 2.8 280 149 2.00% 15+00-Y1LP6-LT Creek 6.3 2.0 8.1 2.2 No Yes 6 24+g3-Y1RP6-RT (1)Middle 20 6.0 4.0 0.5 50 295 4.80% 1.2 1.8 1.6 1.9 No Yes 27+gg-Y1RP6-RT Creek 6 27+8g-Y1RP6-RT (1)Middle 0.0 6.0 4.0 0.4 40 162 4.80% 29+50-Y1RP6-RT Creek 1.1 1.8 1.4 1.9 No Yes 6 29+50-Y1RP6-RT (1)Middle 0.0 6.0 4.0 0.2 20 100 4.80% 0.5 1.5 0.7 1.6 No Yes 30+50-Y1RP6-RT Creek 6 39+00-Y1-RT (1)Middle 0.0 5.0 3.6 0.1 10 50 0.24% 0.5 0.6 0.6 0.6 No Yes 39+50-Y1-RT Creek 6 39+50-Y1-RT (1)Middle 0.0 5.0 4.2 0.2 20 100 0.15% 0.6 0.5 0.7 0.5 No Yes 40+50-Y1-RT Creek 6 40+50-Y1-RT (1)Middle 0.0 5.0 5.2 0.2 20 132 0.42°/a 41+g2-Y1-RT Creek 0.8 0.8 1.0 0.8 No Yes 6 41+82-Y1-RT (1)Middle 0.0 5.0 6.3 0.4 40 205 0.49% 1.4 0.9 1.7 1.0 No Yes 43+88-Y1-RT Creek � 48+00-L-M (1)Middle 0.0 8.0 8.0 0.2 20 90 0.32% 48+g0-L-M Creek 0.7 0.6 0.9 0.7 No No � 51+00-L-M (1)Middle 0.0 7.9 7.8 0.8 80 150 0.94% 2.0 1.2 2.5 1.3 No Yes 52+50-L-M Creek � 52+50-L-M (1)Middle 0.0 7.7 8.0 0.7 70 300 1.52% 55+50-L-M Creek 1.9 1.4 2.5 1.5 No Yes � 55+50-L-M (1)Middle 0.0 8.0 8.0 0.7 70 300 1.44% 1.9 1.4 2.4 1.5 No Yes 58+50-L-M Creek $ 58+50-L-M (1)Middle 0.0 8.0 7.3 0.7 70 300 1.57% 1.9 1.4 2.4 1.5 No Yes 61+50-L-M Creek Additional Comments Hl hwa North Carolina Department of Transportation �, � g�ta�CmV��f�i' I Highway Stormwater Program '�_ STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A County(ies): Wake Page 4 of 13 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod ft H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? $ 61+50-L-M (1)Middle QO 8.0 5.6 0.8 80 300 1.76% 2.1 1.6 2.7 1.7 No Yes 64+50-L-M Creek $ 64+50-L-M (1)Middle Q 0 8.0 4.5 0.8 80 300 1.64% 2.5 1.6 3.2 1.8 No Yes 67+50-L-M Creek $ 67+50-L-M (1)Middle 0.0 8.0 4.4 0.7 70 290 1.59% 2.4 1.6 3.1 1.7 No Yes 70+40-L-M Creek 9 70+40-L-M (1)Middle 0.0 8.0 4.4 0.8 80 310 1.50% 2.6 1.6 3.3 1.7 No Yes 73+50-L-M Creek 9 73+50-L-M (1)Middle 0.0 8.0 4.4 0.8 80 300 1.73% 2.5 1.7 3.2 1.8 No Yes 76+50-L-M Creek 9 76+50-L-M (1)Middle Q 0 8.0 4.4 0.8 80 300 2.27% 2.5 1.9 3.2 2.0 No Yes 79+50-L-M Creek 9 7g+50-L-M (1)Middle 0.0 8.0 4.6 0.7 70 300 2.49% 2.4 1.8 3.1 2.0 No Yes 82+50-L-M Creek 10 85+50-L-M (1)Middle 0.0 8.0 5.1 1.1 110 150 0.45% 4.2 1.1 5.4 1.2 No Yes 87+00-L-M Creek �Q 87+00-L-M (1)Middle 0.0 8.0 5.5 0.5 50 230 0.17% 1.3 0.6 1.7 0.6 No Yes 8g+30-L-M Creek 10 $7+50-L-LT (1)Middle 0.0 6.0 3.0 0.2 20 100 0.30% 88+50-L-LT Creek 0.3 0.5 0.3 0.6 No Yes �� 88+50-L-LT (1)Middle 0.0 6.0 4.0 1.8 180 404 4.00% 92+54-L-LT Creek 4.0 1.0 5.2 1.1 No Yes 10 89+30-L-M (1)Middle 0.0 8.0 6.6 0.2 20 70 0.20% 0.4 0.5 0.5 0.5 No Yes 90+00-L-M Creek 10 90+00-L-M (1)Middle 0.0 8.0 7.0 0.2 20 100 � 140�0 0.7 0.4 0.8 0.5 No Yes 91+00-L-M Creek 10 91+00-L-M (1)Middle 0.0 8.0 7.8 0.8 80 350 0.10% 2.1 0.5 2.7 0.6 No Yes 94+50-L-M Creek �� g1+00-L-RT (1)Middle 0.0 6.0 4.0 0.9 90 350 0.59% 2.2 1.0 2.8 1.1 No Yes 94+50-L-RT Creek 10 92+50-L-LT (1)Middle 0.0 6.0 4.0 0.4 40 100 0.16% 0.8 0.6 1.1 0.6 No Yes 93+50-L-LT Creek �Q g3+50-L-LT (1)Middle 0.0 6.0 4.0 0.8 80 100 1.04% 1.3 1.3 1.7 1.3 No Yes 94+50-L-LT Creek 10 94+50-L-LT (1)Middle 0.0 6.0 4.0 1.0 100 200 0.50% 2.3 1.1 3.0 1.2 No Yes 96+50-L-LT Creek 10 94+50-L-M (1)Middle 0.0 7.8 8.0 0.9 90 430 0.43% 2.6 1.0 3.3 1.5 No Yes 98+80-L-M Creek Additional Comments Hl hwa North Carolina Department of Transportation `�a � g�ta�CmV��f�i' I Highway Stormwater Program <,��;' STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A County(ies): Wake Page 5 of 13 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod ft H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? 10 94+50-L-RT (1)Middle 0.0 6.0 4.0 1.4 140 430 1.17°/a g8+80-L-RT Creek 3.6 1.4 4.6 1.5 No Yes 11 96+50-L-LT (1)Middle 0.0 6.0 4.0 2.0 200 230 0.41% 4.8 1.2 6.1 1.3 No Yes 98+80-L-LT Creek �� g8+80-L-M (1)Middle 0.0 6.0 4.0 0.7 70 70 1.03% 99+50-L-RT Creek 1.7 1.1 2.1 1.2 No Yes 11 98+50-L-M (1)Middle 0.0 21.0 14.8 0.4 40 70 2.58% 1.0 1.2 1.3 1.3 No Yes gg+50-L-M Creek �� 98+50-L-LT (1)Middle 0.0 6.0 4.0 1.1 110 170 0.11°/a 2.8 0.6 3.6 0.7 No Yes 100+50-L-LT Creek 11 100+50-L-LT (1)Middle 0.0 6.0 4.0 1.6 160 100 1.63% 4.0 1.7 5.2 1.8 No Yes 101+50-L-LT Creek �� 103+50-L-RT (1)Middle 0.0 6.0 4.0 1.5 150 618 1.83% 109+68-L-RT Creek 3.5 1.7 4.5 1.8 No Yes 11 107+50-L-M (1)Middle 0.0 5.3 8.0 0.5 50 218 1.93% 1.3 1.5 1.7 1.6 No Yes 109+68-L-M Creek �� 107+50-L-LT (1)Middle 0.0 6.0 4.0 0.9 90 218 2.21% 2.3 1.6 2.9 1.7 No Yes 109+68-L-LT Creek �Z 109+68-L-M (1)Middle 0.0 5.3 8.0 0.7 70 307 3.13% 112+75-L-M Creek 1.8 1.9 2.4 2.0 No Yes �Z 109+68-L-LT (1)Middle 0.0 6.0 4.0 1.2 120 307 2.98°/a 112+75-L-LT Creek 3.2 2.0 4.1 2.1 No Yes 12 109+68-L-RT (1)Middle 0.0 6.0 4.0 1.5 150 370 2.97% 2.5 1.9 3.1 2.0 No Yes 115+83-L-RT Creek �Z 112+75-L-M (1)Middle 0.0 5.3 8.0 0.7 70 308 3.05°/a 1.8 1.9 2.4 2.0 No Yes 115+83-L-M Creek �Z 112+75-L-LT (1)Middle 0.0 6.0 4.0 1.5 150 370 2.85% 116+45-L-LT Creek 3.9 2.1 5.0 2.2 No Yes 13 124+80-L-M (1)Middle 0.0 5.3 8.0 0.8 80 380 0.33% 2.3 0.9 2.9 0.9 No Yes 127+70-L-M Creek 13 127+70-L-M (1)Middle 0.0 5.3 8.0 0.7 70 380 0.68% 1.9 1.1 2.5 1.2 No Yes 131+50-L-M Creek �3 128+00-L-LT (1)Middle 0.0 6.0 4.0 1.2 120 380 0.58°/a 131+50-L-LT Creek 3.2 1.2 4.1 1.3 No Yes 14 �31+50-L-M (1)Middle 0.0 5.3 8.0 0.8 80 375 0.10% 2.2 0.6 2.9 0.6 No Yes 135+25-L-M Creek 14 �31+50-L-LT (1)Middle 0.0 6.0 4.0 1.4 140 375 0.69% 135+25-L-LT Creek 3.4 1.4 4.3 1.4 No Yes Additional Comments Hl hwa North Carolina Department of Transportation 4�wt\ � g�ta�CmV��f�i' I Highway Stormwater Program =,;,.�1�'I STORMWATER MANAGEMENT PLAN ,,,'""� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A County(ies): Wake Page 6 of 13 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod ft H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? 14 135+25-L-M (1)Middle 0.0 5.3 8.0 0.8 80 375 0.74% 2.2 1.2 2.9 1.3 No Yes 139+00-L-M Creek 14 �39+00-L-M (1)Middle 0.0 5.3 8.0 0.5 50 250 0.69% 141+50-L-M Creek 1.5 1.0 1.9 1.1 No Yes 14 141+50-L-M (1)Middle 0.0 5.3 8.0 0.2 20 100 0.70% 142+50-L-M Creek 0.6 0.8 0.8 0.9 No Yes 14 142+50-L-M (1)Middle 0.0 5.3 8.0 0.5 50 243 0.38% 1.5 0.8 1.9 0.9 No Yes 144+g3-L-M Creek �4 143+22-L-LT (1)Middle 0.0 6.0 4.0 0.5 50 171 0.19% 144+93-L-LT Creek 3.2 0.8 4.1 0.9 No Yes 14 �44+93-L-M (1)Middle 0.0 5.0 8.0 0.2 20 107 0.19% 146+00-L-M Creek 0.7 0.5 0.8 0.6 No Yes 14 146+00-L-M (1)Middle 0.0 5.3 8.0 0.9 90 400 0.50% 2.4 1.0 3.1 1.1 No Yes 150+00-L-M Creek 15 150+00-L-M (1)Middle 0.0 5.3 8.0 0.6 60 275 0.47% 1.6 0.9 2.1 1.0 No Yes 152+75-L-M Creek �5 152+75-L-M (1)Middle 0.0 6.2 11.6 0.6 60 275 0.69% 1.7 1.0 2.1 1.1 No Yes 155+50-L-M Creek 15 154+00-L-LT (1)Middle 0.0 6.0 3.0 0.4 40 150 1.20°/a 1.2 1.3 1.6 1.4 No Yes 155+50-L-LT Creek 15 155+00-L-RT (1)Middle 0.0 6.0 2.0 0.9 90 350 0.32% 158+50-L-RT Creek 1.6 0.9 2.0 0.9 No Yes 15 155+50-L-LT (1)Middle 0.0 6.0 3.0 1.1 110 260 0.32% 2.8 1.0 3.6 1.1 No Yes 158+10-L-LT Creek � 5 159+97-L-RT (2)Rocky 0.0 6.0 3.0 0.6 60 54 6.41 °/a 160+50-L-RT Branch 0.3 1.8 0.4 1.9 No Yes 16 �60+50-L-RT (2)Rocky 0.0 7.9 12.5 0.2 20 150 0.27% 162+00-L-RT Branch 0.8 0.6 1.0 0.6 No Yes 16 160+50-L-RT (2)Rocky 0.0 6.0 3.0 0.7 70 400 0.69% 164+50-L-RT Branch ��$ ��z 2.4 1.3 No Yes 16 160+50-L-LT (2)Rocky 0.0 7.3 3.3 0.6 60 150 0.71 % 162+00-L-LT Branch 1.9 1.2 2.4 1.2 No Yes �6 162+00-L-RT (2)Rocky 0.0 15.1 13.6 0.6 60 250 1.32% 1.5 1.1 1.9 1.2 No Yes 164+50-L-M Branch 16 �64+50-L-M (2)Rocky 0.0 8.0 8.0 0.2 20 81 0.12% 0.5 0.4 0.6 0.4 No Yes 165+31-L-M Branch Additianal Comments North Carolina Department of Transportation Highway Highway Stormwater Program \ � StLJ1"TIlk��f � STORMWATER MANAGEMENT PLAN :!�; I (1,�.��...� �....,, .. ..r.�. �018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A Count ies : Wake Pa e 7 of 13 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? 16 165+31-L-M (2)Rocky 0.0 8.0 8.0 0.1 10 66 0.10% 0.4 0.3 0.5 0.4 No Yes 165+97-L-M Branch 16 165+g7-L-M (2)Rocky 0.0 8.0 8.0 1.1 110 457 0.42% 170+54-L-M Branch 3.1 1.0 4.0 1.0 No Yes 16 170+54-L-M (2)Rocky 0.0 8.0 8.0 1.0 100 410 0.32% 2.8 0.9 3.6 0.9 No Yes 174+50-L-M Branch �7 173+24-L-RT (2)Rocky 0.0 4.0 6.0 0.7 70 335 0.97°/a 2.2 1.4 2.9 1.5 No Yes 176+59-L-RT Branch �� 174+50-L-M (2)Rocky 0.0 8.0 5.3 0.5 50 209 0.16% 176+59-L-M Branch 1.4 0.6 1.9 0.6 No Yes �� 176+59-L-M (2)Rocky 0.0 8.0 5.3 0.7 70 262 0.50% 2.0 1.0 2.6 1.0 No Yes 179+21-L-M Branch �� 176+59-L-RT (2)Rocky 0.0 5.1 5.1 1.7 170 462 0.37% 3.8 1.1 4.9 1.2 No Yes 181+21-L-RT Branch �� 179+21-L-M (2)Rocky 0.0 8.0 5.3 0.5 50 200 0.55°/a 1.4 0.9 1.8 1.0 No Yes 181+21-L-M Branch �� 179+86-L-LT (2)Rocky 0.0 4.2 6.2 1.3 130 664 1.01% 2.4 1.4 3.1 1.5 No Yes 186+50-L-LT Branch �� 181+21-L-M (2)Rocky 0.0 8.0 5.3 0.8 80 379 0.55% 2.3 1.1 2.9 1.1 No Yes 185+00-L-M Branch �� 181+21-L-RT (2)Rocky 0.0 6.0 4.0 1.5 150 379 0.61% 3.4 1.3 4.4 1.4 No Yes 185+00-L-RT Branch �7 185+00-L-RT (2)Rocky 0.0 6.0 4.0 0.6 60 150 0.40% 1.5 0.9 1.9 0.9 No Yes 186+50-L-RT Branch �� 185+00-L-M (2)Rocky 0.0 8.0 5.3 0.3 30 150 0.47% 186+50-L-M Branch 0.9 0.8 1.2 0.8 No Yes �� 186+50-L-M (2)Rocky 0.0 16.9 39.9 0.3 30 150 0.40% 188+00-L-RT Branch 0.8 0.5 1.1 0.5 No Yes �� 186+50-L-LT (2)Rocky 0.0 6.0 4.0 0.4 40 150 0.53% 0.7 0.8 0.9 0.9 No Yes 188+00-L-LT Branch �� 186+50-L-RT (2)Rocky 0.0 6.0 4.0 1.3 130 300 0.40°/a 2.9 1.1 3.8 1.1 No Yes 189+50-L-RT Branch �� 188+00-L-LT (2)Rocky 0.0 12.3 3.7 0.2 20 100 1.11% 189+00-L-LT Branch 0.4 0.8 0.5 0.9 No Yes �� 188+00-L-RT (2)Rocky 0.0 34.4 20.7 0.2 20 100 0.50% 189+00-L-RT Branch 0.5 0.5 0.7 0.5 No Yes � � 188+00-L-RT (2)Rocky 0.0 6.7 25.0 0.4 40 400 0.49% 1.0 0.7 1.2 0.7 No Yes 192+00-L-RT Branch Additional Comments North Carolina Department of Transportation w� Highway Highway Stormwater Program � StLJ1"TIlk��f � STORMWATER MANAGEMENT PLAN �;1 (1, r.�. �018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A Count ies : Wake Pa e 8 of 13 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? �� 189+00-L-LT (2)Rocky 0.0 6.3 17.2 0.1 10 100 0.50% 190+00-L-LT Branch 0.4 0.6 0.6 0.6 No Yes �� 189+00-L-LT (2)Rocky 0.0 25.0 3.0 0.2 20 100 0.61% 190+00-L-LT Branch 0.5 0.6 0.6 0.6 No Yes �� 189+50-L-RT (2)Rocky 0.0 6.0 3.0 0.4 40 50 0.35% 0.6 0.7 0.8 0.8 No Yes 190+00-L-RT Branch �� 190+00-L-LT (2)Rocky 0.0 4.2 35.6 0.2 20 200 0.50% 192+00-L-LT Branch 0.6 0.5 0.8 0.5 No Yes �� 192+00-L-LT (2)Rocky 0.0 7.1 12.5 0.2 20 200 0.65% 0.6 0.7 0.8 0.8 No Yes 194+00-L-LT Branch �� 192+00-L-RT (2)Rocky 0.0 7.1 12.5 0.2 20 200 0.65% 194+00-L-RT Branch 0.6 0.7 0.8 0.8 No Yes �� 192+00-L-LT (2)Rocky 0.0 4.0 4.1 1.2 120 200 2.30% 2.5 1.8 3.2 1.9 No Yes 194+00-L-LT Branch �� 194+00-L-LT (2)Rocky 0.0 4.0 3.9 0.9 90 250 0.32% 196+50-L-LT Branch 1.9 0.9 2.4 1.0 No Yes �� 195+50-L-RT (2)Rocky 0.0 6.0 4.0 0.9 90 350 0.54% 2.2 1.2 2.8 12 No Yes 199+00-L-RT Branch �� 195+00-L-LT (2)Rocky 0.0 15.8 15.8 0.5 50 150 1.93°/a 196+50-L-M Branch 1.5 1.2 1.9 1.3 No Yes �� 196+50-L-LT (2)Rocky 0.0 6.0 4.0 0.1 10 50 0.06% 0.3 0.3 0.4 0.3 No Yes 197+00-L-LT Branch �� 196+50-L-M (2)Rocky 0.0 8.0 8.0 0.5 50 250 0.52% 199+00-L-M Branch 1.5 0.9 1.9 0.9 No Yes �� 197+00-L-LT (2)Rocky 0.0 6.0 4.0 0.5 50 50 0.06% 0.3 0.3 0.4 0.3 No Yes 199+00-L-LT Branch �$ 199+00-L-RT (2)Rocky 0.0 6.0 4.0 0.4 40 150 1.33% 200+50-L-RT Branch 0.9 1.2 1.1 1.3 No Yes �$ 199+00-L-M (2)Rocky 0.0 8.0 8.0 0.5 50 150 0.91% 1.5 1.1 1.9 1.2 No Yes 200+50-L-M Branch �$ 199+50-L-LT (2)Rocky 0.0 3.9 3.9 0.1 10 75 0.23% 200+25-L-LT Branch 0.3 0.5 0.4 0.6 No Yes �$ 200+25-L-LT (2)Rocky 0.0 4.0 4.0 0.2 20 125 0.10% 0.5 0.4 0.7 0.5 No Yes 201+50-L-LT Branch �$ 200+50-L-RT (2)Rocky 0.0 4.4 7.6 0.3 30 188 1.27% 0.3 0.5 0.4 0.6 No Yes 202+38-L-RT Branch 18 201+50-L-LT (2)Rocky 0.0 4.0 4.0 0.1 10 97 0.44% 202+47-L-LT Branch 0.4 0.7 0.5 0.8 No Yes Additional Comments PERMIT DRAWING SHEET 1 OF 119 Hl hwa North Carolina Department of Transportation � �=g��'������ � Highway Stormwater Program =�°% STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A County(ies): Wake Page 9 of 13 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft) (H:1) (H:1) (ac) (ft) (ft) (%) (cfs) (fps) (cfs) (fps) Used Buffer Rules? �$ 201+50-L-M (2)Rocky 0.0 8.0 8.0 0.3 30 143 0.56% 202+g3-L-M Branch 0.9 0.8 1.1 0.8 No Yes �$ 202+g3-L-M (2)Rocky 0.0 8.0 8.0 1.3 130 607 0.54% 2.4 1.0 3.1 1.1 No Yes 209+00-L-M Branch 18 209+00-L-M (2)Rocky 0.0 7.9 8.0 0.6 60 297.0 0.71% 211+g7-L-M Branch 1.8 1.0 2.3 1.1 No Yes 19 211+g7-L-M (2)Rocky 0.0 6.8 8.0 0.6 60 228 0.35% 1.6 0.8 2.1 0.8 No Yes 214+25-L-M Branch 19 213+22-L-LT (2)Rocky 0.0 5.5 3.9 1.0 100 328 2.60% 216+50-L-LT Branch 2.6 1.5 3.3 1.6 No Yes 19 214+25-L-M (2)Rocky 0.0 6.1 8.0 0.5 50 225 0.58% 1.5 1.0 1.9 1.0 No Yes 216+50-L-M Branch 19 214+00-L-RT (2)Rocky 0.0 6.0 4.1 0.7 70 565 1.02% 219+65-L-RT Branch 1.3 1.2 1.6 1.3 No Yes 19 216+50-L-LT (2)Rocky 0.0 6.0 4.0 1.4 140 316 0.54% 3.1 1.2 4.0 1.3 No Yes 219+66-L-LT Branch 216+50-L-M (2)Rocky o No 19 0.0 6.1 8.0 0.7 70 316 0.54 /o 219+66-L-M Branch • es 19 219+65-L-RT (2)Rocky 0.0 6.0 4.1 0.6 60 435 0.55% 1.1 0.9 1.4 1.0 NO Yes 224+00-L-RT Branch 219+66-L-M (2)Rocky No 19 0.0 6.1 8.0 0.9 90 633 0.38% 224+00-L-M Branch � • • es 19 219+66-L-LT (2)Rocky 0.0 6.0 4.0 2.0 200 434 0.55% 4.5 1.3 5.8 1.4 No Yes 224+00-L-LT Branch 19 224+00-L-M (2)Rocky 0.0 6.1 8.0 0.4 40 97 1.02% 225+99-L-M Branch 1.2 1.1 1.5 1.2 No Yes 20 224+00-L-LT (2)Rocky 0.0 6.0 4.0 1.5 150 238 0.52% 3.3 1.2 4.3 1.3 No Yes 226+38-L-LT Branch 20 225+gg-L-M (2)Rocky 0.0 6.1 8.0 0.2 20 54 0.30% 226+g6-L-M Branch 0.6 0.6 0.8 0.6 No Yes 20 226+38-L-LT (2)Rocky 0.0 6.0 2.1 0.2 20 112 0.50% 0.7 0.9 1.0 0.9 No Yes 227+50-L-LT Branch 20 226+96-L-M (2)Rocky 0.0 9.4 16.6 0.1 10 54 3.41 % 227+50-L-M Branch 0.3 1.1 0.4 1.2 No Yes 20 227+50-L-M (2)Rocky 0.0 12.7 25.2 0.6 60 100 1.01 % 0.6 0.7 0.8 0.8 No Yes 22g+50-L-RT Branch 20 227+50-L-RT (2)Rocky 0.0 15.5 4.0 0.5 50 250 1.10% 230+00-L-RT Branch 0.9 1.0 1.2 1.1 No Yes Additional Comments PERMIT DRAWING SHEET 2 OF 119 Hl hwa North Carolina Department of Transportation "�: �=g��'������ � Highway Stormwater Program T�= STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A County(ies): Wake Page 10 of 13 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod ft H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? 20 227+50-L-LT (2)Rocky Q 0 10.2 3.6 1.7 170 350 1.12% 231+50-L-LT Branch 3.8 1.6 4.9 1.6 No Yes Z� 228+50-L-RT (2)Rocky 0.0 11.2 12.5 0.2 20 94 0.10% 229+44-L-RT Branch 0.5 0.3 0.6 0.4 No Yes Z� 229+44-L-RT (2)Rocky 0.0 5.6 12.5 0.1 10 56 0.01°/a 230+00-L-RT Branch 0.3 0.2 0.4 0.2 No Yes Z� 230+00-L-RT (2)Rocky Q 0 29.1 2.0 0.1 10 50 0.14% 230+50-L-RT Branch 0.1 0.2 0.1 0.3 No Yes 20 230+00-L-RT (2)Rocky Q 0 4.4 16.6 0.3 30 200 0.29% 232+00-L-RT Branch 0.9 0.6 1.1 0.6 No Yes Z� 230+50-L-RT (2)Rocky 0.0 26.4 2.5 0.1 10 150 2.28% 0.2 0.8 0.3 0.9 No Yes 232+00-L-RT Branch Z� 231+50-L-LT (2)Rocky 0.0 25.1 2.0 0.4 40 75 0.60% 232+25-L-LT Branch 0.8 0.7 1.1 0.8 No Yes Z� 232+00-L-RT (2)Rocky Q 0 6.0 12.5 0.2 20 125 0.72% 0.7 0.8 0.9 0.8 No Yes 233+25-L-RT Branch 20 232+00-L-RT (2)Rocky Q 0 5.7 4.0 1.0 100 250 0.84°/a 2.0 1.3 2.6 1.4 No Yes 234+50-L-RT Branch Z� 232+25-L-LT (2)Rocky 0.0 18.7 2.0 0.5 50 125 1.28% 233+50-L-LT Branch 1.1 1.1 1.4 1.1 No Yes Z� 233+25-L-RT (2)Rocky 0.0 14.1 12.5 0.2 20 125 0.64% 234+50-L-RT Branch 0.7 0.7 0.9 0.7 No Yes Z� 233+50-L-LT (2)Rocky Q 0 6.0 4.0 0.6 60 150 1.73% 1.4 1.5 1.8 1.6 No Yes 235+00-L-LT Branch 20 234+50-L-RT (2)Rocky Q 0 25.0 59.6 0.1 10 50 1.40°/a 235+00-L-M Branch 0.3 0.6 0.4 0.6 No Yes Z� 234+50-L-RT (2)Rocky 0.0 6.0 4.0 0.9 90 375 1.02% 238+25-L-RT Branch 1.9 1.4 2.4 1.4 No Yes Z� 235+00-L-LT (2)Rocky 0.0 6.0 4.0 1.3 130 325 0.62% 2.6 1.2 3.3 1.3 No Yes 238+25-L-LT Branch Z� 235+00-L-M (2)Rocky Q 0 10.5 16.1 0.7 70 325 1.42% 2.0 1.3 2.6 1.3 No Yes 238+25-L-M Branch 6 20+00-Y1 RPC-LT (1)Middle 0 0 6.0 4.1 0.7 70 350 5.04% 23+50-Y1RPC-LT Creek 0.9 2.1 1.2 2.2 No Yes 6 20+00-Y1RPC-RT (1)Middle 0.0 6.0 4.0 1.0 100 350 4.62% 2.3 2.2 3.0 2.3 No Yes 23+50-Y1RPC-RT Creek 6 23+50-Y1RPC-RT (1)Middle 0.0 6.0 4.0 0.8 80 325 4.16% 1.5 1.9 2.0 2.0 No Yes 26+75-Y1RPC-RT Creek Additional Comments PERMIT DRAWING SHEET 3 OF 119 Hl hwa North Carolina Department of Transportation ti �=g��'������ � Highway Stormwater Program T�`' STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A County(ies): Wake Page 11 of 13 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod ft H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? 6 25+50-Y1-LT (1)Middle Q Q 13.0 22.3 1.1 110 565 0.97°/a 31+15-Y1-LT Creek 3.3 1.1 4.3 1.2 No Yes 6 31+15-Y1-LT (1)Middle 0.0 7.0 9.0 0.1 10 60 0.50% 31+75-Y1-LT Creek 0.4 0.6 0.5 0.7 No Yes 6 39+00-Y1-RT (1)Middle 0.0 5.0 3.6 0.1 10 50 0.24% 0.5 0.6 0.6 0.6 No Yes 39+50-Y1-RT Creek 6 39+50-Y1-RT (1)Middle 0.0 5.0 4.2 0.2 20 100 0.15% 0.6 0.5 0.7 0.5 No Yes 40+50-Y1-RT Creek 6 39+50-Y1-LT (1)Middle Q Q 6.0 4.0 1.7 170 150 0.30°/a 41+00-Y1-LT Creek 3.2 1.0 4.1 1.0 No Yes 6 40+50-Y1-RT (1)Middle 0.0 5.0 5.2 0.2 20 133 0.41% 41+82-Y1-RT Creek 0.8 0.8 1.0 0.8 No Yes 6 41+00-Y1-LT (1)Middle 0.0 6.0 4.0 0.1 10 58 1.38% 41+5S-Y1-LT Creek 0.4 1.0 0.5 1.1 No Yes 6 41+58-Y1-LT (1)Middle 0.0 6.0 4.0 0.8 80 230 0.21% 1.8 0.7 2.4 0.8 No Yes 43+88-Y1-LT Creek 6 41+82-Y1-RT (1)Middle Q Q 5.0 6.6 0.4 40 205 0.49% 1.3 0.9 1.7 1.0 No Yes 43+88-Y1-RT Creek 6 13+51-Y1LPB-LT (1)Middle 0.0 4.0 2.0 2.8 280 149 2.00% 15+00-Y1LP6-LT Creek 6.3 2.3 8.1 2.4 No Yes 6 23+50-Y1RPC-LT (1)Middle 0.0 6.0 4.3 1.9 190 325 6.50°/a 26+75-Y1 RPC-LT Creek 3.3 2.7 4.2 2.8 No Yes 6 26+75-Y1 RPC-LT (1)Middle 0.0 4.0 2.0 0.2 20 75 0.31 % 0.5 0.7 0.7 0.7 No Yes 27+50-Y1 RPC-LT Creek 6 26+75-Y1RPC-RT (1)Middle Q Q 6.0 4.0 0.3 30 181 4.46°/a 28+56-Y1RPC-RT Creek 0.4 1.6 0.6 1.7 No Yes 6 28+56-Y1RPC-RT (1)Middle 0.0 6.0 4.0 0.2 20 94 4.57% 2g+50-Y1RPC-RT Creek 0.2 1.3 0.3 1.5 No Yes 6 23+50-Y1RP6-RT (1)Middle 0.0 6.0 3.4 0.5 50 143 4.92% 24+93-Y1RP6-RT Creek 0.7 1.9 0.9 2.1 No Yes 6 24+g3-Y1RP6-RT (1)Middle 0.0 5.8 4.4 0.5 50 295 4.76% 1.2 1.9 1.6 2.1 No Yes 27+88-Y1RP6-RT Creek 6 27+88-Y1RP6-RT (1)Middle 0.0 5.6 4.3 0.4 40 162 4.63°/a 1.1 1.8 1.4 1.9 No Yes 29+50-Y1RP6-RT Creek 6 29+50-Y1RP6-RT (1)Middle 0.0 5.8 5.2 0.2 20 100 1.80% 30+50-Y1RP6-RT Creek 0.5 1.2 0.7 1.3 No Yes 45 34+26-Y4-LT (1)Middle 0.0 5.7 6.0 1.3 130 224 0.91% 2.2 1.3 2.8 1.4 No Yes 36+50-Y4-LT Creek Additional Comments PERMIT DRAWING SHEET 4 OF 119 Hl hwa North Carolina Department of Transportation 4�°'�t �=g��'������ � Highway Stormwater Program =�� � STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A County(ies): Wake Page 12 of 13 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod ft H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? �� 27+00-Y5-LT (2)Rocky 0.0 4.0 3.0 0.1 10 50 0.30% 27+50-Y5-LT Branch 0.1 0.4 0.1 0.4 No Yes �� 27+50-Y5-RT (2)Rocky 0.0 4.0 3.0 1.5 150 100 3.18% 28+50-Y5-RT Branch 3.3 2.2 4.2 2.4 No Yes 49 68+36-Y5-RT (2)Rocky 0.0 5.0 2.0 0.5 50 114 5.24% 69+50-Y5-RT Branch 1.2 2.1 1.5 2.2 No Yes �� 10+25-Y5RPB-LT (2)Rocky Q 0 6.0 4.0 1.0 100 483 0.12% 1.7 0.6 2.2 0.6 No Yes 15+08-Y5RPB-LT Branch �� 15+08-Y5RP6-LT (2)Rocky 0.0 6.0 4.0 0.1 10 60 0.83°/a 15+68-Y5RPB-LT Branch 0.2 0.7 0.2 0.7 No Yes �� 15+68-Y5RPB-LT (2)Rocky 0.0 6.1 4.0 0.6 60 307 0.42% 18+75-Y5RPB-LT Branch 1.1 0.8 1.4 0.9 No Yes �� 18+75-Y5RP6-LT (2)Rocky 0.0 6.2 4.0 1.7 170 375 1.50% 22+50-Y5RPB-LT Branch 3.6 1.8 4.6 1.9 No Yes �� 23+50-Y5RPC-RT (2)Rocky Q 0 6.0 4.2 0.7 70 400 1.65% 27+50-Y5RPC-RT Branch 1.7 1.5 2.2 1.6 No Yes �� 18+54-Y5RPD-LT (2)Rocky 0.0 2.0 3.0 0.1 10 246 3.84°/a 21+00-Y5RPD-LT Branch 0.2 1.4 0.2 1.5 No Yes �� 18+56-Y5RPD-RT (2)Rocky 0.0 6.0 4.8 0.3 30 294 4.04% 21+50-Y5RPD-RT Branch 0.5 1.6 0.7 1.7 No Yes 51 18+49-Y5A-RT (2)Rocky 0.0 4.0 2.0 0.6 60 200 1.85% 2.1 1.9 2.6 2.0 No Yes 20+00-Y5A-RT Branch 51 20+00-Y5A-RT (2)Rocky Q 0 4.0 2.0 0.3 30 150 1.87% 0.9 1.6 1.1 1.7 No Yes 21+50-Y5A-RT Branch 51 21+50-Y5A-RT (2)Rocky 0.0 4.0 2.0 0.3 30 150 0.87% 23+00-Y5A-RT Branch 0.8 1.1 1.0 1.2 No Yes 51 23+00-Y5A-RT (2)Rocky 0.0 4.0 2.0 0.3 30 151 0.40% 25+00-Y5A-RT Branch 0.7 0.8 0.9 0.9 No Yes 51 26+61-Y5A-RT (2)Rocky 0.0 4.1 2.0 1.3 130 139 2.44% 28+00-Y5A-RT Branch 3.7 2.1 4.8 2.3 No Yes 47 11+08-Y5E-RT (2)Rocky Q 0 4.0 2.0 0.2 20 57 8.65% 0.5 2.1 0.7 2.2 No Yes 11+65-Y5E-RT Branch 47 10+80-Y5C-LT (2)Rocky 0.0 4.0 3.0 0.3 30 110 4.22% 1.1 1.9 1.5 2.0 No Yes 11+90-Y5C-LT Branch 47 11+00-Y5C-RT (2)Rocky 0.0 4.0 3.0 0.3 30 110 5.98% 27+50-Y5-LT Branch 0.5 1.6 0.7 1.7 No Yes 20 12+50-Y5-LT (2)Rocky 0.0 6.0 4.0 0.4 40 125 0.30% 0.7 0.7 0.9 0.7 No Yes 13+75-Y5-LT Branch Additional Comments PERMIT DRAWING SHEET 5 OF 119 Hl hwa North Carolina Department of Transportation 9 �=g��'������ � Highway Stormwater Program '��; STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721A County(ies): Wake Page 13 of 13 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod ft H:1 H:1 ac ft ft % cfs f s cfs f s Used Buffer Rules? 20 18+50-Y6-RT (2)Rocky Q 0 6.0 4.0 1.1 110 200 1.70% 2.2 1.7 2.8 1.9 No Yes 19+50-Y6-RT Branch Z� 19+50-Y6-RT (2)Rocky 0.0 6.0 2.8 0.7 70 100 0.71 % 21+50-Y6-RT Branch 1.2 1.1 1.6 1.2 No Yes Additional Comments � � � 0 L L� a � 3 i E L a � �� T N I �N N� , \N, �0 �• See Sheet 16 For Conventlanal Symbols ��� J�l � �� 1 V ���J�IJ�I `l�/������� �������� �� �������� WAI�E CO U1�TY LOCATI0IV: COMPLETE 540 - FROM WEST OF NC55 TO EAST N OF HWY 401 H [.�, TYPE OF WORK GRADING, DRAINAGE, PAVI11lG, AND TRU TURE � , __- � SITE b SITE 7 SITE 8 SITE 16 SITE 20, 21 � SITE 3� 1_--" '� SITE 11 SITE 17 SITE 48 a SITE 2 ' Nc 55 �BYPA55 x SITE 12 SIT 33 � � , � SITE 1, ' pP� �`1 7 8 ' SITE 13 SITE 18 `` � - ' � 9' � TO U� 1 � =�- - 18A - O �-s`y � ,� SITE 14� fHOLY5P0.1NG5 � \ � _u- ' , 4A � - � � v� - - - - , , m. �Nc2ss `' :,• � SITE 34 � � N 4 rj �, �-- 1- E WILLIAMS T `� � i i- •� Q� ,... � � - � y � "" _ _- i �< �' �6 SITE 51 � - - BEGIN TIP PROJECT R-2721 -�7- Po7 Sta. � � x� � " ' ' ' �'�- " , - - `� �' � BEGIN CONSTRUCTION zZ+50.00(BK)= /� ;-' SRY13 7 4� f �. -'� r _ _ �; " •,� `� \� -Ll- STA. 10+00.00 -�- POT Sta. � -a'' (SUNSET RD) i(�\ . - ,! 10+00.00(AH) SITE 4 " r � \ 1 _ SITE 41 -Y$- $ '1 -Hs«Y ' ' (BELLS LAKE RD) 3 1 sPR�NY4 S ti� SITE 5 SITE 10 SITE 19 sR ts t �\.A � ^ I_ _ I �� SET LA E[ ., STATH STATE PNOJBCT RBPEIIENCC NO. ���� R-2 721 STwTE PROl.NO. P.w.PROl.NO. 6.401078 STP-540(191 SHE6T TOTAL SNEETS � DE9CRIP'IfON PE � �SITE 49, 50 � / \�� SITE 35 ��' ` � y.3 � SITE 32 M ��' SITE 36 � � Q �g < Q -� s Z " o� � \��W sR is ��k SITE 39, 40 E-OLI D) ��O SITE 31 � � � 5 � \ SITE 30 ,,Q�� � SITE 38 i� SITE 29 � ��° � S1TE 37 SITE 28 � SITE 26, 27 sP inT� SITE 25 �y� 24 25 -- cy � 31 co --��� � � 4�, 4.s, 44 I � SITE 45, 46, 47 �� `t3 SR 1404 �(TE 24 (1� 2 ,�_ 3O _�_ (JOHNSON POND RD) � �\� '� 2 _' ,-,-- 26 � 3 � n , �ITE 22, 23 '- 11\ r � / I r �- � � � —Y�G— �FVMINA / � / c� Z ', a 3B , v, SR 1375 _- � � � � � y � r'J r � -Y9- CJ$�1 t% (LAKE WHEELER RD) � \�✓� � . r \ � l �� �� i SR 1405 � -' � � \ _ - _ I �< 1 (RHODES RD) _Y10- •r1SB Fuounr- G�i �� ' � � � - - - � � DEER MEADOW DR � SRYz�zZ END TIP PROJECT R-2721 VARIN�` �� i�g SR 1387 1i � � (McCULLER'S RD) END CONSTRUCTION �W � (WEST LAKE RD) ' 3� \ �\\ � `1 g 1 u�s # oo�� �- - _ � `36 � � , � � � � � ` � �� � `' WETLAND AI�ID- SURFACE WATER IMPACTS PERMIT � M 3s � �o SECTION A FUqUAY- .. . VARINA\ N THIS PROJECT WITHIN THE MUIVICIPAL BOUNDARIES OF, TOWN OF CARY, TOWN OF APEX, TOWN OF HOLLY SPRINGS, AND TOWlY OF FUQUAY VARINA. -Y73- � � � US 401 THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEIIVG LIMITED TO IIVTERCHAlYGES. � FVA�RINA �' CLEARIl�'G AND GRUBBING ON THIS PRO,jECT WILL BE METHOD III. - -� _� i i / -L- STA. 500 + 63.80 ro i—�� -Y75- NORFOLK SOUTHERN RAI LROAD INC�h�h�3,�°Il°E &�i,.�NS DO NOT USE FOR R/W ACOUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Frepared �� t��e oftice oi: HYDRAULICS ENGINEER L O C H N E R N� ��aM �.�«�s� �o ,:.�,4a ADT 2018 = 28��00 H.W LOCHNER,INC. 59 �� �n �iSISC[arvParkw�y 18C0 PLAZA PLACE, SURE 304 S COLOG Cf'AL s`"1e `°' RALEIGH,NC 3J611 Cary,NCl)518 SO� 2S' O $O� �OO� iv�v�v�-nu NGINEE IIVG fei�lss�-oezv �� ���p� ADT 2040 = 66,400 I,ENGTH ROADWAY TIP PROJECT R-2721 =9.529 Mi[es � � K= 12 % ,. SUNGATE DESIGN GROUP, P.A. @� ��,� PLANS D = 65 % �NGTH STRUCTURES =0.178 Miles ��a����• � = o���A=, � � O r 2018 STANDARD SPEClFICATlONS 'E``eie °eizi`"�" 6°6H F�aM� P� o � 50' 25' 0 50' 100' T= 11 /o TOTAL LENGTH TIP PROJECT R-2721 =9.35I Miles Brian K. Eason, PE S/GNATURE: �u , V= 75 MPH RIGHT OF WAY DATE: PROJECT ENGINEER ROADWAY DESIGI� ��, � # TTST = 7% DUAL 4% ENGINEER PROFILE (HORIZONTAL) Februa� 18, 2020 �'�p ��`�� Christina L. Yokeley, EI �� pp���Q 10' 5' 0 10' 20' FUNC CLASS = pRo�cr nssrcN e,vcrnr�e INTERSTATE LETTING DATE: PROFILE VERTICAL February 18, 2020 NCDor coxracr PE � � S7GNATTlItE: c � ���-� TA , P1G SH EET � PIPE INLEL'OUTLET CHANNEI STABIIIZATION x� IHo m smia� ai�d �.ei i�-iSC+���fG ��d / c.. �re.r�l� -'� I Bed _ , �,i, oIB'iG4 IM'in. �OCF.�nne - cuss i a��.a,p - vpi d..�ii�,���i Ucuni�elBed= CV.55 R�yRup �tlKeyedJn S7A.21+�9 -Ll- LT STA. 52 + 77 -L- RT STA. 59+98 -L- LT STA. 70+27 -L- RT STA. 209+82 -L- RT STA.211+03 �- LT STA.24-55 -YSRPB- L7 STA. 19+96 -YSRPC- RT DEfAIL 2A PIPE INLETiOUTLEf CHANNEL STABIUZATION �No lo Scole� �B� � Ela�u� o� urcl C ou�'P ^' � Go��d como,��i� � cno��eiece -.�a o a IN�n. to F.� " - w55 II R�a-Rap .e ar i�.a� �n nnn�ei an= c a a- eveE-in $TA.29-15 -Vl- LT DETAIL 3A SPECIAL CUT DITCH �No��a Smle� �- Fronl ond� i o-'> °�i siona G�ound ?:� D / F\o g� A Min. D=2.0 F. I fNOM STA.185a-00 -L- RT TO STA. 186+p0 -L- RT FROM STA.232+00 -L- RT TO STA.234+50'-L- RT FROM STA, 68+36 -YS- RT TO STA. 69+50 -YS- RT FROM STA. 70+34 -YS- LT TO STA. 71-F00 -YS- LT FROM STA. 76 +49 -YSA- R7 TO STA. 25 i� p0 -YSA- RT FROM STA. 261-61 -YSA- RT TO STA.28+00 -YSA- RT FROM STA. 1-0+75 -YSF- LT TO STA. I7+00 -YSF- LT fROM STA. 18+00 -Y5F RT i0 STA. 19+30 -Y5F- RT FROM STA. 18+50 -YSF- LT TO STA, 19+27 -YSF LT FROM STA.21-�00 -Y3DEfR- LT TO STA.22+00 -Y3DETR- LT DETAIL 4A IATERAL BASE DITCH �No� �o Scolel / � � � � F�u Gr�,iii,d -� 7l � �,'✓ FI. Sloce d GEOTEXi1LE -� I B m��. o=z.o Fr. Max. d =Top o( Bonk w�,�� o�� < b.o' B=2.0 Ft. Type ofLiner=Closs e Rip-Rop 6=5.0 Ft. FROM STA. 15+32 -L- LT TO STA.78-28 -L- LT FROM STA. 50+42 -L- lT TO STA. 55+50 -L- lT FROM STA. 77+00 -L- RT TO STA. 79+03 -L- RT FROM STA.148+32 -L- RT i0 STA. 154+01 -L- RT FROM STA. 20b+38 -L- RT TO STA.205+59 -L- RT FROM STA.210+00 -L- LT TO STA.217+02 �- LT FROM STA.211+70 -L- lT TO STA.213+00 �- LT FROM STA. 50+50 -YS- RT TO STA.55+95 -YS- RT FROM STA. 66-61 -YS- LT TO STA. 68+41 -Y5- LT FROM STA.68-60 -YS- LT TO STA. 70+50 -YS- LT FROM STA.18+93 -YSNB- lT TO STA.24+08 -YSRPB- RT FROM STA. 17+80 -VSA- RT TO STA. 15+11 -YSA- RT DEfAIL SA LATERAL BASE DITCH �No� �o Scole� �ra� �/� Gnou��d Z:l p �;� 1"iF�. 51aPa d GEUTEXIItE - ' Min. D=2.0 Ff. Mox. d=Top o! Bank wi��i� B h< 6.0' B=3.0 H. Type ofLiner=Class B Ri�Rop b=5.0 ft. � FROM STA. 55+50 -L- LT TO STA. 57+74 -L- LT FftOM STA. 146+00 -L- RT TO STA. 147+31 -L- RT DETAIL 6A L4TERAL BASE DITCH IHo��o s�oie� I �-- I �ru���d ...,1% D ,�\_� SIaPo d �[O1EXI�tE- B Min.0=4.0 Ff. Mox, d=Top of Bonk 'When 8 is260' B=6.0 FI. Type of Liner= Class I Rip-Rap 6-10.0 fl. FROM STA. 651- 47 -L- LT TO STA. 76 I� 13 -L- LT FROM STA. 80+63 -L- Ri TO STA.82+26 -L- Ri FROM STA. 201+90 -l- �T TO STA.204+00 -I.- LT �ATER4oiBo swiaDITCH / . b / �+mo.oi � G�ound Z�/ D ti,�� �Slope d GEOTE%TiIE � B Min_D=d.O Ft. Max.d=Top ofeonk •WTon B is . 6.0' 8=4.0 Ft. Type of Liner=Closs I Rip-Rap b=5.0 F. FROM STA.47+75 -YS- LT TO STA. 52+79 -YS- Li DETAIL 8A LATERAL BASE DITCH / �Noi �0 5<olc� �b j iq NONraI I a- I/� � Ground '-��z.��1�� Fill SIaPe \ � e � Min.D=4.0 F. IF.A g-3.0 F. 6=5.0 Ff. FROM STA. 27+41 -YSDET- LT TO STA. 32+82 -YSDET- LT DETAIL 9A STANDARD BASE DITGH �No��o Scale� �r 1 NONraI ��o��d 1:� 1��� d D Gaoi�.i�i�-� B Min. D=4.0 F. Max. d=Top af Bonk •wne� e h< 6.0' 8=4.0 FI. Type of Liner= Class I Ri�Rap FROM STA. 52+62 -YS- LT TO STA. 54+98 -YS- LT FROM STA. 68+56 -YS- LT TO STA. 69+50 -YS- LT DETAIL l0A LATERAL BASE DITCH �Nol ro Scole� b � Ho���o� I a- � i Gmund .... ?') p 1:/ I"". Slope d GEOTE%iILE q Min.D=30 H. Mon, d=Tap of Bonk •wha� 9 6� b.a' 8=7.0 F�. Type o4Liner= Class B Rip-Rap 6=5.0 F. FROM STA.141+50 -L- RT TO STA.142+36 -L- RT FROM STA.170+68 -L- LT TO STA.173+70 -L- lT DEfAIL HAS BEEN REMOVED DETAIL 12A SPECIAL NT DITCH �Na�lo Scnlel � � -v,om on�F NoNrol � � A'� Na Slope Ground qB\F.S D/ F�o �p� Min. D=3.0 F. FROM STA.87-�50 -L- LT TO STA.91+50 -L- LT FROM 103+50 -L- RT TO STA.106+50 -L- RT DETAIL 13A LATERAL B�ASE `DITCH � -b y � / No��.�i I �- � Fni G.ound -' Z�1 p ti� ' 1"h�. Slope d GEOTE%TIIE � � g Min. D=3.0 Ft. Mv�. d=iop o! Bunk •wnun B'�s . 6.0' B= 5.0 H. iype ai liner= Qass B Rip-Rop 6=10A Ff. FROM STA. 196+50 -L- LT TO STA.199+92 -L- LT DETAIL 14A SPECIAL LATERAL 'V' �ITCH �Norro S.ole� No�uml � p�\ ;e� � Fi�l G�ound '�\��0� Slepe Min.D=2.0 H. FROM STA.13-51 -Y1LP� LT TO STA. 15+00 -Y1LP� LT FROM $TA. 18+88 -Y1RPC- LT TO STA. 19+85 -Y7RPC- LT FROM STA.19<50 -Y6- RT TO STA.21+50 -Y6- RT FROM STA. 18-50 -YG- RT TO STA.19-50 -Y6- RT DETAIL 15A SPECIAL CUT BASE DITCH Mo��o s�oie� Grounl /� Fronl d �qR/ p.� H DiicM1 FSI e�I P° Slape � Min. D=2.0 Ft. 8=4A F. FROM STA. 225+50 -L- LT TO STA.227+50 -L- LT FROM STA. 227+50 -L- LT TO STA.228+00 -L- LT DETAIL 16A SPECIAL BACK Of CURB NT DITCH (NOi TO SCALE� -NANRhI _� GROUNO \ � -F3.�ol � � _ °�����_ - Min.D=1� F. FROM STA. 23 -r 30 -YS- RT TO STA. 27 t 30 -YS- RT FROM STA. 31+70 -YS- RT TO STA. 33+80 -YS- RT FROM STA.11+00 -Y51- LT TO STA. 13+51 -Y51- LT FROM STA. 14+00 -Y51- LT TO STA. 10i�66 -Y51- LT FROM STA. 10+66 -YSJ- LT TO STA. 15+50 -Y51- LT DETAIL 17A MEDIAN V DITCH �� iNor m s�aiet iti Shoulde�� j �SM1oulde. Pa�n� S o�/ Voini Fo eor P�`e � FROM STA. 32+q1 _�_ TO STA.33+50 -L- OETAIL 18A SPECIAL IATERAL 'V' DITCH �Norfo S�ale� New,�i � p.�°` --roi Ground J.� p F�o��a� Slope Min.D=2.0 F. FROM STA.27+00 -VS- LT TO STA. 27+50 -YS- LT FROM STA.27=50 -YS- RT TO STA.28i-50 -YS- RT FROM STA.10+80 -YSC- LT TO STA. 17-89 -YSC- LT FROM STA.11+00 -Y5C- RT TO STA.27=50 -YS- LT DETAIL 19A SPECIAL CUT DITCH �Ha m S«e� o( �� p,o� Nalurol � A� �e� Sape Ground '\ p F\o Min. D=Z.0 FI. FROM STA. 228+50 -l- LT TO STA. 230+50 -L- L7 FROM $iA. 232+00 -L- RT TO STA. 234 t 50 -L- RT FROM STA. 12+50 -Y6- LT TO STA. 13+75 -Y6- LT DETAIL 20A LATERAL BASE DITCH jNaf�o Scolel j" b No�urol �j/� z, Fill Ground d ) D % � �'F�' Slopa GEOiEKfILE Min. D=I.O H. Max. d=Top of Bonk -when B ix - bA' B=2.0 F. Type of Liner= Closs I Rip-ftop 6=5.0 FI. FROM STA.204+32 -L- LT TO STA.208+52 -L- LT FROM S7A.204+38 -L- RT TO STA.205+59 -l- RT FROM STA. 209 I� 73 -L- RT TO S1A. 2I0 i 50 -L- RT FROM STA. 15+84 -Y3- RT TO STA. 16+43 -Y3- RT FROM STA. 24+00 -YSRPB- LT TO STA. 24+54 -YSRPB- LT FROM STA. 23+86 -YSRPD- RT TO STA.25+12 -YSRPD- RT DETAIL 21A SPECIAL NT BASE DITCH INo� io Scalel Nrol �o� �-Fronl Gro�nd j.� p p�� Dil�h I e I P�° e sma� � M�n.D=3.0 FI. 8=2.0 Fi. FROM STA.154+00 -l- LT TO STA. 155+50 -L- LT FROM STA. 155+50 -L- LT TO STA.158+70 -L- LT FROM STA. 160+50 -L- RT TO STA. 163+00 -L- RT DETAIL 22A L4TERAL 'V' DITCH �No�lo kala� b NaNrol � Fill Ground :) p 1,', 1".F. Slooa d Gaote�iile -� Min. D=2.0 F. Mo�. d=Top of Bank Type af Liner= Closs B Rip-Rap b=5.0 F. FROM STA. 28+05 -Yl- RT TO STA. 30+17 -Yl- RT FROM STA. 68 I 40 -YS- RT TO STA. 69�I 83 -YS- RT FROM STA.69-05 -YS- LT TO STA. 70-F34 -YS- Li DETAI l 23A SPECIAL CUT DITCH �rvm m s�vie� �` - Fon1 D'hch i s�� °` sioae G ound 3,-/� F� He� � Min. �=].0 Ft. FROM STA.155+00 -L- RT TO STA. 158+50 -L- RT FROM STA. 160+50 -L- RT TO STA. 163+00 -L- RT FROM STA. 14+00 -YSG- RT TO STA. 74+33 -YSG- RT FROM STA. 74 �i� 00 -YSG LT TO STA. lA : 44 -YSG- LT DETAIL 24A SPECIAL CUT DITCH �Nol �o S�ole� � Fron� o�rcti No��rol V � A'� Ha� Slopa Grou�d -- 4R�FS D . �\o � / Min. � =2.0 FI. FROM STA.192+00 -L- LT TO STA. 194+00 -L- LT FROM STA. 194+00 -L- LT TO STA. I96+50 -L- LT FROM STA.41+00 -Yl- RT TO STA.42+50 -Yl- RT FROM STA. 3b+26 -Y4- LT TO STA. 36+50 -Y4- LT DETAIL 25A CHANNEL CHANGE (Not to $cale) % b /2_ Nat�ral� P�oposed Ground 1 Natural / F�IISIope y Groun�-�7;� �^�� �, d � GEOTE%TILE -' 8 Min. D=3.0 F. '-Fxis�. Chonnel Moa. d=Top of Bank 8=3.0 Ft. Type of Liner= Class I Rip-Rap 6=10.0 Fl. FROM STA. 83+25 -L- LT TO STA. 85+39 -L- LT DETAIL 26A L4TERAL BASE DITCH �Nor�o Scole) b urol �/ G�o�nd ?'l p �;� " 1'hf. Slopa d GEOtE%TIIE-' B Min. D=3.0 fY. Max. d=Top of Bank 'When B is � 60' B=3.0 F. Type of Liner= Class I Rip-Aap 6=10.0 Ft. FROM STA. 84+48 -L- LT TO STA.85+17 -L- LT DETAIL 27A FALSE CUT Moi io s�alrl 1-GI � N.G.T.B. �-'I � � ' �� Slope 1.� 7� �.po I E.�.�. ��ich aed FROM STA. 226+02 -L- LT TO STA.226+70 -L- LT FROM STA.2D+28 -L- LT TO STA. 228+76 -L- L7 FROM STA. 41+25 -Yl- RT TO STA. 47 : 77 -V7- RT FROM STA.24+50 -Y1RP� RT TO STA.26-F50 -Y1RPB- RT FROM STA.27+00 -Y1RPB- RT TO STA.28-FSO -Y1RPB- RT DETAIL 28A LATERAL''V' DITCH �No �o S�alc� / b /� NONroI ��� �F01 Ground : p 1�� 1"Fi Slope d Geofe�tile � Min. D=].0 Fl. Ma�. d=Top of Bank Type of liner= Class I Ri�Rop 6=5.0 f-1. FROM STA. ll5a-87 -L- RT TO STA.116+50 -L- RT DETAIL 29A STANDARD 'V' DITCH (Noi io S�ale� � � Na�ural Ground 3�� p JPA\�S � Gro�nd �Min. D=2.0 FI. FftOM STA. 72+50 -Y4- RT TO S7A.13+85 -YA- RT DETAIL 30A SPECIAI L4TERAL 'V' DITCH �No� �o Scale7 Nmural 1� /�- fill Ground � 6�� p F�o Siapo � Min. �=2A FI. FROM STA.11+08 -VSE- RT TO STA.11+65 -YSE- RT PROJECT REFERENCE NO. SHEET NO. R-2727 2A-1 RM' SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ][NC�D�IPIl.� lE 1�1L�N� DO NOT USE FOR / W ACQU[S[TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL 37A CHANNEL CHANGE (Nof to Smle) ,' b %� Na�ural � Proposed Ground N„�u�� ra- � FiII5lope � �� d 7.� p �„iFt. � J - GEOTE%TILE� B Min.D=4.0 Ff. -E+isi.Chnnnel Mox.d=Top of8ank 8=6A Ft. Type of Liner= Closs I Rip-Rap 6=70.0 Ff. FROM STA.65+47 -L- lT 70 STA.76+13 -L- lT FROM STA. 80-75 -L- RT TO STA.87+-89 -L- RT DETAIL 32A STANDARD BASE DITCH �No��a S�ole� I rcl c�o��a 7:l p 1.� c,e��n d �+•^*�e-� B Min.D=3.0 Fl. Mav. d =Top ol Bunk •When e is < 8.0' B=3.0 F. Type of Liner= Closs I Rip-Rop FROM STA. 83+25 -L- LT TO STA.84r48 -l- LT FROM STA.85+1i -L- LT TO STA.85+39 -L- LT DETAIL 33A LATERAL 8o SE DITCH �Nol Scale) i 6 Noiurol I � �% � fill Gra�nd 7.) p �,.� '� -:f�. Slaoe d GEOTEMILE � - Min. D=2.0 F. Mox. d=Top of Bonk •when e is � 6.0' 8=4.0 Ft. Type of Liner= Class I Rip-Rap 6=5.0 FI. FROM STA. 16-26 -YS- RT TO STA.17+00 -YS- RT� DETAIL 34A SPECIAL LATERAL 'V' DITCH INotlu Smle� / No�ural � Ground �4R�F,S D��p�B� 5lope � Min.0=i.0 Ft. FROM STA.24+00 -Y1RPB- RT TO STA.29+50 -Y1RPB- RT DETAIL HAS BEEN RCMOVED c ^ PERAA AL �Pl ET � STANDARD 'V' DITCH x� INono s�oiel Geoui N �.ai �.d j� ,1� / Ground 0 Goo�oelile � Min. �=2.0 FI. Type of Liner= Class B Rip-Rap Mox. d=Top of eonk FROM STA. 40+83 -L- LT TO STA. 43+50 -L- LT FR 0 1� u N ¢ N B L � m E DETAIL 37A STANDARD BASE DITCH �Norro S�al�� Nolural Nroui I Ground 1:1 D M1��/- G �nd d' Geoie.�ae-�� B Min.D=2.0 Ft. Max. d=Top of 9onk 'WM1en 0 is � 6.0' 8=5.0 F. Type of Liner= Class II Ri�Rap STA.87�-00 -L- RT DETAIL 38A TOE PROTECTION I�oi m s�oie) E� �/ Nolural- .�� ��S°Q0 Grau�d �� b F � �d d=2.0 Ff. '`Geoiextlle 6=2.0 Ft. Type ofliner= Clozs B Rip-Rop FROM STA. 48+92 -L- RT TO STA.49+77 -L- RT FROM STA. 51+30 -L- RT TO STA.52+95 -L- RT FROM STA. 581� 70 -L- RT TO STA. 60 �i 50 -L- RT FROM STA.68+00 -L- RT TO STA. 71+00 -L- Ri FROM STA. 79+95 -L- LT TO STA. 81+01 -L- LT FROM STA.81+24 -L- LT TO STA.81-79 -L- LT FROM STA. 75+65 -L- RT TO STAJ7+00 -L- RT FROM STA. 85+66 -L- LT TO STA. 87+50 -L- LT FROM STA. 86 �I- 62 -L- RT TO STA. 89+ 50 -l- RT FftOM STA.115+53 -L- RT TO STA. 715+82 -l- RT FROM STA.124+67 -L- LT TO STA. 128+00 -L- LT FROM STA. 126+06 -L- RT TO STA. 127+39 -L- RT FROM STA.139+80 -L- RT TO STA. 14L-48 -L- RT FROM STA.141+19 -L- RT TO STA. 142 I-50 -L- RT FROM STA.145+24 -L- LT TO STA.747�F66 -L- LT FROM STA.150+00 -L- LT TO STA. 152+96 -L- LT FROM STA. 166+00 -L- RT TO STA.167+85 -L- RT FROM STA.166+y0 -L- LT TO STA.768+59 -L- LT FROM STA.211+06 -L- LT TO STA.277+72 -L- LT FROM STA. 225+14 -L- RT TO STA.226-F47 -L- RT FROM STA.226+16 -L- LT TO STA. 226+59 -L- LT FROM STA 227+39 -L- LT TO STA 227+93 -L- LT FROM STA. 12+00 -Y3- RT TO STA.15-28 -Y3- RT FROM STA. 13-66 -Y3- LT TO $TA.15+09 -Y3- LT FROM S7A.16+33 -YS- LT TO STA.77-94 -YS- LT FROM STA.17+26 -YS- RT TO STA.19-30 -YS- RT FROM STA. 18+00 -YSF- RT TO STA. 19 �-30 -YSF- RT FROM STA. 11+70 -YSRPBSB- LT TO STA. 12+45 -YSRP6S6- Li FROM STA. 18+40 -YSRPC- RT TO STA. 20+18 -YSRPC- RT FROM STA. 73+18 -�YSRPD- LT TO STA. 15+20 -YSRPD- LT DETAIL 39A LATERAL BASE DITGH (Na� lo Scole� / Noiural � ^� '� � Fill G,ou�d S'/ p 1� ' vt. Slope d GEOTFMILE � M n. D=2.0 FI. Maxd=Top oSBank wne� B rs< 6.u' B=3.0 Ft. �ype oi Liner=Closs I Rip-Rop b=5.0 FI. FROM STA. Si' S0 -L- LT TO STA. 57-7a -L- LT DETAIL 40A STANDARD BASE DITCH �Ho� io keie� Noivrol No�urol Grountl 7: � Graund � � 2. d Georuxiile� g Min.D=2.0 FI. Max. d=Top of Bank �whe� 6 Is < n.o' B=2A F�. �e ol Liner= Closs I Rio-Rap 3 TAIL 41A STANDARO BASE DITCH Mario s<alei Nol�ml Non,nl Ground �-�� �p 1'�� d C»o�evfle� B Min.D=2.0 Ft. Mox.d=Top of8onk 'When B is = 60' 8=8.0 Ff. Type of Liner= Class 11 Rip-Rap OM STA.10:�11 -YSRANB- RT TO STA. 13��, Ob -YSRANB- DETAIL 42A STANDARD BASE DI7CH �No��o 5<alej Noluml Nofural G.ound ��� ..p ti'��� d Geok�nllr- 8 Min.D=2.0 Ft. Max. d=Top of Bonk 'NRian B i: <: 6.0' B=J.0 Ft. Type o( Liner= Closs I Rip-Rop FROM STA.225+8h -L- RT TO STA.225r99 -l- RT DETAIL 43A STANDARD BASE DITCH �uai m 5<oiel Na�urol Naru I Grcund ' 7�! ,1.\ Graund d � Gao�e.iea B Min. D=2.0 Ff. Mon. d =Top of Bank •`M�en B iz �< 60' B=4.0 k. Type oi Liner= Closs I Rip-Rap FROM STA.29+95 -Y7- RT TO STA. 30+23 -Yl- RT FROM STA.15�i�10 -YSA- RT TO STA. 15+29 -YSA- RT DETAIL 44A STANDARD 'V' DITCH �Nol ic Smle� Nal�ral Nai�ml Graund \.� 1�/ Ground D d Geo�ex�ile - Min. D=2.0 FI. Type of Liner= Class I Rip-Rap Max. d=Top of Bank FROM STA.227+46 -L- LT TO STA. 227-50 -L- LT DETAIL 45A STANDARD BASE DITCH �Neiro s�oml GrI Noiurcl aund 7� D .��/ Gmund d. Geotex� le -' B Min. D 2 0 Ff Mox d Top of Bonk 'WMen B iz �� 60 B=i.P-4.0 F�. Type ot Liner- Closs II Rip-Rap FROM STA.11-20 -YSRPBS� LT TO STA. 12+52 -YSRPB58- DETAIL 46A STANDAR� BASE DITCH �Na�ta Scule7 Nolurol rvl Ground \�� ,�.� Groun Min. D=IA F. � B=2.0 H. FROM STA.21+86 -YSJ- LT TO STA.22+24 -Y51- LT DETAIL 47A RIP-RAPPED ENERGY DISSIPATOR BASIN DIM. RIP RAP BASIN f RIP RAP NOT SHOWN � (N) 1 A 3.5 �'y.�. Y:1 g 2.3 � / CULVERT� 2:� qPRON �� C 1.5 F D 1.1 ?'1. E 5.6 F 13.6 0.1P RAP NOT SHOWN \ G 11.1 a« o�ME�s�o�: aPPaow,N,,E PLAN BASIN # LOCATION �AT OUTLET� <uivem 7 15+17-Y51-RT DETAIL 48A CULVERT OUTLET CHANNEI STABILIZATION �No�fo S.ole� Natumi0etl Elavai�o� 2` R CL'll'NPMPJ ��-Ct'li'RiPMP Le�q1h IOulerl �"M1O F. 4 CXwINNIELeED�� $TA. 79+00 -L- RT DETAIL 49A CULVERT INLET AND OUTLEf CHANNEL STABILIZATIONm��ieaa �Ho m s�aiei `-ee.�uo� a �ir xirxnr � �i,��, {j{�i��� n �m wrxnr �� � Geore�lil� nla�e1 apF� `<HnINnIEL9FONE langlM1 �Oull I- 0 f�. 6 STA. 125+86 -L- DETAIL SOA CULVERT INLET AND OUTLET CHANNEL STABILIZATION o1� �Na�ioScole� �EI � CL � ,�}���IPRnP 4�vaL2 �n��u r��� 6, �CL'I'RIPRAPLINED <HNNNEL BED Len9�F IOuile�l`�65�F STA.lA1+b8 -L- DETAIL 51A CULVERT INLET AND OUTLET CHANNEL STABILIZATION �No��o kole� Ele. %/ / CL'll' NVMv - � / � �iPRAP Gooronlilo=� -<L'I'qIPRAPLINfD len h le�= � F� � CHnNNELBE� enBM IOu11Nl' d5 F. STA. 147 � 58 -L- � SECTION 7iD8 STA. 15+17 -Y51- RT DETAIL 52A CULVERT INLEf CHANNEL STABILIZATION �Not io S�ole� � Naivml Bed He�ola� Ct'll' RIPPAP � �' /ry` �--�IPFAP � �f Gea�eeiik -� Lenem IInIN1= �s F�. STA.18+bi -Ll- DETAIL 53A INLET & OUTLET CHANNEL STABILIZATION �Na��o Scoie) NG FIOODPWIN BENCH� NG r5.y�� � � CL'll' RiPRAP H V a'n'xivnnv� �� -j C� 'll' RIPRM w � � \_ NATIVE MwTFNIAL Po �iiu °o"ro's°P CL'I'RIPNvIINEP�9 �9"- T NEONL� STA. 169 � 00 -L- DETAIL 54A INLET 8 OUTLET CHANNEL STABILIZATION �Notio Scvle) NG FLOO�PWN BENCH NG �� �`a xrwv C� II'RiYPnv -' ^��� ry �' CL II' RI�iER -� i0 �ELL �OIDS r Cl 'I'PIPMP LiNE� �10' �.0' Ei ENn oNtr STA.205+00 -�1- DETAIL 55A INLET 8 OUTLET CHANNEL STABILIZATION �Noflo Scvle) NG F�a vwu e cn NG u n amu.r���� � jq��a'n'aiexar �� n� PLncFol� I I NFAIn . -+{ �2' '--�1 iR' ro L VoloS n OUR[�i�'[�bEU ID $TA.IS-�55 -Y3- DETAIL 56A INLEf & OUTLET CHANNEL STABILIZATION �Noi To smlel NG fLOODPIwIN BENCM NG ;�'� Cl 'll' 0.1PMP u n xirxnr- `� � CL 'II�RIPRAP .w E MAiFRIAI PV.CED ON tOP yl q� � q� �� roTlriu voios Cl'I_al A���eYo SiA.16+�14� -YS- DETAIL 57A INLEf & OUTLET CHANNEL STABILIZATION �Noi lo Scale� NG FIOODPUIN BENCH NG + � CL'll'RIPMP CL'll'PIPRaP-�/ � �� ry l r y�- �ucilu�o nsoP C N �]'~F~ SfA.68+�38 -YS- DETAIL 58A LATERAL 'V' DITCH �N iio s<oiel / i b / I � �� f'ill Ground 7.� .��� - 'iFl. Slope �D/Min. D=2.0 FI. 6=2A Ft. FROM STA.15+75 -Y3DETR- R7 TO STA.16+78.65 -Y3OETR- RT FROM STA. 17-F39.39 -V3DETR- RT TO STA.20+50 -Y3DETR- RT FROM STA.17 I-50 -Y6DET- RT TO STA. 18+03 -Y6DET- RT FROM STA. 18+03 -YbDET- RT TO STA.18+50 -YbDET- RT DETAII 59A SPECIAL CUT BASE DITCH INotio 5<ale� I � �- Fronl Graund z. 6 � �ii<h wm � p F�° °� slave � Min.O=1.5 FI. 8-2.0 F1. fROM STA.26-23.90 -Y3DEfR- LT TO STA.27+>0 -Y3DETR- I.T DETAIL 60A L4TERAL BASE DITCH j � No� �a Scale� �b '� Nalural � �- I// Ground 7:/ � 1� i"�ft. Fill �" Slope I p I Min.�=4.0 fi. 4��.! B=2.0 F. 6=2.0 F1. FROM STA. 27+50 -Y3DETR- LT TO STA. 28+74 -Y3DETR- LT FROM STA. 33 -i 33 -V3DETR- LT TO STA. 35 �! 00 -V3DETR- LT PROJECT REFERENCE NO. SHEET NO. R-2727 2A-2 RM' SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ][NC�D�IPIl.� lE 1�1L�N� DO NOT USE FOR / W ACQU[S[TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DETAIL 61A SPECIAI NT BASE DITCH � Noi lo Smlc� NoNrol ��� Frant Grovnd 7.� Tp p; He Dikh I �e I F�° Slop� � Min. D=2.0 k. 8=2.0 F. FROM STA.28+74 -Y3OETR- LT TO STA.33+33 -73DETR- LT FROM STA. 35100 -Y3DETR- LT TO STA. 35+50 -Y3DETR- LT DETAIL 62A STANDARD 'V' DITCH ( Nor �o Smle� Nalurol I Gro nd 1.j ,�.�.� D I Min.D=7.5 F. FROM STA. 43-i 50 -YSDET- RT TO STA. 44-i� 20 -YSDET- RT DETAIL 63A RIP RAP AT EMBANKMENT �No��o 5cale� to'mi�. G�rade 10'min. ; � � GEOTEIRIIE � Type of tiner= J.0 TONS,CL I Rip-0.ap Gao+er�ile= 14.0 s FROM STA. 15 ��.- 73 -Y3�ETR- RT TO STA. 15 +- 86 -Y3DETR- RT DETAIL 64A STANDARD BASE DITCH � Noi la Scalc� NaNrol N ural Ground \ ?� ���/ G�aund � D � Min D 2 0 Fi I g I B=3.0 Ff �-'� FROM STA. 26+42 -YSDET- RT TO STA. 26+91 -YSDET- RT FROM STA.27+q� -ySDET- RT TO STA. 27+47 -YSDET- RT � PERMIT DRAWING SHEET 4 OF 119 L O C H N E R PROJECTRRE272N,CE NO SH'EzETBN��O. � H. W. LOCHNER, INC. WW SHEEf NO. 2840 PLAZA PLACE, SUITE 202 ROADWAY DESIGN HYDRAULICS RALEIGH, NC 27612 ENGINEER ENGINEER / \ \ � -�a\ `. '.,,N 1 '1 I � \ \" NG Licanse \ m6c� , � \ �\ Number F-0159 sg � �, �� � � � .. SUNGATE DESIGN GROUP, P,A. \ �'� �\ F F DENOTES FILL IN �a>M� �\ � �� A�F \ !,�u,! �E��NoRr��ARo��az,so� u��a�a,a�tN a�iy ��.aaN� � � WETLAND \ TE��sts�e5s-224a NCFlRrvt�ICErvSErvo.c-e9a pp NOT USE FO CONSTRC�CTtON � \ � � (� � � � �� dN �,� *� � � * NOTES MECHANIZED � , � � \ � � � � CLEARING 2.� I �� � � `� '°oF N Wo_ \ �_ z � � \ \ \ � m DOCUMENT NOT GONSIDERED FINAL o s+a.=si+oo -vao�re- �r SUNSET HILLS HOMEOWNERS � \ qiol=e.o crs � UNLESS ALL SIGNATURES COMPLETED sm.=�s.�e -raoerx- zr V��Oi=4.18 fP5 /+SSOCIATION �� \e � -- - - - � \ \ p110�=6.0 Cf5 d101=0.I6 F�. 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BASEP�l50+42.00 I I ` -' — - - - - � ' — ------ ELEV=390J0 _ �-J20859% -'------------- ---- --- �=�0.5747%--- -- 37� PI=52+74.00 - _ 370 I I I I I I I I �I ELEV=378.00 � END LAT.BASE D/TCH fLTI P1=56+00.00 P1=5i+74.00 ELEV=37I.20 SEE � E '�� R-L- PLAN VIEW I 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 ! __ � PIPE HYDRAULIC DATA 43� . 30" RCP Sto. 70+87 -L- I 430 _ _ O _ L_ DRAINAGE AREA = 5.4 AC O I - I I I DESIGN FREQUENCY = 50 YRS � - — - + DESIGN DISCHARGE = 22 CFS 42� � DESIGN HW ELEVATION = 370.6 FT 42� - I00 YEAR DISCHARGE = 23 CFS — Q � I I I I l00 YEAR HW ELEVATION = 370.7 FT - OVERTOPPING FREQUENCY= 500 + YRS —I OVERTOPPING DISCHARGE = 60 CFS 4�O 41O � PROFOSED GRADE I - OVERTOPPING ELEVATION = 379.6 FT W � _ � !��� �� � 400 = _I � � � �_ i _. 400 I f-JL5777% i I I I I O � _ _ � 390 . W � _ — � � 390 _ �\�� ��/ ��� i ii I—I_ _ �i � �� I � 380 QI \ � � � � \ � � , _ � � - - � ` _— � 380 \ � '`-- � ✓ _i � �� ��,\`—/���—�``\ _. 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FILL IN WETI.AND (WG) � 390 I I I I � 390 �� ____ _ I � _ v ----���\ I I �� 3$0 -----------��.� �.�� �� —.---------------------------------------FJ� �� 380 � 2 , , , , , ; , i E 370 ' I I � � � � _ I - I _ __ _ - . - _ _, —_ 370 a _ __ , T TN -L- LT N� ���° 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 � � PERMIT DRAWING SHEET 20 OF 119 � J'� rR"' rt`r`R`"" ,"" """ '" N � R-2721 X-324 �� 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 430 i i i i i i i � i i i i i i i i 430 i I i � - i _ 420 0.020 0.020 � 4 0 ):1 8:1 41 .23 4/0 g g � i 4!0 _ i W W _ _ I — — _ _ 400 _ _ 3 3 � _ ?�� -- - 400 � , I _ � � 390 FI L IN WETLAND � 390 fWG) T I : I : : _ _ _ _ � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 380 — 38 . 6----- --- -- ---- 380 54 + 0.00 : �ao I �ao _ 420 0.020 oA20 — — i 18:7 8:1 4/0 41 .02 I Q i _ � — — _ — . 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IMPACTS IN �,�� 3 I 3 3eo I I SURFACE WATER _ - � � '37 .44 �`�f7i � FILL IN WETLAND —� — — R� 371L._—�_ (Wl) �_—�� _ 370 -� —� �� � � � a . ` � . . . . . . . . . � � . �, — � � — � � �� 360 � -- 12:1 _------ -------------' 360 a —�� — q� _� 2 � � 68 + 0.00 a 35Q __ I I � I . � I I I I ' I _ - - - �- - - - — 350 T TN -L- LT N� ���° 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 � ; PERMIT DRAWING SHEET 24 OF 119 50- 25- 0 50- ,00- L O C H N E R PROJECTRRE272N,CE NO SHEE�NO. j -- - H. W. LOCHNER, INC. WW SHEEf NO. SCALE: 1��=�00� Z840 PLAZA PLACE, SUITE 202 ROADWAY DESIGN HYDRAULICS RALEIGH, NC 27612 ENGINEER ENGINEER � DENOTES EXCAVATION � \ � � N< <,�e�se � `�� Number F-0159 '� IN WETLAND \ � ` SUNGATE DESIGN GROUP, P,A. i `� �'"� �I, � � ► �; F F DENOTES FILL IN � \\',\ i !,�u,! ��sGsrs°zz<3�ARo��az,so���F�RM���E�sE�o.�.aso u��a�a,a�tN a�iy ��.aaN� , WETLAND � NOT �SE Fo CONSTROCftON � � i 'i � � i - � *� �,� � � � DENOTES MECHANIZED �� 'i � � � � �� � � � � � p CLEARING � �� \f� � `� � � , . / \� ERTI OTES IMPACTS IN �� ` y � \� ��" �� � � DOCUMENT NOT GONSIDERED FINAL \ � \ O.� UNLESS ALL SIGNATURES COMPLETED �� ` /��� ���ACE WATER s� �� �' � °z� � � F �rq �ic � ���� �� � PAVEMENT REMOVAL i � ; �� DENOTES TEMPORARY � s� � `� ���� � s � i � ';.av D sNou�DER A,�, �� IMPACTS IN SURFACE WATER \�9.Gq�9F\ ��� r � � �\�� 4� � 1 \\ � � ` / � \\\\`� � �iT , I { \1 11 \� S \ \� ' Twr"�`^'" - - - -��^� � _ - -5� - _ - - - - - -'�`; r4t'�t,-' ..t;r, - �-^,v/-4,:r�r,-�^ri,tr�v-- ^�'�4�-i. : . \ \ � \ � � 1 2 � �1 \ _y, \�\ ��y/',� ti LAT 6' BASC DITCIi wiCL I RIPRAP � � '��''�v- _ \ � I ("-� ; SEE DETAIL bA � b -_ � f �,r`^s'r`"'r�' _ass- � _ s� � -�FD�- - - - ��'� ,� �D's`EwER EaSEMENi_ _ - �'�M''Z..n� � s .I �II\I �I_ _ - _ _ _- _ _ _ � _ - ss '�P _ _ ��a =ess= _ _ a _ "'-v-^,w � .�f � � .. \� B-I g / II . -... �v _ r . . , a � � . . ... - - - � - l . _ �^ � s = - ' a .�: � ,i �r:�'-w,•��-,�,�, * � � � � _ _ _� "-ii. �. a<s� �s�� �TRIA fp�lE G��EN!NAYS �OUNCIL- . .✓z;�,z _Fsr`� , �-� �. a . ,_ , a . � j�f1� `r'ur � _ _s- _ _ _ _ � s� 4 �/ � � �� _ - _ -^�.--.,, � t�ra _ _ _ _ \ ss , , ,�� �. ,,r"` _�� . � --� I ,, �� � � � i �'�� � , �' ' � � � L ' � , � �. � -�_ -`_ —_ � ' S� ' ��— _ — fa,{i j � � , � ,a,a 1� ��3 � � j i � - ti-� — — _ _ _ _ _ _�,_ _ ITE 13 �'S, � � �� ,�,j� ��� ;;� , � � �� ��� ���� � ,� �JI�J'J� 1 4 � jj �1 � . � � . . � jl '�J ' .. - � ` � } � P� �J. 1 ' I'il � , . ii �. . a � � � ��'� _ _ �- j. " � .��� , z � �'a�z'� ' ' �<����,' � �� � — — � � F WETLAND WL `4 -- `� � � � � } �4�I � { _—_--___ _---- F --- � � '� t 3 � a � �?�'� �. ' � 't� � � i F ** ' \ I ' � i'�� �' 1 � � ���, '�' � � µ � � �� roe orec � � �4� �� �� �l — SITE 11 �� � "EE b IL 38A ,f„ � 7 F I i � WETLAND WK , � \ F * — � i i �����p � E T i i :'>. F / . . „ L� I II F�� F ^ �.. 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TS �y :� R � I . � i N R ��Z �, � �- RE� � r -- L4T 6' E DIT I CL I RIPRAP �� � `` �� X ���y.�� �_ /�3�'-) � �'� �^'� � SUNS EE DETAIL bA � �j �� ` � x �,.r� b„y''' ti '^r� EOWNERS' AS OC. ��,- � , JAMES AND � �" ti�f �(�� / 2SFp J� . � � �. \ � \ \ � DONNA MULLEN o � � = � o ��� -� � \ `�' � ,�+�, II 1 a ,.�^ � a � "- �py - ' Q �( �,r� w' �� y � s STRE/'�/�� � -_,r4, �� � _ �'��'i� m .� �w'� � ��� � % � p - � �y-� /- ,,��y,�z�',i� �`-'� a-.�,�- \,� � ,>���' z -�: _ ' _'� `` _ �� � � � �-' �� `i � / o � '�' � -F� ��� / �� �8e -`�,�at�n, �� \ \ , y � / \ yQ .^. .r � 2� �r � i �o� // l' �oy��'/ - � � \ �, � \. _ _ �� LCONrI � ��� � U � � W � � / �pN � / / e`" � \ _ p 3 �m � � coNc -�,� � z� „�se� � k - ��'j� D. HAYES �, .�� � .� �, / �. , �w�,, � � oQ �� � aQ '/���� ��. MBER A. BUR LL� � � � _ ,���`�^,j',�,. � \ c I ff � '�'-�"'�� _ V II Z 25F� �E � � 26'85l 1', �'/� Z�F� �5 1'_.2 / /� �iNV_ - S.. 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SCALE: 1��=�00� Z840 PLAZA PLACE, SUITE 202 ROADWAY DESIGN HYDRAULICS RALEIGH, NC 27612 ENGINEER ENGINEER � DENOTES EXCAVATION � \ � � N< <,�e�se � `�� Number F-0159 '� IN WETLAND \ � ` SUNGATE DESIGN GROUP, P,A. i `��M� y, ` � � sos,o�ESFRA�K� o �; F F DENOTES FILL IN � ' i !,�u,! ��sGsrs°zz<3�ARo��az,so���F�RM���E�sE�o.�.aso u��a�a,a�tN a�iy ��.aaN� �, WETLAND ` � � NOT �SE Fo CONSTROCftON � � i i � � i -'� *� �,� � � � DENOTE�1�1€CHAI�I,ZED � � , l�.li�����` �� '� ,I � v„ � ���� � � � ' �� � � � � , � � CLEARING � J � \ l\ � � �t L � i � � / �\ `. ` � � � \- �� �. ..��� -� -� � � , � I � \�\\\\ `� �\� \. \�. 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W. LOCHNER, INC. ROA�WAY DESIGN HYDRAULIGS 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER 41O _- -...-. I i _ DESIGN DISCHARGE = 260 CFS RALEIGH, Nc z�biz DESIGN FREOUENCY = 50 YRS Nc ���e�se I DESIGN HW ELEVATION = 357.9 FT Number F 0159 IN��1�1P�,E ]E P�,�N� I - -� -- - easE oiscHaRCE = 2so cFs .. SUNGATE DESIGN GROUP, P,A. � NOT USE FOR .W ACOUISITION 4OO BASE FREOUENCY = l00 YRS ��`��%� �"E�" "°RT"`^R°`"^�'s°� ��1��-B�IN g8I' Il�]LAN� TE��sts�ass224'a NCFlRM�ICErvSErvo.cesa pp NOT USE FO CONSTRC�CTtON O I I I I I BASE h'W ELEVATION = 358.2 FT OVERTOPPING DISCHAR�E = 680 CFS � Pl = 77+00.00 - OVERTOPPlNG FREQUENCY= � 500 YRS - I� I EL = 38/.47` OVERTOPPING ELEVATION = 3642 FT I I DOCUMENT NOT CONSIDERED FINAL 39D a vc = 5oa � � � - � - ' � � K = '/9S UNLESS ALL SIGNATURES COMPLETED �� �i �'JL5777/ f 12,58z6% PRQPOSED GRADE Pl = 85+75.00 G�_ i 380 380 �O I � � � � • EL = 358.88' � I VC = 1050' -I� W K = 243 � - , 370 c=n _ I _- � . 370 � PROPOSED � � , I � FOR�GREENWAY � . �I i � � I I CR�SSING � 3(�O . � �� . BEG/N LAT.BASE DITCH fRTI , P QeQs�o � �4�ne�Rcec I W � Pi=��foo.00 _ _.� _ _ 360 �� \ \ ELEV=352.40 � � - - - ` - � � �.- � ��'1-\ _ -1 � Q � ` �' ,� � ` � ------------------------ �l ------���,1--------------------- -- - - - �2e000, � � 350 - r-� o.32esz - - - � - - - - - � �>- --- -r � .._ � 350 ____ � ^ _ � EXISi ING GRO!lNn (-J 0.6990% 3-3784% _ - - ` � END LAT.BASE DITCH (LTl '� - - - - - - � P1=76+13.00 P1=78+p0.00 �-� 0.53/7% 34� � I I � ELEV=350.90 - _ ELEV=349.6040 BEGlN LAT.BASE DITCH (R J J _ 34� END LAT.BASE DITCH (RTJ P1=80+75.00 T ELEV=34 .67 �� P1=79+03.00 � - Q ELEV=348.88 Pl=81+00.00 � 330 I I I I I I I I � �__ ELEV=345.67 33� END LAT.BASE DITCN (RTl P1=82+26.00 ELEV=345.00 SEE SNEET 9 FCJR -L- P�LAN VIEW I 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 STRUCTURE HYDRAUUC DATA ! __ _ � 410 _ DESIGN �ISCHARGE = 2600 CFS I I I 410 ' DESIGN FREOUENCY = 50 YRS I " _ _�_ o DESIGN HW ELEVArION 354./ FT � - BASE DISCNARGE = 2800 CFS - - '- � _ - � _ - � BASE FREQUENCY = l00 YRS �- � � 400 � BASE HW ELEVATION = 354.4 FT - I � 4QQ OVERTOPP/NG DISCNARGE = 9700 CFS , � � � :OVERTOPPING FREQUENCY= 500 + YRS � -v� 390 OVERTOPPING ELEVATION = 36L2 FT /�' _� 390 I� � TOLL TOLL � - - � - � � 6ANTRY GANTRY W 380 o I �� ! I I Z 380 � _ I- � � j j �� �� , i - � � 6EvlN EFtID�E � � ENC BRIC�G� Pl = 85+75.00 � / I I � L Sl A.d3t0/.00 370 . � _ L sTA.8�+35.0o K�= 3458� 8 /� � � = 370 � � v � � � � j � Q � � � 360 360 W r-�25e2si � �� (+10.5000% (+J0.30�/ ------- ------- /� -�---- -- LOW SIDE / ________-_'-__-__-__-__-__-_ - � l�� - LOW CFiORD . Q . . . . . � !T� ��. . . . . . . i - _. . ._ _i . -. . 350 Z mo� �"' �_ �� � ti��_ __ ��� I I I PROPOSEL�I ' ADE I I I I � �. �� �---- � � i 350 I\ '_ , / J 3,, I� J� - MIN. �� MIN. J I.� � M I T W - - ---� � ---- �-- = n EXISTING GROUND _ o� � � r+l 0.3257% �+ 2.564 °. o� w � END STD.BASE DITCH' �W � ;w 340 � 340 � P1=85+39.00 � U I ELEV=346.07 Q Q s � - - � P1=85+00.00 i- - - �' � 330 . �. ELEV=345.07 � � � 330 3 BEG/N STD.BASE D/TCH �LT) I � ' E P1=83+25.00 i I � ELEV=344.50 , o?- SEE SHEET IO FOR -L- PLAN VIEWI N- m� 83 + 00 84 + 00 85 + 00 86 + 00 87 + 00 88 + 00 89 + 00 90 + 00 91 + 00 92 + 00 93 + 00 94 + 00 95 + 00 96 + 00 \N I�� - ,s PERMIT DRAWING SHEET 27 OF 119 rR"' rt`r`R`"" ,"" ""' 'rriTrl R-2721 X-4 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 400 � I I I I I I I I I I I I I I qQp �- � � � � 390 - 0.080 390 � � � 8:1 5.2 380 _ _. � , , -. �— 38 .25 3&0 I 1'� i _ - f 370 _ _ _ _ _ _ 370 — — — — — — — — — — — i i ------- -----------a2•i 360 ------------- 360 ?.� — — — — — — — _ _ _ _ 'L�� ' _ _ -- — �---�5 . -- 350 _ � � � � , , 73 + �.00 350 _ I � i 400 _ _ 400 I I I _ - � � _i 390 _ �� 0.080 390 Z SITE 11 , 8ij 5.2 - g_ 0 ;_ : z : w g 38 .04 3so 3 _� — i I _ : �., I . 3 — , _ SITE 8 380 37o I I --I EXCAVATION 370 � I I FILL IN WETLAND I I IMPACTS IN : � ----------- (WK) � SURFACE WATER — �SH) 360 ------- � 360 I ?� � —��;1 -----------� — — — — — — — — — — _ _ 1.1 -----� /— 35 .�0--- 350 _ , , ; _: _, ; , , _ �_ � \ � 73 + Q.00 350 —��I I �I i 400 400 �� � I I I I � � 390 0.080 390 8i7 5.2 38 .83 380 � � I I i� I ��—� �—� ,_ SITE 8 380 � I �.� I -�, _ � 3 0 � IMPACTS IN — 3 0 a ---------__ SURFACE WATER . — _ � _ (SH) a' -- ---- �� 360 ---- � ---_ —1�L —_-----�___ 360 •� — � ,�.1 --------------- -----^35 .02-- ; � \ / 1 , � 35Q __ _ . I - I _, � 72 + Q.�Q 350 � -L- LT 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 � PERMIT DRAWING SHEET 28 OF 119 �� lod�� rR"' R`r27z,` ,"" X-3'q';�' N ,s 380 �0 0 10 20 30 40 50 �60 70 80 90 100 110 12�j1 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 29� 380 Z Z � � 370 '� 5.217�, 80 3 I � I I � 370 36 .69 , ! � _ 360 _ II _ ?:� 360 I _ I I � I I , FILL INwWETLAND --------------� � � 350 —� .4------------ -------------- -- -----� �--------- 350 �_/ 8� + 0.00 I _ � 340 I I I � I i I � � _— _— � � 340 _ _ I I SITE 12 _ 380 380 _ _ Z ZI _ g � 370 1 _ 5.217 �� 0.080 3 � � w 3 370 36 .98 360 —. 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DENOTES IMPACTS t— ♦ ♦ 905JONE5FRANKL � ,��* DENOTES MEC NIZED SURFA WATER � —���'����sGsrs°��<3�^����a�,s����F�RM���E�sE�o.�.asa 1�RlE�,bl�Iiv �8�' l�ll.�1v� � � � % DO NOT USE FO CONSTRC�CTtON � � � � � CLEARIN� �� �!�� � DE TES TEMPORARY � I A TS IN SURFACE WATER BR�AN L. AND � �' I ENOTES EXCAVATIVIV\ � DEANNA C. HAMILTON J�r / IN WETLAN CURR os. /Nc r^ t �\ , \�-�� .1(1 i �,�, f� ""L - 4'- DOCUMENT NOT CONSIDERED FINAL �5�/� . � \� I J � / � o�,` � �� � Z UNLE55 ALL SIGNATURES COMPLETED ���� � TRIANGLE GREENWAYS CO �CIL � / ������ ����d + y � LOUIS C. III AND � � � % � `'m = � + � ��� � A SHIRLEY R. DAVIS �,.�, A +� ,.�� � � PAVEMENT REMOVAL i ` � : � '`' � ��� / Hz � � � � 0 F;�VED SNOULDER �� _ � y � � � �a + �� � Z�J �� �� -�,,�.,��,1r-��,1 `+ � �F �� � W e°a�°+�O TIAN IN � \ �, w o-J q�iy� L AND ,�� i� `�� 1 STREAM � � 1 \���`� DERRICK P. AND F-Q � '.�,o,a r� �e JUHONG LIU WANG I ez e MICHEL�E G. 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IWJ SHEEf NO. 2840 PLAZA PLACE, SUITE 202 ROADWAY DESIGN HYDRAULICS SCALE: 1��=�00� �8 RALEIGH, NC 27612 � ENGMEER ENGINEER F F DENO FILL IN \ � � Ob',' N< <,�e�se � JACLYN AND JEREMY KRING Number F-0159 ;� W ETL D ;- � .. SUNGATE DESIGN GROUP, P,A. �' DENOTES IMPACTS t— ♦ ♦ 905JONE5FRANKL � ,*�* DENOTES MEC NIZED SURFA WATER � �`�'����s�srs°��<3�^����a�,s����F�RM���E�sE�o.�.asa 1�RlE�,bl�Iiv �8�' l�ll.�1v� DO NOT USE FO CONSTRC�CTtON � � � �� � � � CLEARING - -/ /��' j DE TES TEMPORARY '� � r � �' � E%/�� OT $ E�tCCtAVATlO _� � �� A TS IN SURFACE WATER aR'^" �^�o I � DEANNA C. 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ROA�WAY DESIGN HYDRAULIGS DESIGN DlSCHARGE _ l50 CFS � I RALEIGHANAC P 276 2 UITE 202 ENGINEER ENGINEER DESIGN FREQUENCY = 50 YRS I Nc ���e�se DESIGN HW ELEVATION = 390.2 FT Number F 0159 IN��1�1P�,E ]E P�,�N� -� easE o�scH.aRCE _ �so cFs - - —�-- ' �— .. SUNGATE DESIGN GROUP, P,A. � NOT USE FOR .W ACOUISITION BASE FREOUENCY = l00 YRS I ♦ ♦ 905JONE5FRANKL1NROA° ➢�f$IEI,III�IN g8I' Il�]LAN� I , BASE HW ELEVATION = 390.3 FT i ��u' �L;sGs; s°z�<"3�ARo���a�,so���F�RM���E�sE�o.�-aso . . . DO NOT USE FO CONSTRC�CTtON OVERTOPPING DISCHARGE = 950 CFS OVERTOPPING FREQUENCY= � 500 YRS I ` - � � ' ' ' i 44� OVERTOPPING ELEVATION = 404.5 FT DOCUMENT NOT CONSIDERED FINAL � � I I UNLESS ALL SIGNATURES COMPLETED � — _ . . _ . _. . — _ _ . _. _ _ ._. . . � 430 N _ � � � 430 Q Pl = l2/+00.00 �� ` — � -----� C�/� VC - �.200' _ / --._ - � 420 420 Q K= 3/6 � � - I ` �� _� Q � � � i i _���� � (-J0.695/% � � _ 410 W � Z 410 _ C� � � � (-J0.695/% � U \ : F'HJFOSEL7 : � � �� V) � \ �� l4'xIC7' RC6i�" Z 4OO i , FOR GREENWAY" / I I� 4OO J � CROSSING � / _ _ � � \ / PR�POSED GRADt W . � �. .— : . . . . i PROP(SSED 1 6'v8' RGBC . � . . . —. . . .. .. . . . .. . ;- � . . � 390 � _ _ \ — _ � � � �� � � � 390 I �� '�I � � � �_ V. �_ EXISTING G'ROUND q WS ON 3-7-18 II � = 386b 380 I I I I I I I - �I � 380 sEE sNEEr i� �nR -c- P�AN viEwJ 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 -- � CULVERT HYDRAULIC DATA -� CULVERT HYDRAULIC DATA 44O _ DESIGN DISCHARGE _!80 CFS I DESIGN DISCHARGE _ l30 CFS 44O I DESIGN FREOUENCY = 50 YRS i DESI�N FREQUENCY = 50 YRS O ! H ATl N = 77 FT — l NW VATI = 774 FT � DES GN W ELEV 0 3.3 DES GN ELE ON 3. � L- - � j i — — BASE DISCHAR6E = I90 CFS - � BASE DISCHARGE _!40 CFS � 43O BASE FREQUENCY = l00 YRS I BASE FREOUENCY = l00 YRS � 43Q BASE NW ELEVATION = 377.5 FT BASE HW ELEVATION = 377.6 FT Q OVERTOPP/NG DISCHARGE _ l030 CFS � OVERTOPPING DISCHAR�E = 542 CFS � OVERTOPPING FREQUENCY= > 500 YRS OVERTOPPING FREOUENCY= � 500 YRS � 420 `�� OVERTOPPlNG ELEVATION = 393.1 FT OVERTOPPING ELEVATION = 383.5 FT N 420 � \ _ I ,� � � \ Pl = 144+60.00 � 410 0 ��� _�� EL = 397.85' i � 410 �I- � �` I PROPOSED GRA'I E VC = 400' i� � �-)0.695/% - � \ K = 335 � � 400 . � `' � ,, 400 � ` \ � �-)0.695/% �+�0.5005� � � \ � 390 W \ � � I I� � � -�.'' " -''� \ ' I _ � 390 � i \ PROPOSED ll&ilb'x8' RCBC / �\ � . — . I — .. . � . — . . C�6'x8' RCBC —, —' � — � . . \ . . . , . . . � P`OPOSED 1 � ��� 380 . � , j� � � � / � I ` � � \_ \ 380 rn EXISTING GROUND �/ � — � � � '� — � � . . � . . . . . . . . � WS ON 3-7-18 . . . . . � WS ON 3-7-18 � �� =a�a.e ' J 370 � (-1 Q.3056% ' �, 5j9p8i3�a.3 370 a _. � _ � .6 \ - - LAT.BASE DITCN (RT) \ � � , �' �-� BEGIN LAT.V DITCH (R ) ��: Pl=146+00.00 I N � P1=14/+50. 0 ' ELEV=374.10 ° Q ELEV=37.65 END LAT.BASE DITCH fRTI " 360 � � P1=I42+36.00 � END LAT.BASE DITCH fRTI I 360 _, _ l=142+00.00 Pl=147+3/.00 E � I I � I I ELEV=36E.83 ELEV=36872 I I I ELEV=367.30 � � i o?- SEE SHEET l6 FOR -L- PLAN VIEW� N- m� 135+00 136+00 137+00 138+00 139+00 140+00 141 +00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 \N I�� - � PERMIT DRAWING SHEET 46 OF 119 �� lodul� rR"' R`r27z,""" X"g3"�' N �s 420 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 420 0 Z g 4(0 _ 3 . _. — 0.050 0.050 6.593:1 Q 4/0 I I _. SITE 18 _ 40 .44 400 _—. � i_ 400 I I I I I I � I IMPACTS IN SURFACE WATER � (SS) 39�'—� _------ FILL IN WETLAND 390 _ — — — — — — — — — — — — — — — — — = — — — — — — ------- (f/VX) -------------�— --� . i�� 3ao I I I I I I � I I __. _ _ —_. - 125 + 50.00 seo _ _ I I 420 _ i I Ir 420 4/0 0.050 0.050 6.593:1 , � 4/0 40 .51 400 I � 2'� _ : 400 i i � � i i i � i i � � � _ � i _ — — — — — — 390 --------- ___ 390 I I I I � ------------- �Z�J� .�� �ao � � � _ �ao 4/0 I I � 0:050 0.050 6.593:1 8 4/0 I : 40 .50 I I I �'� 400 400 — -- — — — — — — — — — — — — — — — — — — — — — — ,�—� ------------------ ----- �Z�+rt .�� 390 390 _ I I I I I I I I I I I I I I I I I I - - �� �� � 420 _ 420 —�-- �� 0.050 4/0 I I I I I I I I 0.050 6.593:1 E 4/0 I , �� � � ; 40 .42 1', 401Z------------- — — — — — — — — — — — — — —�— ------------------- 124���.00 �ao , , � , ���_ � ��_ , �ao � �� � � i � I I I � .050 � 4/0 _ _ 0;050 � _ 6.593:1 g 4/0 � — — — — — — — — — — — — — — — — — — — — — — — _ 6:1 — — — — — — — — 40 .25 � — — — — N — — — — — — — — — — — — — — — — — — — — — — — — — �0 .84 — — �� 400 _ _ � 2 3+ 5 �. 0 Q 400 � E I � �� I I � I i , i , �, __ , _ - . - _ - �- - -- TN -L- LT N� ���° 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 � � PERMIT DRAWING SHEET 47 OF 119 � J'� rR"' rt`r`R`"" ,"" """ N � R-2721 X-37 �� 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 420 I I I I I I I I I I �I I _I I I I I I I I I I I I 420 � I i � i i i Q 0.050 0.050 ..7 4/0 w 4/ >3:1 8:1 i 3 40 .75 40Q �— I��—I� I� � --�i ?y 400 FILL IN WETLAND � � � � � - - i , � � (W�'� -� � i � i I i I 390 — 390 38.56-------------- �27+��.�0 ---------------_ ---------------�� 380 — 380 — � _ — — — �_ 420 � i � _ 420 Z : g o.oso o.oso � _ 4�0 �s:t s:i "' i _ SITE 18 g 4�0 40 .06 I I I ~ 3 400 i 400 FILL IN WETLAND ?�� I � �l�lX) 390 390 � .20-- ------ ------- — _ _ 38Q �26+50.00 - - , : ��. , : � , - -: , .------------------------ ---380 : �. ��. � �� �. � ,�� � 420 I I I I 420 I I �� �� � I Z 050 0.050 � 0. 4io �3:, e:, _ , g� w 4�0 40 .29 3 W 400 _1 —�— 3 400 ?7 __� FILL IN WETLAND � (WX) � 390 390 � � � 38 2— — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — � 3ao 126+00.00 _ _ ---------------�v �_-----_------�o 2 , � � E 3�0 � i I � ' � � . � - � —� — _ i _ _ - _, - _, - i , 370 a _ , —_ T -L - RT I , N� ���° 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 � v° i � x on �� PERMIT DRAWING SHEET 49 OF 119 \ \ \ \ �'�� ` � HOLLY SPRINGS RESIDENTIAL PROPERTIES LLC � F F DENOTES FILL IN �� � =�� W ETLAN D � ss i **�� DENOTES MECHANIZED ��� D��/I�OTES IMPACTS W���� � � �� � � � CLEARING � SIiRFACE WATER � � � A � DENOTES EXCAVATION / DENOTES TE PORARY � /' � IN WETLAND Y��� ' IMPA�TS I S�RFACE WATE I \ I `\ � I ��� ip � ` � � �— � � N _ � � � s. � _ � 1 INLET CHANNEL _ �'` � \� � SEE DETAII 49/+ \ y\ G 1 0 \ 11 \ � To j 39 ��, . � \ / �, - � ;� W \ ` GT % NC DEPT OF TRANSPORTATION TS . � �� � �, � \ \ ZG' � SITE 19 ` � - �. 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N i L/C A � .3O" RCP SfO. I�FJ'�'E�i -L' H. W. LOCHNER, INC. ROA�WAY DESIGN HYDRAULIGS 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER _ RALEIGH, NC 27612 DRAINAGE AREA = 8.7 AC I Nc ���e�se I DESIGN FREOUENCY = 50 YRS �`� NumberF0159 IN��1�1P1LE ]E P�,�N� -' oEs,cN o�scHaRCE = 2� cFs - - ° -- .. SUNGATE DESIGN GROUP, P,A. � NOT USE FOR .W ACOUISITION DESIGN h'W ELEVATION = 383.0 FT ♦ ♦ 905JONE5FRANKLNROA° ➢�f$IEI,III�IN g8I' Il�]LAN� l00 YEAR DISCHARGE = 28 CFS i \\IJ� ��EIG� �oRJ�cA��`I�A�'606 TE��sts�ass-2i4'a NCFlRM�ICErvSErvo.c-esa pp NOT USE FO CONSTRC�CTtON 100 YEAR h'W ELEVATION = 383.1 FT �-Y4- OVERTOPPING FREOUENCY= 500 + YRS ' � ' � SUNSET LAKE RD 44O I OVERTOPPING DISCHAR6E = 34 CFS I I I OVERTOPP/NG ELEVATION = 383.5 FT i � DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED - . . . _ .. _ _. . - _ _ . . _ . _ . i 430 � � � � � � � � I o + 430 ' �� _ _ - , I _ ^�_v/---��� � � 420 J � _ f � _ � 420 0 � Pl = 153+75.00 BEG/N SPEC.CUT V DITCH �RTI �� � � - _ , � EL = 402.42' Pl=155+00.00 � END SPEC.CUT V DITCN fRTI � T 41� _ � VC = 400' ELEV-399.50 / Pl=158+50.00 I 41O - K = 500 / � ELEV=400.60 � ' � Q i i i i i i � / � PROPOSED G,4ADE I cn � : : ` �+10.5005% �l0.3000% / - i Z 400 �� � � 400 --------- ------------------ , � � � (+J 0.3/43% I - . 20% I � - -�------------ ------- i - - W - (-J0.8267% --- --- �+)0.3/92%------ Z �U BEG/N LAT.BASE D/TCH (RTl .-_. �� J 390 � Pi=iae+32.o0 -�� _ 390 ELEV=37/.22 P1=150+00.00 � � � ELEV=375.44 � BEGW SPEC.CUT 'V' DiTCH (RTI v i � Pl=160+50.00 � _� Eh'ISTIN6 GROUND END SPEC.CUT BASE DITCH ILTJ � Q �LI _ ELEV=397.97 Z , - � Pl=158+10.00 I � BEG/N SPEC.CUT BASE DITCH (LTl $$Q J � � END LAT.BASE DlTCH �RTI ELEV=396.13 i 380 _ _ �v :�" / P1=154+00.00 Pl=154+0/.00 C� � �' _ _ _ ELEV=396.54 � � � � _ f+) 0.l484% _ _ _ _ _ _ ELEV=376.03 PI=155+50.00 � f+)2.5119% _-�- -------------- ELEV=395.30 _ -�� � SEE SNEET l7 FOR -L- PLAN VIEW � 148+00 149+00 150+00 151 +00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161 +00 - �_ - _- CULVERT HYDRAULIC DATA -_ � � � - � � 440 _ DESIGN DISCHARGE = 820 CFS _�_ I I 44� DESI�N FREQUENCY = 50 YRS DESIGN HW ELEVATION = 375.3 FT � � - i I i i BASE DISCHARGE - 910 CFS - 430 � � BASE FREOUENCY = l00 YRS I 430 � BASE HW ELEVATION - 375.5 FT - OVERTOPPING DISCNAR�E = 3/00 CFS 0 EXISTING GROUND OVERTOPPING FREOUENCY= 500 + YRS 0 42� � �� OVERTOPPlN6 ELEVATION = 399.0 Fr � 42� I� ~��,� �� I I I I Pl = 174+75.00 Q W - � , pi = 165+60.00 - � i - EL = 403.50' � W �` EL = 398.87' VC = 600' � 410 = i �� VC = 230' !� _ _ K= 57l 410 � I I I I �� \ K= 285 � I I P�'OPOSED GRADE I � \ � (+J0.5061% I� 400 . � � ' W 400 �-JO_7920% f-J0.3000� (+)0.5061% _ � -- '- - Z -------- � ------Q � ��- Cn J I END SPEC.CUT 'V' DITCH (RT) \ i� 390 Z Pl=163+00.00 � � � / � U ELEV=395.99 � ` � Z 390 Q � � -�- I- \ // 4.0066%__----` Z (+1_ _ C� � � I 2!?9'x8'RQBC � .-- � END LAT.BASE DITCH (LTl Q 38O 380 I I � __-- "- Pl=173f70.00 � � . � � _ - _ - ELEV =389.90 � � _ \ J � _... - � 370 � � � � _ - �-- � BEGIN LAT. BAS P �170 68.00 I 370 a � ELEV =377.80 u � Nw5 ELEV. ON 1-10.18 � = 369.8 i s.- . . . . . . , . , , . : .. m a ! ! 360 E 360 . I � � I I � � I , , i I i � ; � � � ; o? - SEE SHEET l7 FOR -1 - PLAN VIEW � N- m� 161 + 00 162 + 00 163 + 00 164 + 00 165 + 00 166 + 00 167 + 00 168 + 00 169 + 00 170 + 00 171 + 00 172 + 00 173 + 00 174 + 00 \N I�� - N v ., �v �rtVJ.11[fcrt[IVI.0 IVV. ������ � , 5 � R-2721 X-97 �� 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 4/0 _ I I I I I I I � W I I I I I I I I I I I I I I II 4!0 3 I N . _ . ._ . . .. _ . . .— . . _ . .. ..— .. . ._ .. _. . . . � . . . . . . . 400 i i _ � 0:050 0.050 6.590:1 E 400 FILL IN WETLAND _ _ , , _ � � (W A�) � 390 ----------__ -- _ _ 390 - - - - _ - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - 38 - - �— —�-- : : : 151+ 0.00 380 I I I 1 i i 380 0 IZ � 4/0 _ g I - � � � � i I 4/0 _ 3 . _ � _ _ � 400 _ I � 0.050 0.050 6.59�. � E 400 39 .72 I I _�` � - - FILL IN WETLAND � - - - 390 --_--__ � 390 - - - - - - - - - - - - - - - - - - -- �---- --- -_ �__--__,----- ____-_ : : $ . 4 380 , - � rJ �+ �. � � 380 , _ ,-_ _ _ . � SITE 24 IZ � � 4/0 _ g i i �-I 4/0 W I _ 3 . _ � `D 0.050 0.050 400 400 6.590:1 E i i � i i � i � - 39 .47 �I I I I� FILL IN WETLAND 390-------------------- - I-- : : (�V�1�) 390 � ---- � --- ---- 38 . 6- 3ao _ � � ------------- ---------------- 150+50.00 3so 4/0 I I �Z I �� 4/0 g � � � o w 400 '� � 0:050 0.050 6.590: i g 400 --- I I I �� � I \ - � 39 .22 � 390 ----�_--____ _ _I� _ 390 � ------ FILL I WETLAND � - N 1 — � — — — — ---___ _ �wA_r,� �l 3$0 _ - --- ---------- --------------�g -- 380 � I I 150 + .00 2 �� I I I I I I I I I -_ 370 E 370 __ _ � � - _ - �- - - - TN -L- LT N� ���° 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 � � PERMIT DRAWING SHEET 59 OF 119 � J'� rR"' rt`r`R`"" ,"" ""` N � R-2721 X-3 �� 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 4/0 _ I II 3 I�.. II I I I I I I I I I I I � I I II II 4!0 I � 0.050 0.050 � ---_____ 400 ?0:1 8:1 _ T �- �____- 400 39 .22 �.� I I i � � � _-�, �� I i � FILL IN WETLAND � ,-- _ _ � 390 (WAC) �-----�� i I I 390 38. 1------�__ ___----- ----��� i 152+00.00 --- -- 380 I _ I ! i i 380 � I_ 0 _ 4/0 - , i -. � � i � i I I � � � 4/0 W :- 0.050 3 � � 0.050 400 �0:1 8:1 I I I I I -______------ 400 39 .97 _ - ��I -._ � - - -" � FILL IN WETLAND � � � � � - 390 ------� 390 38 7--------__ _ ------- --'--- �. 151 + 0.00 —------ -- � � � � 380 -: , -� _ '_: . � � _ - 380 I � SITE 24 - 0 4/0 I I g - I 4/0 I � I w 0.050 0.050 _I - 400 �0:1 8:1 I I I --___ 400 39 J2 i � i i __- � _ _ - 390 � � FILL IN WETLAND � -_ �� . ���_ - _ - - 390 (W/A��7 - - --___ �_------'- �� u. � �8.4 ------- -- _ � 380 � 5 �+ �. � Q I � 380 i i I� � 4/0 i I Z I I Z �. Z 4/0 � g � g � _ — 0.050 W 0.050 w w 400 �0:1 s;, 3 � 3 I— � I 400 39 .47 i i _ I I � -- � � � _ - � 2� 390 � �� � 390 � FILL IN WETLA D ' __ -� IWAC') �� FILL IN WETLAND _ - ? (WAC) � EXCAVATION _ _ _ _ - -- - -- -- , �, � ------_ ------- (WAC) __�� - 38 6--- 3so �50+50.00 — -------- --- — ---- 3eo � 2 ; - _ __ - - _ _ _ ; _L _ RT � ' ' 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 PERMIT DRAWING SHEET 60 OF 119 � F F DENOTES FILL IN % i WETLAND * � � � DENOTES MECHANIZED � � '� CLEARING � � � � �, ' DENOTES IMPACTS IN �� /,�" SURFACE WATER 25FC1 DARREN D KIMBERL ANDR�U s s S 8g�l�'�3.. / Q� 25F0 8R �4'25.. �� e � JENNIFER WA `��8' ,�6 flp Us9 �} AN JENNIFER EVES � � E/p _ _ - - -, \ \ _. S � 8g , ,�- �pe\ '43.5�� - ��•�l/ � ` � -----��F \ � �Y ----�` -s, _, --,M_�-----50 , NC DEPT OF TROANSPORTATION r � F,,, o wo w p 2+ N r w `� Zr J Q = N Q J Z I t € x on �� 54 44 4�� / N � ,7,`+2�M� ' -�e H6 ' � ��,�^' �/ �..!�'. "� � o �// i ���/ CDP E $ING INC � � GRADE TO DRAIN �GTDJ � �/ GTD 1 —:_ _Gl�l -L- � � �� -L- ST Sta. 162+3320 — � � � c AWFIQ ABDEL-GHA � � _ �ND SULEIMAN ASAD 1CI FS I \ z — -..\— � � — — C � _ /� \ � c PS EC CUT V-DITCH _/� - SEE DETAIL �3A �-�^���'�"r�� SITE 25 �,, �,�i�'�l/ �'�4Tcry��NE SHEET 44 2GI \ l65 � 0� ��A�� 2GI-A F$ ?A RCP-III ZGI-A so� zs� o so� ,00� '� DENOTES TEMPORARY SCALE:-�'-=100' '�/� IMPACTS IN SURFACE WATER ----- - � � � �� � � � � s ss� � ' � i� ' "� �6.. ,� � i / 63z'� / 1 / I• � / 1 / �,1 �>' ` i �� � c� `'�22a ea 1 �,. _ � � � � � � � U � �� � p � F / 56 � � ` �� � � WILL PIERSON & KAYLEE JA U69WSKI� � I ���� � �0 ��?� 55 D � � � � \� � � � m � � � � �� � I � � � -. � �N' h\IY�\�\ ( � I I � . I I �5�� � I � � Il:i \� - ���� i STRE� SX � � I�� � � i \ � � "� ��' � � � i '�'s \ 1 v'� �m+ S' N �+ '.� II ��6, � I y A I � � � � J :3, / I B � aa. ,� A ��� T i $ � � � JD WAE �� �� ,,� a � � � ��e>,,,,. \ � I �� � �� I .. - � � SITE 26 iSEE DETAIL 52A TOE PROTECTION _ � SEE DETqIL 38A CL 8 RIPRAP —�.. � * * * � Sta.166+45.42 L F F /f� — F / F _ J.`C�/_ i a�i-n 2GI 0 I�" w �S 2 GLBOWS , F F F � F F F F ' N 3k' �_ 2GI I 36" W/_ ' ��2 FLBOWS F F T� T F �34>J —� � F T � C- SC Sta. 12+I6.00 F F F F F d �� -� — — -�� � ; . * � � * * _ w�o EFJD NCE� _ _w� - - � - � * * +oa.n -�- __ �- -YSRPC- ST StO. IOfQ�J.00 � SEEE DE AILJ52A �60\33' RT Y7I.00' RT � ` � � � __ a �-----�--e,.-� �/- �1 �- � 52 TAWFIO ABDEL-GHANI AND SULEIMAN ASAD F 57 SYLVIA SAMS PAVEMENT REMOVAL 0 FAVED SNOULDER �� � �DAYLIGHT DITCH "'� ; LAT 2' BASE DITCH wiCL B RIPRAP _ � SITE 27 SEE DETAIL l0A � F � � — __ . , m � / -L- SC Sfo. I70+45.42 — � � � _ — — — — � �� � \ �i 2GI F � � � — � 5� SITE 28 � � \C DEPT OF TR y � �. �N\ , ,w�e� _ _ �WLB /rc�\ � ���. � CL I RIPRAP —' C� � ���� � � ETU \ ��� � � TAWFIQ ABDEL-GHANI� �, E � �,1 \ AND SULEIMAN ASAD �_ -�/, TS � � � �) � „ � ;, , � , � � o � ' �' „ i�I N. / N N \� Y �t� mv \ � I � P S 88z� � i _ � _ �F '6g5.99. � m i � ` , �,, � � � � � i i s� , I �� � � \ �d� � ,i' 1�- � � � O i- � wo = O N + W ^ Z '— �J _ � V N � � � � PERMIT DRAWING SHEET 61 OF 119 So� 25- o So� ,00- L O C H N E R PROJECTRRE272N,CE NO. ' ' � DENOTES TEMPORARY SCALE: �"=100� H. W. LOCHNER, INC. IVW SHEEf NO. �"F F DENOTES FILL IN � RALEIGLAZAPLA7612UITE202 j�/ i WETLAND IMPACTS IN _SURFACE WATER ____ ROAOWAY oES��N ENGINEER NG Licanse � � Number F-0159 �� DENOTES MECHANIZED � S �' m ` .. SUNGATE DESIGN GROUP, P,A. +� �� � � � CLEARING � � s6'�'s--F i �� ���I��� �E��.NaRr";�ARo��az,so� ➢➢I$IEb,III�IN g8I' I . re��sisiess-n<3 NCFiRMucenseno.cesu -32'� � 1 DO NOT USE FO CON � �� DENOTES IMPACTS IN � '. �r ,� � SURFACE WATER �,,�5�>�" ` i �� � �i c� 22a ea 1 �,. ��� � _ 2sFo I - q - - - - I DARREN D � � �p � F � I DOCUMENT NOT GONSI , KIMBERL ANDR� GG � �/ u G�'r � I UNLESS ALL SIGNATURE: � _ JV � � i� � � ���- � pE �Np I B� � s g�, 4 ;- �E WILL PIERSON & KAYLEE JA U69WSKI � � SE�O �`�"� � PAVEMENT REMOVAL �'3"' e 25, e sa pn � � � � rJ'7 i; - 0 Fi�VED SNOULDER e r �� JENNIFER WA ��8' � N ,2�^"� m � F - - � 1 � \ � w�6 � fip Usy �,� AN JENNIFER EVES , �6 � � �_- I . _ , �.i ' ` , `� �/ �a`, �� % � t / !' / ; /� 1 � �, I I I � � --� `� . �. � \// - - e ' . -- / '%/� ��/ �'e�y6� _- `-\ � L I� �� __= .�/ _ l� . I 1 �% �� / � �i ��� ! f SiL�I �SI I IJ � I I � -�� � ��I � �\r�� / , �' � � - ,.�. /r'7 V � .� .4 � r � , � / � . , . , � � - � . 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DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED — XISTING GROUND � — _ O 430 � ���_���---_'_�--_.—� � 430 _ — / �' Q 420 � %— � � I r� 420 � � OO Pl = 174+75.00 I — � EL = 403.50' i / � W VC = 600' I � I / U 410 _ � K = s�i '� � = 410 e _ Q _ � � � �� ( 105448% ` — -_— — —� — , — : � : i i (+)0.5061% � �� , '� ^ ^��—� �C 4�0 �� � (—J0.5448% I� 4�� � I � � 39O Z I I I : PROPOSED GRADE : � _(+10.3200%— — � 39O BEGlN SPEC.CUT 'V' DITCH �RTJ � Pl=185+00.00 Q � ELEV=392.20 �I � 38O J — END SPEGCUT 'V' DITCH (RTJ 38O � I I I I I I I � P/ STA 186+00 —L— RT � ELEV =392.52 Q � SEE SHEET lS �OR —L— PLAN VYEWI 174 + 00 175 + 00 176 + 00 177 + 00 178 + 00 179 + 00 180 + 00 181 + 00 182 + 00 183 + 00 184 + 00 185 + 00 186 + 00 187 + 00 � — � � � , � , - - - 440 __� I I I I I I � � 440 ' I � -YS- I HOLLY SPRINGS RD O._ _ i i I i — I i 430 + I I _ 430 � ` � � � o �— --- Q ��/ ��� I _; : _ _� 420 � __ _ � � \ i _� 420 w _ _ ! I I � � 410 Z I � \ I � 410 � — �,� �,� _ � I � �� I � 400 . � � � � _ I , I , _ � 400 W I � Z � f,—J0.5448% 390 � ' ----:��_�23000� � z 390 c� � \ =---=----_ � ---- _ r+�os2ooi--- �_ � � � —� � -- - - - � I � � I I BEG/N SPEC.CIJT 'V' DITCH fLTI \ \ PI=194+00.00 � / � �/ \ � i 380 _ ELEV-391.30 �END SPEC.CUT 'V'DITCN (LTl � \ ELEV=386.70 \ � q 380 ~ � / � P1=196+50.00 � � � rn , / ELEV=387.50 r � a 370 �� _ 370 v � s ! i I Pl STA 199+60 —L— LT � 360 . � � ELEV=347.50 --_ 360 3 E I I I I I I I � I Pl STA 198+1/ —L— LT ELEV=349+80 � ; � � � !—JL5436% a � o? - SEE SHEET l9 F R—L— PLAN VIEW � m� 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 1�g�00---- 200+00 \N I�� — N v ., �v �rtVJ.11[fcrt[IVI.0 IVV. ������ 7 � R-2721 X-11 �� 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 440 I I I I I I I I I I I I� I I I I_ p I� II 440 Z _ _ 430 , 3 � � 3 430 � 4�6-- --____ I I I FILL IN WETLAND 420 4/0 _ � — — 3•� --------��_� ______---- ---------------'--�1 -- 4/0 _ 0.013 4: � 6�� 3: ) 6.� 0.050 0.050 0.033 400 16.27:1 — 401.23 8:1 6.5 400 I — 39 .77 _ I I_ � ��o _ I � o_ I 181 -� 0.00 ��o SITE 30 g Z 430 _ � I — g — � 430 —��� � _ _ 3 _ 4�--___ I I �_ — 420 �---------- � � � FILL IN WETLAND �� I I I II -- _�--_ � 4/0 �_ 3 �4.1 ` � — — -_ � 4/0 � I I I --- 0.03 ------��__-------- -----4 .11 — 4.04:I 6:1 6:7 .� 0.050 0.050 . 400 ' 401.28 . . 8:7 6.5 400 — I. LJ. 1 L : 39 .04 ��o _ Z � � _ _ � 180 + 50.00 ��o � _ g �� W 430 3 430 i , — I — — — — — 420 � � � , — 420 � � I I _ i ,_ --_�___ I i i i FILL IN WETLAND I� � I� I�I — — — — — — — 4/0 _ I ------ � I 4/0 � � i 3.Ig:7 � � — — — — — �- 0.046 ------� , _ 4.p3.� 6:1 0.050 — — 0.050 — — — R.92� — 4 . � 400 407.46 g:l 6.5 400 c_ ; I i i I_ i � i i i , � 8� �- 0�.�� � 390 _ - . - _ _, _ - - - __ - , 390 � � -L- LT 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 � PERMIT DRAWING SHEET 72 OF 119 � J'� rR"' rt`r`R`"" ,"" ""` N � R-2721 X-4 �� 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 430 — i i i i i i i i � i_ 430 _ Z _ _ — - � _ H 420 I � 420 _ �_ — — �� �� _ _ i 4/0 I I 4!0 � FILL IN WETLAND _ I I (WAF) ____--- 400 �1 40. Q—b:s9�— _ 0.050 0.050 _,_—.------�— 400 ----_ 4:) ------ 39.86 �—� -------------- I I 179+00.00 ---- --- 390 390 I � � I � i I i i I i i i I I i 430 ,� — — 430 Z � Z _ 420 3 I g 420 W 3 4/0 _ — _ . - 4/0 I FILL IN WETLAND I I I (WAF) - —�: i _ ,�r _ 0.050 0.050 400 '1 40. 1—(r.5g3:1 -------,—.---� 400 — � 4:1 I _ _ _ — � — — — — — 39 .13 ----�_ -- -- -- � � � -- — _ � � ��0 178+50.00 I . —_-- ---v-- : : I ��o - - Z o SITE 30 420 _ g g 420 — 3 3 _ 4/0 4/0 — i i i - 0.056 � -�� — o.oso .oso FILL IN WETLAND - : : a.�4s:� � I � i � I � � (W AF J � � 400 '1 4. 5 6393�— 4:� 400 39 .40 `� __ __— 5.27:1 V�/ TLA�ID : ------- _ --------- ��__ 394.3 �+�1--� _ --�---- 390 178 + oo.00 I IMPACTS IN � I � � — — — 390 I SURFACE WATER �� �— � � l �Z) 420 _ Z Z 420 _� _ � � g _ _ _� 4/0 _ 3 3 i 4/0 � 0.056 — 40 . 3— 0.050 0.050 � 400 �� b�- FILL IN WETLAND � ' a' _ s.s 400 FJ 6j�� � 39 .67 ---'—�� 5:1 a� � . _ _ � — — — — — — — — — � � 394.94 � FILL IN ---- -- — ^� 390 — _ �—__ WETLAND _----------- 390 � 177 + 50.00 �(�� fMPACTS IN a 380 -, _ - _ _ SURFACE WATER � - � � - I I - I _ , -_ _ _ � , � 380 T (SZ) � -N -L - RT N� ���° 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 � � PERMIT DRAWING SHEET 73 OF 119 Q ? �Q PROJ.�REFE2R721ENO. XH694 N �TTI �s 150 140 730 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 430 420 4/0 40Q 390 / . II I I I __ __--- - __ - _ __-_- �57�.06 370 , i i � IMPACTS IN SURFACE WATER __370 � (SAB) ______-- �— � ----- i_ : —:—�\ /----- : 360 _ 4 7 + O O . � 0 \ � � , _ ! —: , I 360 _ i_ �30 _ �30 � I - - _I � _ 420 _ i 420 i- 0.020 0.020 — _ SITE 33 I 4/0 ; ; � , ; _— : _. , —_ , — . _ 4/Q ., __ � ' � I I I o ��� : I z I o I I I 400 g Z _ Q — �— 400 '�, W g z �� �� � _ 390 I 3 3 w _ �� 390 I 3 i � ,- FILL IN WETLAND I � � 3 (WqK} i�— IMPACTS IN SURFACE WATER 3eo _ FILL IN (SAA) -----_ WETLAND _ — �— — — — — — — — — _ ,-_ _ (W AK ) / � 374e62 — � \ � � 370 � ---�,_-- �/ \\ 370 a, I _ �- — — — — — — � � — — — — — — — — — — — — — — — — 360 I I I � � 360 � 48 + 50.00 — � — � a 35Q __ _ _ I-- �� II i _ _ � _ - r - I 350 � � i - T, -YS- N� ���° 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 � 430 420 4/0 400 390 ,s PERMIT DRAWING SHEET 74 OF 119 rR"' rt`r`R""" ,"" "" 'rriTrl R-2721 X-1 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 420 I I I I I I I I I I I I I � I I I I I I I I I I I 420 i -� i-i i � i-i I I �0.012 0.012 4/0 �- _ i i I I I I I I 4/0 400 390 380 370 360 350 420 4lQ 400 390 380 370 360 350 -L- LT 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 � PERMIT DRAWING SHEET 75 OF 119 �� lodul� rR"' R`r27z,` ,"" X'-; 2'e�' N ,s 400 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 400 390 I I 0.047 0.047 ._ a:I 0.020 0.020 390 I 4:1 8:1 E ,, , _ _ 387.57 — — i 38 .29 i i i 380 — — — .19 0 I 1'� _ _ _-------- 11.60:1 ---------� 370 _ I �� —� i � i I I I 370 � i _ — 360 I —.. 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N R-2727 74 ii .30�� RCP SfO. l49'1'E I-L- H. W. LOCHNER, INC. ROA�WAY DESIGN HYDRAULIGS DESIGN DISCHARGE _ 1049 CFS 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER 42O � ORAINAGE AREA = 8.7 AC �`LEIGH, Nc z�biz -- ' -"- ' DESlGN FREOUENCY = 50 YRS NG License DESIGN FREOUENCY = 50 YRS Number F-0159 DESIGN HW ELEVATION = 397.6 FT -- IN��1�1P1LE ]E P�,�N� - � - BASE DISCHAR�E = f287 CFS t�ESIGN DISCHARGE = 27 CFS �� SUNGATE DESIGN GROUP, P,A. DO NOT USE FOR �/ W ACOUISITION DESIGN HW ELEVATION = 383.0 FT � � soS,o�ESFRANK�NROAo BASE FREQUENCY = lDO YRS ��u� ��E�� �aRr��ARo��a=,so� ➢�f$IEI,III�IN g8I' Il�]LAN� 41O O - BASE HW ELEVATION = 348A FT !00 YEAR DISCHARGE = 28 CFS *E"s,s,P592243 ��F�RM���E�sE��.�as� oo NOT osE Fo CONSTROCftON � OVERTOPPING DISCHARGE = 3850 CFS l00 YEAR HW ELEVATION = 383J FT � OVERTOPPING FREQUENCY= 500 + YRS OVERTOPPING FREQUENCY= 500 + YRS � OVERTOPPlNG DISCHARGE = 34 CFS OVERTOPPING ELEVATION = 369.0 FT 400 `v _ _ Q I I I I I - . OVERTOPPING ELEVATION = 393.5 FT DOCUMENT NOT CONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED � . . . . . . . il . . . . O 39Q i� P�roPosEo cRACE _ _-_ �. � 390 -,� � (-J0.5448% N W 380 � � � � I � � \ I BEGIN LAT.BASE D/TCH fLTI U? 38O P1=2/0+00.00 / I� � � I ELEV=366.45 � / � 37� . J _� BEG/N LAT.BASE DITCH �LTI /�,:��'� Z 370 � \ BEG/N LAT.BASE D/TGH (RT) Pl-2/1+70.00 ,�, g5/. U � Pl=209+73.00 ELEV=363.63 _��+� 5.53 v� Q_ _ ELEV=350.70 !-1 g3 / � � ' BEG/N LAT.BASE DITCH (RTJ ' I ' r � -627i / � � P1=204+38.00 _- i � � - � �� / END LAT.BASE DITCH (LT) Z 36� - - � - ELEV=345.00 ,---'"�� � ��\ P1=2I3+00.00 � 36� � 47(% -�"� � I � � ELEV=373.83 - � - i - (+� 4-5 �" � , � J 6b 34%, � �' � � END LAT.BASE DITCN (LT) �+� ' J 35� � � II --�v %' � P1=208+52.00 - END LAT.BASE D/TGH (LTJ � 35O I I � �- - - ` ELEV=364.10 Pl=2l1+02.00 � � � 3 �-.'9'�x8' RCBt � ^-� _` '"i END LAT.BASE TCN �RTI EXISTING GROUND _ ELEV=362,00 �� ------`�-f=10.4762% __ 6, P1=205t59.00 I 34� l �28%p. ELEV=337.40 I ,, END LAT.BASE DITCH (R I 34O Pl STA 20/+90 -L- LT � P1=2I0+50.0 ELEV=344.00 Pl STA 204+00 -L- LT BEG/N LAT.BASE D!T fLTI ELEV=355.8 _ ELEV=343.00 P1=204+32.00 ELEV=345.00 SEE SHEET 20 FOR -L- PLAN VIEW I 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 _ _ _ � � � � � � , - - _ _ 420 _ I I I I I I I I I _ 420 -L- _ - - - 0 _ 410 o I I _ 410 0 + � - EXISTING vROUND 400 Q _ i I � 400 � _ I _--__� /__-__� � _ N I\ --�_�---_`- �` � - cv � - - _ + 390 W �- � - -� Pi 226 60.00 390 � / / � � ` / - EL = 375.25' Q = i ! ~ � VC = 250^ � � � � � K _ 296 � 38� . � / (-J0.5448% \ � � � 38� � i � � -� I, �(-J0.5448% � Lv 7`- 0.5050'. 370 � I i i I ar�QPosE� cRaoE. �� -� 370 -� BEG/N SPEC.CUT BASE DITCH (LTl ` U I �� I � � I PI=225+50.00 � ECEV=371.2/ z � , 360 � _ i z 360 �J � � rn � a 350 � � 350 � � � a E 340 � I I � I I I i 340 I I � � � ; o? - SEE �HEET 2l FOR -L- PLAN VItW I N- m� 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 \N I�� - � PERMIT DRAWING SHEET 86 OF 119 � J'� rR"' rt`r`R`"" ,"" """ '" N � R-2721 X-431 �� 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 Q _� � � � �—� SITE 40 _ � Q �, SITE 39 g — _ Q o Z 39Q �. 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W. LOCHNER, INC. ROA�WAY DESIGN HYDRAULIGS 440 __ _ I I 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER ,.. —...— ., . I � i i RALEIGH, NC 27612 L NC �i�e�se � � Number F 0159 IN�•����.�' � i��.�l�y� — - -� - - - --- �SUNGATE DESIGN GROUP, P,A. � NOT USE FOR .W ACOUISITION 430 C � � soS,o�ESFRA�K��ROAo u��a�a,a�IN aaly ��.aaN� ������ � ��issiassnaa����"�nso�NCFRmucervservo.ceso I�+ -YV" - I � � � � DO NOT USE FO CONSTRC�CTtON PIERCE OLIVE RD I I _ . i � 42O . I . I — . — � � � � � � UNLESS ALL SIGNATURES COMPLETED — EX(STING GROUND _ I � I _ _ 410 � � � I I �, 0 410 I � _ — �_--='-`--� _ + , � --__ - � 400 0l , �.��^ �—� � � — _ 400 —. — . — _ —_ , � ' � Q � //� � � — � N I ; � —_ 39Q . q Pl = 226+60.00 / I \ �l I� EL = 375.25' j/ i � 39Q � VC = 250' / , I �I K = 296 � i ' �� END SPEC.CUT BASE DITCH (LTl' i ' _ � / P1=230+50.00 � 380 / ELEV=37/.l3 _ 38� � / (+)0.3000% � f-10.74/5% I � _ (-)0.544B% (+J0.3000% -- � 370 cn - f �- �---- y / (+J 0.3100%--------------- I - - - - - - - - - (-J0.8400%_ - - f-J0J4l5% � ---- � 370 (-J 0.5050% \� ----------------- pl = 230+50.00 � ' - , i � � � i J Z ,.. � � — EC = 376.42' — i �i � PROPOSED GRADE 360 -L I P1=227+50.00 KC= 480� I END SPEC.CUT 'V' DITCH �RTI I� 360 C� I � ELEV=370.20 � � P1=234+50.00 - Q Q ELEV=37070 � BEG/N SPEC.CUT 'V' D/TCH �RTI � I PI=232+00.00 ELEV=372B0 SEE SHEET 20 FOR -L- PLAN VIEWI 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 o � � � , � , _ — , � . I i _ _ _ , 400 400 _ � �i li � —L- �, o _ � � _ I �- Q _ - N 390 � � � — ` — ._ _ _c�v' 390 _�� � � — — � \ � � EXIST/NB: 6ROUN0 ; 380 . � _ � I � l � � \ � � � Pl = 247+25.00 � � � � / � � 380 �� EL = 364.00' � , A � � KC _ � ��� � � � � �� - / � � � PRJFOSED GRADE / 370 �— . (—�0.74l5% � I T 370 W � / `-� z J � (-l0.7415% (+11.8447% � �I 36� . U _ — � PkOP05ED 6667%/ _ _ � 360 � � l4`xl0' RCB� �+) �s � Z Q � FOR GFtEt NWAY i � �. _ CROSSING � ! — � 350 \ BEGIN LAT. BAP� 247+OO.OT � (+16���� /� � 350 �l E! = 340.0 - � - \ 40���' / END LAT. BASE DITCN(RTJ - � I �k�� � PI =249+50.00 Pl =249+80.00 340 \ � ,� � � ^ — � El = 356.60 EI = 358.60 340 --� ., T � CULVERT HYDRAULIC DATA ~ I PI =248+00.00 I 33O a 33Q _ ,_I II � EI = 346.40' � - � DESIGN 0/SCHARGE _ 1379 CFS @ DESIGN FREOUENCY = 50 YR N s – DESIGN HW ELEVATION = 3429 FT —3@s,•x7o• ec c — Q BASE DISCHARGE = O34 CFS W'�� �s �" 32O � � BASE FREQUENCY = l00 YR . . . 32O 3, — BASE MN ECEVATION �= 344A � FT � � � I - � i E I I I I I OVER70PP/NG DISCHARGE = 4950 CFS OVERTOPPING FREQUENCY= 500+ YR a OVERrOPP/NG ELEVATION = 365.7 FT i ' o? - SEE SHEET 2l FCIR -L- PLAN VIEW � m� 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 \N I�� - � PERMIT DRAWING SHEET 90 OF 119 �� lod�� rR"' R`r27z,` ,"" X'-q'3z�' N ,s 400 �0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 29� 400 390 — I I I� I I �I ; �� I I —� ; ��, I I--I � !�, I, � � I 390 I � 380 ----------------- 380 3�1 13_591� _ — _ _ _ OA30 0.030 � � � 3 �b� --- 6:1 p:1 �� �� — _ � � 374.98 370 _I i 370 228+50.00 �eo _ - �eo I _ 390 � 390 i i i : : : 380 I --------380 96:1 49.106:1 0.030 0.030 � �- — — — — — — — — — — — — — — — — — — — — — — — —�-i--�� : � : � — — — — — — : : : � 370 . _ — 373.75 � � � —� 370 22 8+ 0�.00 � � � � I � � � � �eo _ — — �eo 390 � — — — ._ 390 _ �— — . 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PATSY SMITH MORGAN, TRUSTEE � SMITH FAMI�Y CHARITABLE TRUST �\ � � — � PATSY SMITH MORGAN, TRUSTEE �� — — } \ SMITH FAMILY CHARITABLE TRUST � — \ z 1 , � - _\ \ \ � � � � �1 ` \� a �� 215 \ `\� \� / � R. MARKHAM & \ � \�1 RUTH 6. STEWART / ` 1 1\ 1�"� \` A MELISSA S. & �1 ANTHONY K. 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STEWART ; vi A } N � � 1 Z DENOTES IMPACTS IN �g SURFACE WATER Z � � < ll / �, � -a �� / � � PERMIT DRAWING SHEET 94 OF 119 50' 25' 0 50' 100' SCALE: 1" =100' r���rvrrK I ` � \ � � NC Licanse � 1'`� Number F-0159 � ���\ NAD 83�� _�� SUNGATE DESIGN GROUP, P,A. \ soS,o�ESF��K���ROAo PATSY SMITH MORGAN, TRUSTEE •�\t�'' �issies°zz<acARo��rvaz,so�NCF�RM��cErvsErvo.c-esa ����-II�IN g8I' Il�]LAN� c DO NOT USE FO CONSTRC�CTtON SMITH FAMI�Y CHARITABLE TRUST ��\ � O— PATSY SMITH MORGAN, TRUSTEE � -- } DOCUMENT NOT GONSIDERED FINAL SMITH FAMILY CHARITABLE TRUST � — \ UNLESS ALL SIGNATURES COMPLETED � — 0 �, z 1 �\ �� - � PAVEMENT REMOVAL � � I / 0 F;�VED SNOULDER � _: � i I �, � , - -_ — �_ � � ` '�� 1 l ! � ll �/ `, A�, a� , '���� ��I � \� � _ 215 � I �a � 1\\ 1 `�,. � % � _ R. 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BASE FREQUENCY = l00 rRs SUNSET LAKE RD ♦ ♦ 905JONE5FRANKLNROA° ➢�f$IEI,III�IN g8I' Il�]LAN� - BASE HW ELEVATION = 351.1 FT — - i °�u� ��t�sGsr s°=�<",`"��`""�'s����FRM���E�sE�o.�aso . . DO NOT USE FO CONSTRC�CTtON OVERTOPP/NG DISCHARGE = 4000 CFS I -' OVERTOPPING FREOUENCY= 500 + YRS ' ' - ' ' i ' 39D OVERTOPPING ELEVATION = 3545 FT — , I Pl = 24+85.00 ooeumeNT Nor eoNs�oeeeo FiNa� I EL =.39.S.B8� UNLESS ALL SIGNATURES COMPLETED / BEGIN GRADE VC = 1.000' -Y3- STA.ID+OOvOr . - — _ _ _ K = 355 �+)5•5`�p9� � 380 EL, 3��.0� , � , � � 380 _ �i Pl = 11+30.00 � � � --� Q � � EL = 356.&2' - �� � � � � — � � � VC = 260' i i�---� �� 370 �= 3omPn P�roPosco r,�AOE i —. � � � � 370 ENl7 8R/DGE � I y 5 STA.I6+02,37 Pl = 16+30.00 �- �/ i W EL = 348.50' �1 L EXISTING CULVERTS - 3U.� .. - .. . . . _. _ . ., .. . TO BE REMOVED VC_ 700� � I .. �. . .36� � 11 BEGIN Bh'IDGE K- 97 �� - .���8� Y3 �TA.15t12.37 � 1 ' V� � � l J1.6646% � : — — — — _ : � 350 � 350 � � 6646% �+)5.5409'. � I f � Z EXISTING 6Ft0UND I � � +) 0.8475% J, : � Z 340 � - � � � - WS ELEV.ON - � i I I I .. � 340 3-7-18=343.1' .. .4(=�12'�8' RCBC BE�/N LAT 2' BASE DITCH (RT) Q Pl STA 15+84 I � 33� ELEV=344.00 330 I I I I I I I I END LAT 2' BASE D/ H(RTJ � I PI ST 16+43 ELEV= 44.50 _ SEE SHEETS Pl & 42 FOR -Y3- PLAN VIEW � 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 � � � � � � , _ — _ _ _ I I I I � -Y3- _ Q_ SUNSET LAKE RD � 44O Pl = 34+25.00 <0 440 EL = 42/7P �'`� VC = l50' Q I _ : I K= 2!2 � � 430 Pl = 32t00.00 PROPOSED C'RADt 430 VC = 50' 8 I � � � � -L- K = 1733 __ � 420 COMPLETE 540 ~ I � I i I _ � I- (+12.8145% (+)3.5226% � 420 END BRIDGE _ �' - I I r Y3 STA.29+02�6 �(+)2.8145% (n _ +)27279Ir 410 � � I � — ` — � � � 410 'I' Pl = 24+85.00 � EL = 395.88' ' / � � J N VC = 1.000' BEGIN BRIDGE I I � _ 400 � K= 355 y3 STA.2�+47.84 //�-� EXISTING GROUND � 400 � � � Q � �+12.7279% � �/ � � � � / _ � I i 390 � �� i i I 390 i� T � � � � � / a 380 � �'— .� � I 380 � � ' � N / i v I � i �l Is � — . _ — . . — . . . . . . . a � 3, 370 . = I � I � i i � . —_ 370 E � I I I j I L � ` Q , � o? - � SEt SHcETS I'I � 43 FOR -Y3- PLAN VIEW � N- m� 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 \N I�� - NI PERMIT DRAWING SHEET 98 OF 119 �� 150 140 730 120 110 100 90 80 70 360 350 / _ - -----�/ --�_ — — — — — — — — — — — — — — — - 16 + 00.00 340 _. _ - , i ,. � SITE 44 I � 360 I . �I I � { � 0.006 � � �� ry�1 350 IMPACTS IN SURFACE WATER —►{ /� ------------ i�0) _--- �/ � � / I II � I R-2721 I X-E 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 340 360 350 -------�.�------- 3�0 — . , ,_ , , —. _ . o _ z - � - 360 _ 3 SITE 42 FILL IN WETLAND _ w ^) _ o.oso � 350 3.� i � — — — — — — — — — — — — — — — — — — — — — — — — — — — --- � 370 - -, _ �i�: ; , 0 � : ; , - , _ g i li 360 _ I 3 I I I FILL IN WETLAND � — — o-oao ( �.5� 3:� r _ - 350 — — — — — — — — — — — — — — — — — — — � — � 3�10 � 360 -o � a ` 350 � — — ; � 340 0 —. , � � i �-� �—� � Z - � � � � ��� 3 , FILL IN WETLAND —►{ 3;� o.oao (WS) ---- ---- � 15 + 50.00 I � I 15 + 00.00 14 + 50.00 14 + 00 00 ��----�_ �-- 360 350 _ —, , _ i - 340 � � IMPACT�I�1 SURFACE WATER ' � �� -i�C�-------_ \ � �-- �-- � --- I I I � — , -I � W � 3 360 �—i — 350 340 360 350 _ -:_ �� g ' � — - - --- W 360 � 3 fW SJ _ I FILL IN WETLAND I 0.030 ?.� � SITE 43 � 350 _ 370 _ I Z - I i � I I g I I 3so 3 SITE 43 o.oao \ } �� � FILL I �aNETLAND ' 350 JJ � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . . . i i�-1 .i—� I� I. .�� .i-1 i i I. .— . .3�� ----------------�� i � i ! 13 + 50.00 � -Y3 - 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 o.oao — FILL � __—�� �� --- 20 30 40 50 60 70 80 90 100 110 120 130 140 150 350 340 ; PERMIT DRAWING SHEET 100 OF 119 L O C H N E R PROJECTRRE272N,CE NO SHEE4T6N0. 50' 25' 0 50' 700' j � � H. 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ROA�WAY DESIGN HYDRAULIGS �' A�O 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER �r _ I RALEIGH, NC 27612 -- _-...-. , DESIGN FRE011ENCY 50 YRS I Nc ���e�se = Number F 0159 IN�•����.�' � i��.�l�y� � — oESicN i-iw ECEvarioN = ss�.o Fr - • —�— ,. SUNGATE DESIGN GROUP, P,A. DO NOT USE FOR / W ACOUISITION 420 . BASE DISCHA�iGE _ 1030 CFS ♦ � 905JONE5FRANKLNROA° - BASE FREOUENC� --_� lOf3 . -YRS� —Y�— i _� o�u' � ���sGs� s°z�<"3�ARo��a�,so���F�RM���E�sE�o.�aso ➢➢f$IEb,III�IN g8I' ]f�]LAN� _ , . . DO NOT USE FO CONSTRC�CTtON BAS� HW ELEVATION = 357.4 FT HOLLY SPRINGS RD OVERTOPPING DISCHARG'E = I900 CFS - - - i i OVE14rOPPlNG FREOUEN�Y= 500 f YRS � 4� O .. . OVER�TOPPING- ELEUAT-LON = 3E2.4. . FT . . . . . .. i i DOCUMENT NOT CONSIDERED FINAL � � I I UNLESS ALL SIGNATURES COMPLETED — — - -YSD- & -YSI- LOCKLEY RD � BEGIN GRADE + 400 , _ �-YS-- sra.il�78.16 � n� 400 EL. 388.92 Pl = 23+30.00 � �ti � � / EL = 388.64' ° — — — _ �� .� i I KC 8490 � � 39� 390 — . i j� � I ~ � � g18� � I � � PROPOSED GRADE �+)6� 380 _ ` _ I r � v� . 380 �� /�i j � � � Pl = 17+70.00 �� I ' � � EL = 352.85' � � � 370 � � � _ vc = 6is� � � � � 370 � �� K=49 / W �. ` V = 35mph � � I � i 360 , ` � — _ _ _ _ — — ' — �, I � 360 ExisriN� �RouN� — — -- — � � . _ . . , �. , . _ . — 2:u',9'x8'. kC6C . �., . . � . . . _ � _ . I . � . . ��32/.� J6�962i �+16-3918 � � 350 I I I I I I I I 1 I I �k�7, I 350 �I E% 2Q60" CMP �/ / . . . . . . . . . . . .. TO BE REMOVED. . . .. . . . . .. — . . .. . . . P/ STA /6+26 -YS- RT � ws oN m-iais Pl STA 17+00 -Y5- RT = 47 =aso.e ELEV=35323 �EE SHEET 46 FO�, -Y5- PLAN VIEW I 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 � � _ I � I � � � Pl = 35f65.00 � 430 _ I i _ _ EL = 425.12' � _Y�_ —. � -YSE- KC= 9530 � 43� HOLLY SPRINGS RD CATHERINE PL — — — _ _ I _ �+15.0276% Q ti 420 ' — — �n � -YSC- � � — � � � � 42 � _ � OLD CENTER ST i ' � � � � � � ���— � 410 0 > � o\ � � �i! �u 410 � _ I I I _ N - + ; � � � ¢ M E� = 2 9�94�� _-� ( ' ' � i � � Q P/ 23 30.00 �v � I � w K= l06 � � I �I 400 400 I� EL = 388.64' � VC = 490' PROPOSED rRADE � W i � W ���' � I J � K = 84 � � W - � ,I = W 0276T � � t XiST�Nr> GROUND U 3g18� . �+10.5735% ": � �+)5• � 390 � �+�y — — _ _ — — — _ — — -- — — — — 12gf�i1800°. �tJ0.5735% _ � , Q 390 � � � f-10.3000% +l � i i � ----- " I I — 380 Z _ ,� �, I i _ 380 I� . . . M� N y� M�I J Ul —.. I. .� .�. I J� �'Y � lCl I � . � � � � I . . . . W �,� �M, � � 370 = o W o W� W i � � 370 c� + �w+ � . . Q . . 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I � / � 6+�J �. � �. \� i � i I _ . 380 ISITE 45I � � � , _ 370 � — I— � I! � ; � �_ — , � , i I I 370 IMPACTS IN I SURFACE WATER o.020 0.020 (SX� — — — — — IMPACTS IN g;� j — _.-_— — 36LG6 _ � � \_ 3:� _ SURFAC� �X)WATER� �----- -- �� : �\ : — — 350 �`Ji —� /---^� —_ �------------ -------� 350 — — — 16 + 00.00 � _ _ _ : : : : � 3�0 _ � —I I I -- 3�0 I I - _, —: — . i � 370 _ �.��� v.u�u I 370 I_ 3.1 �—_-----363.70 --� 3.�_ / � �� 360 i � !�— � . � — -- _ _ _ 360 — — — — — — — — — — — — — _ — — — — — — — / � — — — — — — — — — — — — — — — — - 350 I I � J� �' �J�.�� � � _ ! ! 350 380 _. I 380 . �. _ I . . . . . . . . . v.vcv: . . . . . . . . . . V.VLU . . . . . . . . . I I 370 3:1 _�-------------- — 370 �-- 35E.48 �—�` 3:1 — — — — — — — _— � ---� -- — � — � _ �_i �\ � � I � 360 � _ . ; ; ��._ � ; I _ `----� ---- 360 .� L� : LJ �, : : 350 _ � J� + OO.�� �� �. — — 350 � � � � , 380 i 380 V.VLV V.VLV �'- -.. 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I ' _ 1 i i i ���� I �� i 370 3 � 0.020 0.02o I � I I 3'� 4:1 : : 360 -----� ----�� �� 360.92 �------------- ----------��—i�— 360 350 0 p Z z _ g 3To g � W 3 I 3 I ' 360 � — — — — — — — — — — — — — — — — — � 350 � � � Z Z 370 g g H 3 -�— - 3 360 350 � _ _� � 370 � � I� w 360 3 FILL IN WE' � �War"�) 350 � 19 + 00.00 � � 370 Z� � H � 3 SITE 46 � 360 I I FILL IN W a (Ui/Al�. 2 a 35Q __ � T, N� N�° 150 140 130 120 110 100 90 80 --- �� 359.74 �— -� 18+50.00 �E:3��ZI�L 350 370 �av 350 SITE 47 � Z _ g 370 3 � FILL IN WETLAND � (W�H) 360 � 350 370 360 350 -Y5 - 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 370 360 350 ; PERMIT DRAWING SHEET 106 OF 119 50- 25� 0 50- ,00- L O C H N E R PROJECTRRE272N,CE NO SHE48N0. j � H. W. LOCHNER, INC. WW SHEEf NO. SCALE: 1��=�00� Z840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER F F� DENOTES FILL IN -� 5� N� L1Ce�5e W ETLAN D SH Number F-0159 EE ' SUNGATE DESIGN GROUP, P,A. NE p0 � ► DENOTES IMPACTS IN Mp,SG��'� p, ��-r�� !,v+,! �E���oRr��ARo��az,so� u��a�a,a�tN a�iy ��.aaN� ///� �{ TE��sts�e5s-224a NCFlRrvt�ICErvSErvo.c-e9a pp NOT USE FO CONSTRC�CTtON I SURFACE WATER \ � P S� , ti0 ,�p,0 $� I284 u 42 �� �i1��'�' 11111 DENOTES TEMPORARY TA�ioiT�H w;��iRiPRAP_ z-� d - nRRv cr+rta � IMPACTS IN SURFACE WATER SEEDETAIL9 I W�LLIE WP.TSON � �F a � 10 , { DOCUMENT NOT GONSIDERED FINAL _,- ' � eURY INV � j � - /-'�"2� �„ � UNLESS ALL SIGNATURES COMPLETED 0.3 FT LP,T 2' BASE DITCH L 8 R RAP a ' � . � SEE DETAIL 4A .� � O J�� \/ � ,� ��" r PAVEMENT REMOVAL i . ` � �B CB I . ��"� � ti ti � +�� � 0 F,AVED SNOLiLDER / ti -�� DE TDE � TDE SDE� � " �� ' ?, ; -To�N�� � s o� �, � PROPUSED SI6NAL N /�,.� i�DE �- TDE - _ �qT 4�BASE DITCH w�LL I RIPRAP � �� \ � r EL. 404 5 Q� '. / C J� F.,J S % V _-' I � SEE D IL 7q E— ` � \ / /,� � � � %� ����� � � i , �r 49, � �;�. p� i � i � —E�E . 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SCALE: 1��=�00� Z840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 \ \\ / I �� Nu I E �� , �P� �..� SUNGATE DESIGN GRO� � / _ s�,o�EsaRANK���ROAo �\I!/ � 7�is si ess zsaacr,aourvn nso�Nc FiRM uce ALAN AND JENNIFER CLEGG / � WILLIAM AND BETSY HINE I �\ 2�'q��ES eM �9g5SP�AS794NT /�/ � DENOTES IMPACTS IN GARY AND JEAN WINGLER i� SURFACE WATER ��� MIW`��' \ ���i;�/�''�'✓II DENOTES TEMPORARY �� �i� 1�� -�� � IIADA!"TC IAl�CIADCAf C U ATCD PAVEMENT REMOVAL 0 F���VED SNOULDER ae�� / <� p ��'9iN "�Ti� �'Yi,y\ 6 SC �GE� � O �TF � �, � �o,�''� FqSF,y`�' L 'Cr ��ti/ FNT � ��I `{�� `�,�USSELL MII�LER A � \ �( 14'�MB�-R�Y 14bR�� � �� �' f` �i > F 3� I =a�P \P..,�; j / � � s �1� � �� % � / ,% ,. � �%��x�-�'.�''�� ����— ;� � i � � ; i ���� � � I' �' 1 � � % � / � ' � . � Y5' -PO fa. � �2 �+73 3 / � �'� � �� ��i � j l� I � l� � �1 � �' ( ! ��� ) � , �' � � � � � � , f� '��% �`���� / � � � f ���i"�l � � ,.�\ ��\ � � l � � � T \MAI�YS-'�APTI4T C\HU� � 1 � � � 1 � � ( � �� \ 1 ,�\ V �� � � � � � ' � �� 1 � ��� � . � � � 1 ` �i �� � � � � AV �� � � �. A �1 � SEE SHEET 105 FOR -Y'5- FROFILE SEE SHEET I07 FOR -Y56- PROFILE � PERMIT DRAWING SHEET 111 OF 119 ['7 L O C H N E R PROJECTRRE��E27CE NO SH,EoT50. N � I - I - I - - CULV ERT HYDI 1 AUL�C DAT A � � � H. W. LOCHNER, INC. ROA�WAY DESIGN HYDRAULIGS �' 2840 PLAZA PLACE, SUITE 202 ENGINEER ENGINEER 430 _Y5_ oESIGN DISCHARGE = 897 CFS aa�eicH, Nc z�biz _ DESIGN FREOUENCY = 50 YRS Nc ���e�se Number F-0159 HOLLY SPRINGS RD DESIGN HW ELEVATION = 367.0 FT IN��1�1P1LE ]E P�,�N� O �-YSG- BASE DISCHARGE _ l074 cFs - ° -- .. SUNGATE DESIGN GROUP, P,A. � NOT USE FOR .W ACOUISITION 42O HOLLY RUN RD I ♦ ♦ 905JONE5FRANKLNROA� � BASE FREQUENCY = l00 YRS ➢�f$IEI,III�IN g8I' Il�]LAN� � I . _ BASE HW ELEVATION = 368.1 FT -� ��u' �*���sGsr s°z�<"3�ARo��a�,so���F�RM���E�sE�o.�aso .. . . DO NOT USE FO CONSTRC�CTtON � i I OVERTOPPING DISCHARGE _ 1360 CFS I � I � OVERTOPPING FREQUENCY= I00 + YRS – - - i ' 41O I OVERTOPPING ELEVATION = 369.8 FT DOCUMENT NOT CONSIDERED FINAL �� �` i I I I UNLESS ALL SIGNATURES COMPLETED � �� � . . . . . I I . _ _ _ i 400 � � \�.� EXISTlNG GRDUND I 400 W � � I I � z �� �„ � _ _ _ _ _ _ _ � � Erv� cRAOE � -. - � - -r5- srA. �2+ao:oo � , I I 390 390 J I ��\ i � ' � F�.3�a.ia � 380 . I Pl = 69+10.00 Pl STA 69+50 –Y5– RT /' \ Q � \\ EL = 360.49' ELEV=366.37 / 3$� PROPOSED GRADE � i � ' PISTA 68+4/–YS– LT VC = 580' PISTA 69+05 –YS– CT � � � ELEV=36I.00 : K= 49 ELEV=360.27 V = 35mph 370 I I EXISTING CULVERTS � R O�O . � . . . .- . . ' - — � TO� BE REM=VE= .' , � . . . . J I --C'�4i222i 68% , -��+)55�7i% P/STA66+61-Y5- LT -___ �+j5,23, ° % ,-� P/STA7/+00 -Y5- LT ELEV=370.01 ELEV=368.42 WSEL ON � 9 �s=-' 360 NW5=36o.B- "���6g��- -�>6 �� � — I _ 360 (+) 05 I% I I PISTA 68+36 –Y5– RT . � I i ELEV=360.40 `-2,;,r,a Rcec 350 I P/ STA 68f56 –YS– LT 350 I I I I I I I I I ELEV =360.00 1 I P/STA 69+50 –YS– LT � ELEV=360.55 \ \ SEE SHEET 49 FOR –Y5– PLAN VIEWI 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 PIPE HYDRAUUC DATA 48" RCP Sto. 14+6/ –YSA– _ — 1 �/"�— _ � � � � � i � 450 _ DRA/NAGE AREA = 22 AC � 450 i oEsicN FREauENcr = 5o rRs KILDAIRE FARM RD `-� DESI�N DISCHAR�E = 70 CFS , Q � DESIGN HW ELEVATION = 394.5 FT � 44� BEGIN �FtAG?E l00 YEAR DISCHARGE = 75 CFS �+12'j082/ � � 440 –Y5A– STA.10+39.00 �00 YEAR h'W ELEVATION = 394.7 FT � , --- � � E� 4�4a7 OVERTOPPING FREOUENCY= 500 + YRS ^�___ r–� Pl = 12+00.00 OVERTOPPING DISCHARGE = 240 CFS I j i 430 EL = 4/9.80' OVERTOPPING ELEVATION = 4/l.4 FT � _ _ _ _ _ _ � � - '� 430 . vc = 200� -� � �, K = 224 �—� -------------- - �+11.8500% _ ------- � _ / (+l 0.3984% � 420 / +)2.1082% � � � 420 � r+�3.00i � ��— I I I �� — �� � N z � ,, PROP_nSED GRADE / � I Q� �;; _ : � �W i J � 410 . _ �� mw gW Q 410 � f �— � � ,`' � � + N � 1 � :,`LS✓/q3i _ I / ¢ i � i \ ' � � cn 400 � � � � - _ _ / ExisTiNc c,�ouNo � � _ 400 � � -_ �' - _ � _ I _ � � � � ` � �-� 456- _ �¢ � o �9i ' – – _ , f –J 274/9%� 390 � W ; � � � _ / '— � � ' � ' - I I I � i 390 T � p W �1.� I I � � p M� V' � �N a 300 � j . N I I . �F Q p .� �. . .. 30� � � � j'W �� N � pW �� Q � � co `i- W 3 370 . _ ? � —_ 370 � I I I I �� ' � 1 ' E � � � � � � � � � � o? - SEE SHEET 43 & 5l FOR' –YSA– PLAN VIEW I N– m� 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 \N I�� - v°, � x' on �� ; PERMIT DRAWING SHEET 113 OF 119 j F F� DENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER 50' 25' 0 50' 100' SCALE:1"=100' Z �� � �� ���� �O � �A�� - � � �� � � s� � �����\2�\;�6 �' � �� � �.� � �P � ��� a� � ��_� � � � � ``�� \ : � �_ � DENOTES TEMPORARY � � �� 90 �oN �,� ��� �� � `- r� IMPACTS IN SURFACE WATER � �` i \� \ �-4, \\�'�-\\��\�? �.� �� DOCUMENT NOT GONSIDERED FINAL � � � � �� �cri v `�� � ��� � {� � UNLESS ALL SIGNATURES COMPLETED �if � * � +� _ , . �s��° % A�� � �� V� �, �,°v � � � DENOTES MECHANIZED � ��� � �,� ��� ��;. � �� ,dM� i � P,avEMENr �EMovA� CLEARING -� � \ � � � � � � �,� �� �\ �o \�� ��/ Z�es � � \�i�'�� �\\h � � �° 0 F��VED SNOULDER DENOTES EXCAVATION �� � �� � �� � ����� V ` � ��;,s��j!� �, �,,�. , � IN WETLAND �} ��"'� � � �-,, � � � � � � � s � � � � \ � �� ��� � Z ��°' � � � � %d� � / � � �' � \ � %�' �`�J � \ �\ ��� �/%�// y j/� ,��v :� 61 �� �� �' � �� ,� �'� �� �� � C� ,-�/ � � � �� `�� � � i ��'`' o" '�` E&M JOHNSON ENTERPRISES INC .� �'�_ .� ����,���� � � � �y � � � �����b � �� �� ��,�^'�'" 4i -Y A- P t I7�' 7 R �,.�� Zn`¢'" �- �- S� �f/O.`Z9 d -if �\ �� ��� L� ��� �� MEI N A AND XING XIAN WANG ��,;.� / I \ ��\\ --�TD\ � ��� � oy O -Y5A- POC �a. 3� 3. 3= ", � � � �� � oM � ^ \ 5/-J \ � l- � \�O ! 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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) 1 19+20 to 19+73 -L-LT CULVERT < 0.01 < 0.01 33 13 BANK STABILIZATION < 0.01 10 2 21 +67 to 21 +gg -L-LT 3 15+22 to 15+48-L-LT 18" RCP < 0.01 < 0.01 < 0.01 4 40+79 to 41+93-L-RT ROADWAY FILL 0.02 POND 0.21 5 48+g3 to 49+78-L-RT ROADWAY FILL 0.05 0.02 6 51+88 to 57+81 -L- 48" RCP 1.53 0.06 0.02 0.02 < 0.01 463 10 7 59+48 to 60+08-L- 30" RCP < 0.01 < 0.01 372 16 8 65+38 to 79+49-L- ROADWAY FILL 0.20 < 0.01 2302 52 STABILIZATION < 0.01 64 9 67+37 to 70+18-L-LT ROADWAY FILL 0.27 < 0.01 10 70+21 to 71+41-L- 30" RCP < 0.01 < 0.01 249 10 STABILIZATION < 0.01 13 11 72+73 to 73+27-L-LT ROADWAY FILL 0.08 0.03 12 78+77 to 81+2g_L- ROADWAY FILL 0.48 0.03 13 81+22 to 82+31-L-LT ROADWAY FILL 0.17 0.01 14 81+79 to 86+58-L- BANK STABILIZATION < 0.01 < 0.01 57 14 14A 84+63 to 85+46-L-LT ROADWAY FILL 0.01 < 0.01 231 15 15 85+31 to 90+05-L- ROADWAY FILL 1.73 0.01 0.09 < 0.01 < 0.01 33 16 108+50 to 110+35-L- ROADWAY FILL 0.67 17 115+55 to 116+13 -L-RT ROADWAY FILL 0.11 0.01 18 125+08 to 127+71 L-L 1@6'x8' RCBC 0.83 0.06 0.06 0.01 < 0.01 273 21 STABILIZATION < 0.01 81 TOTALS": 5.27 0.83 0.25 0.51 0.02 4181 151 0 *Rounded totals are sum of actual impacts NOTES: Site 2: Removed Site 4: Wetland considered Isolated Site 16: Wetland Total Take 2018 Feb WETLAND AND SURACE WATER IMPACTS 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) 18a 125+31 to 125+85-L- ROADWAY FILL < 0.01 91 19 140+61 to 142+44 -L- 1@6'x8' RCBC 0.01 < 0.01 0.04 0.04 < 0.01 333 11 STAB I LIZATI ON 0.01 122 20 146+74 to 147+84-L- 1@6'x8' RCBC 0.11 < 0.01 0.04 0.01 < 0.01 277 21 STABILIZATION < 0.01 87 21 146+88 to 147+06-L-LT ROADWAY FILL < 0.01 < 0.01 22 148+14 to 149+02-L-RT 30" RCP < 0.01 < 0.01 104 10 23 148+41 to 141+82-L-RT ROADWAY FILL < 0.01 < 0.01 24 149+11 to 155+g5-L- ROADWAY FILL 1.96 0.02 0.07 25 162+g4 to 164+50-L-RT POND 0.40 26 165+g4 to 168+54 -L- ROADWAY FILL 1.24 0.08 27 168+51 to 169+40-L- 2@9'x8' RCBC 0.02 0.06 < 0.01 314 36 STAB I LIZATI ON 0.02 119 28 172+97 to 173+41-L-RT ROADWAY FILL < 0.01 < 0.01 29 173+60 to 176+39-L-LT POND 1.53 30 174+63 to 181+12-L- ROADWAY FILL 1.42 0.04 0.01 < 0.01 251 10 31 193+15 to 197+24-L- ROADWAY FILL 0.20 0.04 872 32 199+29 to 200+06-L-LT ROADWAY FILL 0.04 33 47+12 to 48+74 -Y5-LT 66" RCP 0.33 0.05 0.03 < 0.01 < 0.01 251 9 34 23+30 to 24+76-YRRPB-LT 18" CSP 0.12 0.01 0.52 35 47+58 to 49+64-Y5-RT ROADWAY FILL 0.03 < 0.01 304 24 STABILIZATION < 0.01 35 35 196+35 to 200+02-L-LT ROADWAY FILL 0.06 < 0.01 409 21 TOTALS": 5.43 0.09 0.86 2.22 0.02 3569 142 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb WETLAND AND SURACE WATER IMPACTS 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) 35 201+82 to 202+45-L-LT ROADWAY FILL < 0.01 < 0.01 66 12 35 50+01-Y5- to 15+32-Y5A- ROADWAY FILL/48" RCP 0.01 < 0.01 < 0.01 STABILIZATION < 0.01 44 36 202+26 to 206+22-L- 3@9'x8' RCBC 0.23 0.01 977 20 STAB I LIZATI ON 0.03 92 37 202+42 to 205+59-L-RT ROADWAY FILL 0.31 0.03 0.09 38 209+59 to 211+77-L- 42" RCP 0.32 0.02 0.03 0.01 < 0.01 358 10 STABILIZATION < 0.01 18 39 225+15 to 226+55-L- 36" RCP 0.20 < 0.01 0.03 < 0.01 < 0.01 303 9 STABILIZATION < 0.01 18 40 225+72 to 227+98-L- ROADWAY FILL 0.26 < 0.01 0.04 < 0.01 10 41 29+83 to 30+17-Y1-RT 48" RCP < 0.01 < 0.01 56 10 42 13+07 to15+00-Y3-LT ROADWAY FILL 0.06 < 0.01 43 11+86 to 15+02-Y3-RT ROADWAY FILL 0.19 0.07 44 15+00 to 15+88-Y3- 4@12'x8' RCBC 0.03 0.02 58 30 STAB I LIZATI ON 0.07 123 45 15+60 to 16+27-Y5- 2@9'x8' RCBC 0.04 0.01 211 41 STAB I LIZATI ON 0.03 102 46 16+20 to 18+23-Y5-LT ROADWAY FILL 0.07 0.03 47 17+25 to 18+39-Y5-RT ROADWAY FILL 0.06 0.03 48 50+12 to 51+25-Y5-LT ROADWAY FILL 0.08 49 68+06 to 68+58-Y5- 2@7'x8' RCBC 0.05 < 0.01 28 STABILIZATION 0.02 83 TOTALS*: 1.56 0.05 0.33 0.52 0.05 2537 142 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb WETLAND AND SURACE WATER IMPACTS 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) 50 68+54 to 69+62-Y5-LT ROADWAY FILL 0.01 < 0.01 128 6 51 29+06 to 29+15-Y1-LT RIP RAP < 0.01 13 TOTAL PAGE 112 5.27 0.83 0.25 0.51 0.02 4181 151 TOTAL PAGE 113 5.43 0.09 0.86 2.22 0.02 3569 142 TOTAL PAGE 114 1.56 0.05 0.33 0.52 0.05 2537 142 TOTALS*: 12.25 0.97 1.44 3.26 0.09 10428 441 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb WETLAND AND SURACE WATER IMPACTS 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) 1 12+52 to 15+2g-Y3DET-LT ROADWAY FILL 0.38 0.07 2 16+06 to 16+81-Y3DET-LT ROADWAY FILL 0.09 0.02 3 26+16 to 27+13-Y5DET-LT ROADWAY FILL 0.01 0.02 TOTALS*: 0.48 0.10 0 0 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb I � � 0 a i � � E L a � a� � n= N _I \N' �r \N, ��_ See Sheet 16 For Conventlanal Symbols ��� J�l � �� 1 V ���J�IJ�I `l�/������� �������� �� �������� WAI�E CO U1�TY LOCATI0IV: COMPLETE 540 — FROM WEST OF NC55 TO EAST N OF HWY 401 H TYPE OF WORK GRADING, DRAINAGE, PAVI11lG, AND STRUCTL N � - SI�jE 2 SITE 26 . �-- � ; ,' "� a SITE � SITE 4 SITE 11 � SITE 17 a �� �, pP� I y� Nc 5�BYPA55 %� SITE 6 SITE 10 SITE 16 � � � � �' TO �� � '% _�$ ' SITE 7 SITE 13 - SITE 9 SP0.�N�'� 0 • � �ryOLLY \ � _l1- � i � � -Y2- N d 5 i 1 - ��-� WILLI�S ST) �. � 1� \�� �/� Ti � y, I• ���5� BEGIN TIP PROJECT R-2721 /-u- Po7 Sta BEGIN CONSTRUCTION zZ+50.00(BK)= -L- POT Sta. -Ll- STA. 10+00.00 10+00.00(AH) 24 25 23 � � s , � 2V ' � � � � 53B ' ' 1y r �� � � �_ �-,i �` � �> \� `- -y7' �� is $R 1387 �� � (WEST LAKE RD) '�` � __ � ,- � , � -� � , , , �_ �� �-, -- � —Y I I— SR 1404 (JOHNSON POND RD) SR 1405 58� (RHODES RD) � -Y10- DEER MEADOW DR BUFFER IMPACTS PERMIT SECTION A (LAKE STATH W u�a STwTE PROl.NO. 6.401078 � i� �1 i.� �_ \ �FUpUAY � / VAIfINA / \ / RD) � _� � � \ \ I _ i 64 STATE PNOJBCT RBPEIIENCC NO. R-2 721 P. w. PROI. NO. STP-540(191 ZV �y � ��`�W SR 1389 �� (PIERCE-0LIVE RD) �� 1 � � � S � \ ,��s� � � .� � \ ,so � � �� � 5 NEO.T SNCETS � DE9CRIP'IfON PE ,�o�AY_ -r�a- END TIP PROJECT R-2721 VARIN�`_, (McCULL R?S RD) END CONSTRUCTION 37 � / -L- STA. 500 + 63.80 1 3S 36 � # � , , TO I-�� FUqUAY— VARINA ` THIS PROJECT WITHIN THE MUIVICIPAL BOUNDARIES OF, TOWN OF CARY, TOWN OF APEX, TOWN OF HOLLY SPRINGS, AND TOWlY OF FUQUAY VARINA. -Y73-� US 401 THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEIIVG LIMITED TO IIVTERCHAlYGES. CLEARIl�'G AND GRUBBING ON THIS PRO,jECT WILL BE METHOD III. s -Y75- NORFOLK SOUTHERN RAI LROAD INC�h�h�3,�°Il°E &�i,.�NS DO NOT USE FOR R/W ACOUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Frepared �� t��e oftice oi: HYDRAULICS ENGINEER L O C H N E R N� ��aM �.�«�s� �o ,:.�,4P ADT 2018 = 28��00 H.W LOCHNER,INC. 59 �� �n �iSISC[arvParkw�y 18C0 PLAZA PLACE, SURE 304 S COLOG Cf'AL s`"1e `°' RALEIGH,NC 3J611 Cary,NCl)518 SO� 2S' O $O� �OO� iv�v�v�-nu NGINEE IIVG fei�lss�-oezv �� ���p� ADT 2040 = 66,400 I,ENGTH ROADWAY TIP PROJECT R-2721 =9.529 Mi[es � � K= 12 % ,. SUNGATE DESIGN GROUP, P.A. @� ��,� PLANS D = 65 % �NGTH STRUCTURES =0.178 Miles ��a����• � = o���A=, � � O r 2018 STANDARD SPEClFICATlONS 'E``eie °eizi`"�" 6°6H F�aM� P� o � 50' 25' 0 50' 100' T= 11 /o TOTAL LENGTH TIP PROJECT R-2721 =9.35I Miles Brian K. Eason, PE S/GNATURE: �u , V= 75 MPH RIGHT OF WAY DATE: PROJECT ENGINEER ROADWAY DESIGI� ��, � # TTST = 7% DUAL 4% ENGINEER PROFILE (HORIZONTAL) Februa� 18, 2020 �'�p ��`�� Christina L. Yokeley, EI �� pp���Q 10' 5' 0 10' 20' FUNC CLASS = pRo�cr nssrcN e,vcrnr�e INTERSTATE LETTING DATE: PROFILE VERTICAL February 18, 2020 NCDor coxracr PE � � S7GNATTlItE: ^o 0 x on e� ; B U F F E R D RAW I N G S H E ET 2 O F 22 �,� L O C H N E R PROJECTRRE272N,CE NO SHEE� NO. 50' 25' 0 50' 100' j ��- �. H. W. LOCHNER, INC. WW SHEEf NO. SCALE: 1��=�00� RALEIGHANAC P 276j2 UITE 202 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER i � y � � N< <,�e�se ,z�' � � Number F-0159 �^���� �' D ONSTRUCTION � � � .. SUNGATE DESIGN GROUP, P,A. j= N MITIGABLE IMPACTS ZO �-� _ sos,o„ESFRA�K� p �'c� ���u�� �E���.NaRr��ARo��az,so� ➢➢f$IEI,III�IN g8I' ]P]LAN� = � — .19+75.00 o rE�,s,s,ass.zz<3 ��F�RM���E�sE�o.�.asa O DO NOT USE FO CONSTRC�CTtON � {7 � � //,// MITIGABLE IMPACTS ZONE 2 � z 3 � BST �/ �� � � � �5F0 \ p p�p DOCUMENT NOT GONSIDERED FINAL NC TURNPIKOE AUTHORITY �I � f � I�' \�\� ALLOWABLE IMPACTS ZO . 2� m UNLESS ALL SIGNATURES COMPLETED L� � �� � I 1 1\ � Fl \ N Q � ,L,Y,,s,,,� � , — � � � � � �� � zo �' � PAVEMENT REMOVAL � �T � 1 1 � � o � i1 II 1 I r ��.-�,1`"u'-- -. — ,.wRo c 1:; �' , i ,� 1 -� - � _—'' � �� I � � � \ �;� \ 16 oFavEa sNou�oE�s �R r� ii `� II LL� � z' � �E PE�NINGTON� 5 I 11 I� 1� � � '�G� � �/C � � � �� s- j — Za P C Sf6:lE'�JO7B II Ih I � I � � MCI ENTERPRISES, LLC � R�SE R�'° R�P\4 ��;,rv-:�r -Y f�.�- OC f7Jr. I�' 1 � 1 I- \ I MCI ENTERPRISES. LLC 1 � � \ � f c� o � {� ��� y ��07 05� .�a� ��, �� ,�� � �_^ 1 12 ��i � 3 `� \ STREAM SF O "l 5 a �w-�_ t"' I l �I � Iw/ 1 II �. �' �1 ��WORD OF TRUTH� .. .. ------ ----- ----- � � f.,� R �W � � w 1 � — _ � . CHURCH OF GOD � � - . . .. . . . . . . . ,��'�,.,_,-r,-�,�, ��r . . �. . - � r O �Y"�'�� — � �� II � � �. ��^?, LAT 3' BAS DITCH wiLL I RI P_ — — + F �p p— _� � tl 1 ��— — —�"�. ,�,h�.r.�� SEE DETAIL 9A , — . 2 va �e Fll 1 � � STPiE _ m � Iz �I� \ � — ^ � �tlu R W PEP Y„v(,. � \�u1 � � _ qG� :� � � P\�- rcR _- F-�„s"�,^'` ^^ l I � 1 R - — PDE ��,—PDE PD PD R i'DE / ' � � ��� �� p� � 1 r ��- _ _ � _ �. - ,�,�yti _ � �"" _ . � � � 1 � � . � � . i . �{ f�' .. 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I ��� / �s % / 4�' � � � I I �� � � � -YIRPC- ' � � � � is� �p � �� � ��� ,� �c � � } � � �� � I � � re za � � `"- �1 ��.�� xk� ` � � , i � � � � `S �� � � � � I � � � � SITE 2 ' ,�"� � � t � ,,�'�= �� �� � 7 � °° o � o � �= � � �� i � �� ' " < � x � � o e � i � I �. /// ��% w � p 1 ` iy O _ ; , , N + C �, I � �`1v- � ' � ,i � I � MCF / � _ / � w� I �� 1 4 � � 1 I I - 0, -Y2- PC Sto. 15+95.96 2G1 �-r^l � °� 55+00 __ W+ 2GI _ 5i l� '�-1^ � FS i 1 fCP-III . � Z I C I I I yt . �N �FS � , � �.. � � , 15" RCP._III 2G1 ��F S�IO O.I� IB" RCP-III �� I ` � ^ � Q � � � — � _ — i � 11 -r 'i � = N � 1 �, 7; �--�✓ � , � �\ � Mcf � - � \ = FQ- U t� � : � � � U y � I � X g J � -�T�R��O. 3�F= - . 1 I I 1 H RVEY L. MONT�4GUE �`�, � � � I � 2� ^w� 1'Z P,1}F�' to.l5+ �,i `^ � � r� 1�, b � -1 r� n 1 1 f� I � � � ��� �_ 19 � � I ' � 0 = 79'27'37.04 � - . T \ < ���I II I C. � � � - TB 2G1 _ . O �� �`.. . � � TB 2 ��� � ti � � � � r, � � � ..� z�` � �5�, xcv-�v �� � �� � �I IGNACIO �65�R GUEZ IBARRA �^' � � - � � �� � o� � � '�. _� � . . �s" ncr-i � � I�� I ��1 � I H � `1 �sFo — � — _ _ _ .— — — � z I s 2- POT Sfa.14+68�8= �`' �I I ��� ���n�� O n,-r,.,,� � `� 1 F � �� �- RPB- POC Sto. 14+10.5/ , - 1 � � � 1 �coc�� � F �.�., �. RCP-N Sf - \ � � Q � ' � � E.�� '� � ,sQ 96' 35' l0. I � i� ��� � � $ITE 1 l �J �ti�� � � '�� - - - - � � � fl N- RIW -�,,,� �"iw � e raa o.,ec rd easA I , I � I� � 1 e�" ���. � I �� �� roe PkwrecrioN � � �� — — — � � \ \ �I , R 'W � �. I I-. �31II N 1 ,'. 1 -Y2- P O. I S�- . � ... I SEE DETAIL 39A � � � F � \ � , I� . � a O.. �r � F f �l e?x\� �' -�.�.'� 3 � 1 � �v .:,�;� '` � `t O� i�- R 1 oucHFnaE euFr�a �,.. � zooa P� �azo �"i., � R � � � �,s,r �t -�- x, i �� �� ���� � 5 � j �7 � ay �, s i'� .� �^2 � INER T & O_l � � _ 7' 4 � / 1 I �11�I I1`I ('_ I � �(�d �� � � i � J�EN�HRAPb i^' � o\\ Ci __ rwr4✓'�..' \ , �o, [ u a ~~¢ FN:1� \ UVA R. HOLLAND { � - TOE C � � � � �,�� �� = � � S�DETAIL lA � m Q /Jf-¢� � � � �„-� ��..�� .�� / �� A �36A - � I I 9L 6� / Q F �" A Y , - - � . 1 I � � � " �5 � :-YIfR - f �l � � � � � ' �i 0 EOW . KDE _ ., � 1 1 1 � �MP 1 � z^ � \ 2G� ° y F0 tR�C1 �� toivn� , �� �. cP 1 1 � � � -L- POT Sto. 5 0/.62 �� � m � ,� � � Q � � \�� ' 1. 1 �- M--- -� Fi .t m ,'ol . B- i� $f0. lS'�'`ZB. "��,. - � 1t �a � G , q�`f � 1 �� � 1 �f -YIRPB- ST Sta. 10+00.0 � C 4' w r� 0 2 �, Iq � � �,�'�BEGIN S UCTION �t ��� �� ��� ,--4 ET �'z � � � �5.oa Rr �' _ j� � �� (� � .s � �, 1 � � �f�„� x / �o � �, � ° e "seW i � � / ` � ` � �` �'',�' '� `��n�'m� � ��� � ��� � � m � �° �, z �� ���5� � � `��� —Y2— STA. 2. �10 i � � i� �� � 2' `�a , / � , `' �� � G � � � � � - - , �� s'"ti � P��Q �� LORENE DOBBS � �� � a�s �� �1� � �� ' ! � � DARRIN F,��1,�IN_ ER �IS) e ����•W�� �co .�� �. �� oo�� ��P NFy � � y f _ .� m \ � \ \�� � � �=�1 1� � � _ � I � HEIR OF ,NENRY E. 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WW SHEEf NO. 2840 PLAZA PLACE, SUITE 202 ROADWAY DESIGN HYDRAULICS SCALE: 1��=�00� RALEIGH, NC 27612 m �n, ENGINEER ENGINEER ss NG Licanse ' '� MITIGABLE IMPACTS ZONE 1 NumberF-0159 � ' � .. SUNGATE DESIGN GROUP, P,A. n y A,R gy trn Ai �� I ( /gl ��\II�' �,g�g� Ss124acARoINAPso6NCFlRMLICErvSErvo.Ge9a �f�pp N T1vU E FO llCONST G��1V� CTtON ' MITIGABLE IMPACTS 2 `� �ti` �i BZ 2 /� er�, �� �� LAT 6' BASE DIT wrCL I RI RAP \ \ \II B .-��� mr .� Z. 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I t I I \ \ GARY AND JEAN WINGLER I \ MITIGABLE IMPACTS ZONE 1 \ � MITIGABLE IMPACTS ZONE 2 \ ALLOWABLE IMPACTS ZONE 1 \ �����\ ALLOWABLE IMPACTS ZONE 2 \ PAVEMENT REMOVAL 0 F���VED SNOULDER ae�� / <� p ��'9iN "�Ti� �'Yi,y\ . 6ti, SC� �'E' � O �TF 7g GFp rqSFM��, ,er, RpM F'�p �� ����USSELL MILLER A�� \\ �\YEMB�RLY KORB �� �s 4� // r� �FIP RA�� 9q � � T � O RpYI \ � �{� � `�-�vC��°--� i P � �� � � ��`-- � ( � \'�l �`�� � �_ -�, `�R \ '�-,`�__--- � �,1s`� � / �sa os2 ri � - � _ Oi(y SpR�N=� RL rJ� / CF � APTIST CHU�I I � \ \ \ �\ � SEE SHEET 105 FOR -Y'5- FROFILE SEE SHEET I07 FOR -Y56- PROFILE E x on e� ; BUFFER DRAWING SHEET 18 OF 22 j � MITIGABLE IMPACTS ZONE 1 � � � � 50' 25' 0 50' 100' SCALE:1"=100' Z �� � �� ���� �O � �Ag���� � �. \\Zp \ � 1 \ � -. �, \� Y .� �/, �u \ �c' yP �\2a �� � Va��� v� � � MITIGABLE IMPACTS ZONE 2 `�� �� �\` ���� ,<� � r� -4, \ � \ . -/ DOCUMENT NOT GONSIDERED FINAL � �� � Q�r V � `�� ������� ��� � �� {�" UNLESS ALL SIGNATURES COMPLETED ,� �y ['� �� � _ 1 Y . � i Cz�'�� % �Y� \ �� \\ � /"�� % s � �'' � ��� ��� � �' ,�"% est PAVEMENT REMOVAL �' � �� ��,�� � � ���\ � � / , Z� `,� � � � � � �� Ah �� �'�,,� � � �, �/� �° 0 F���VED SNOULDER �^- �\ \ ��� � � �\� �\�\�\ ����5//��j� � 5���'– �J `� �. 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' / i ���K_ 80. 0 -g� SEE DETAIL � MI ALE A. CE SPEAR `� � � - � � ������'( � �� � � �' � � � � � 5 6,• "i ex w�v , V � �, ��� .(//' A��% c uErFv�-�oi�1c�H / 18 / � � � a� 7 ' ANDpUQfVPIAA , � �<ir �, ' � � � � ����� � � � � p�E. �s ��;` ti ti� � � _„_£� � �'a� � � � � � � � i ,( � ,��� � LAT 2' BASE DITCH � � �6a 2 ' ,. \\ � '�i ^�' 6 i� 2� EASfVI°��"A� �.�§ a�,r Ze / SITE 26 � a f �2�,���y �ANo �NE U,rE��n�//� ` �� � \� �� WILLIE WATSON � �+�$ � �Sd� `�,����� // a \ \�` �'\' , ��� �d�g�� � � � � y � �� , ��� � ��� � � � .� � � �� D 'j / � � I ,�-�W'��d .3 / �� � CHARLES AND ASHLEY BETTINI � � ,�a o a �/� IcI � � 1 / . � � � XpM .8tl 7' \ � / t I J� / ,f`'� // � �{ I m \ ��S���pO� N ��,f�"" �j/� x� x `�?t�LAS PER . I I (, � �'"�",f'"" /�/ �\ N� / .// �/� - � O �� 1�� ��' __I I � 1 // / js"� �r`1� � o � e X�� odsz � �� � / , ' � � ; � ,�1'� � � i % �� {� � (.,s� / � � i i � . �; ��:��'�"'= � "3 /.n����/// II, 8.11 ��� �-\J k��V �� � �\ � �„✓ — � �` ` � s"� SEE SHEETS l05 & l06 FOR –Y5A– PROF/LE SEE SHEET l�7 FOR –YSH– PROFILE SEE SHEET I08 FOR –YSK– PROFILE RIPARIAN BUFFER IMPACTS SUMMARV IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ft2) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ft2) (ftZ) � 11+11 to 11+73-Y1RP6-LT 48�� RCP X 1100 1100 2 52+99 to 58+32 -L-LT ROADWAY FILL X 29408 18956 48364 3 59+05 to 60+Z5-L- 3O" RCP X 24273 16141 40414 4 s5+o� to s2+52-�- ROADWAY FILL X 132681 69262 201943 5 69+55 to 71+59 -L- 3O" RCP X 10459 8389 18848 6 s�+5s to s�+sa-�- BRIDGE X 26603 14543 41146 617 3309 3926 % 84+60 to 85+g6 -L-LT ROADWAY FILL X 2809 748 3557 9867 4783 14650 $ �2a+$o to �25+s2 -�- ROADWAY FILL X 1831 3121 4952 9 124+47 to 126+48 -L- 'I p�i6'x8' RCBC X 18345 12510 30855 10 140+32 to 142+97-L- "I q�F)'x8' RCBC X 28484 18802 47286 11 146+g0 to 148+37-L- "I q�F>'x8' RCBC X 32299 46835 79134 12 147+44 to 149+51-L-RT 30" RCP X 8561 6046 14607 13 168+� 3 to 169+g5-L- 2 q�i9'x8' RCBC X 27842 18095 45937 14 19+36 to 22+13-Y5RPC- ROADWAY FILL X 17040 12724 29764 15 �sz+ss to �s�+sz-�- ROADWAY FILL X 48780 31001 79781 16 46+g2 to 49+14 -Y5-LT ROADWAY FILL X 15703 9430 25133 17 �s+so-YSA-tozoz+a�-�- ROADWAYFILL X 118705 67195 185900 18 201+7q to 206+gp-L- 3 q�J'x8' RCBC X 63401 35703 99104 19 209+01 to 211.28 -L- 4Z" RCP X 16825 12033 28858 20 22a+83 to 22s+9�_�- ROADWAY FILL X 22669 14026 36695 21 225+70 to 226+35-L-LT ROADWAY FILL X 2521 784 3305 22 14+60 to 16+35 -Y3- 4 p�'I Z'x8' RCBC X 18564 10568 29132 23 15+10 to 16+77-Y5- 2 qCi9'x8' RCBC X 19377 8151 27528 TOTALS"`: 33764 20296 54060 663900 423959 1087859 0 0 NOTES: 2018 Feb RIPARIAN BUFFER IMPACTS SUMMARV IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ft2) (ftZ) (ftZ) (ftZ) (ftZ) (ft2) (ft2) (ftZ) 24 66+7Z to 69+30 -Y5- 2 q�%'x8' RCBC X 9758 5594 15352 25 69+01 to 69+70-Y5-LT ROADWAY FILL X 5086 2081 7167 26 16+z5 to 16+gg-Y5A-RT DRAINAGE PIPE X 1112 889 2001 TOTALS FROM THIS SHEET 5086 2081 7167 10870 6483 17353 0 0 TOTALS FROM SHEET 19 33764 20296 54060 663900 423959 1087859 0 0 TOTALS"`: 38850 22377 61227 674770 430442 1105212 0 0 NOTES: 2018 Feb Rev.Jan 2009 Rev.Jan 2009 t��,z�,�,a), North Carolina Department of Transportation j� � ; Storciltivaf+�Y: Hi hwa Stormwater Pro rem !,`/ `, 9 Y 9 �� STORMWATER MANAGEMENT PLAN �"" •-�•• �'� (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 71P No.: R-27216 Coun ies : Wake Pa e 1 of 12 General Pro'ect Information WBS Element: 37673.1.TA2 TIP Number: R-2721 B Pro�ect T pe: New Location Date: 5/22/2018 NCDOT Contact: Stephen Morgan, P.E. Contractor / Designer: Ecological Engineering, LLP Address: NCDOT Hydraulics Unit Address: 1151 SE Cary Parkway 1020 Birch Ridge Dr. Suite 101 Ralei h, NC 27610 Ca , NC 27518 Phone: 919-707-6739 Phone: 919-557-0929 Email: smor an ncdot. ov Email: CitylTown: Raleigh County ies : Wake River Basin s: Neuse CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Project Length (fin. miles or feet): 4.9 Mi. Surrounding Land Use: Residential, Urban, Woods Pro osed Pro ect Exlstin Site Project Built-Upon Area (ac.) 252.3 ac. 21.7 ac. Typical Cross Section Description: Grassed median ditch with 8:1 sides slopes. 3 paved lanes with 12' paved shoulders New Location (total width of pavement is 124 feet). Outside grass roadway diches with 6:1 sides. Cut and fill slopes have a maximum 2:1 slope. Annual Avg Daily Traffic (vehlhr/day): Design/Future: 66,400 Year: 2040 Existing: 28,200 Year: 2018 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to construct an extension of I-540 from NC 55 (Holly Springs) to US 401 (Fuquay-Varina). Below are (Description of Minimization of Water a list of minimization efforts associated with water quality impacts. Quality Impacts) • 2:1 slopes are proposed within wetland areas where practical. • Toe protection is being installed in fill sections over wetland areas. • Energy dissipator pads and rip rap pads are being used near wetland areas to minimize the potential for erosion. • No staging of construction equipment or storage of construction supplies in jurisdictional wetlands or streams. • Borrow and waste activities will occur outside of jurisdictional areas. • Grass swales, median roadway ditches, and rip rap dissipater treatments have been used where feasible. • Sediment and erosion control devices will follow the NCDOT protocol for Environmentally Sensitive Areas where required. EC devices will be instalied as needed to promote stability and minimize sedimentation. • NCDOT is proposing to bridge multiple streams and wetlands to avoid and minimize impacts to jurisdictional features. Surface Water Bod 1: Cam Branch NCDWR Stream Index No.: 27-43-15-5 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Im airments: None Aquatic T&E Species7 No Comments: NRTR Stream ID: SAJ Buffer Rules in Effect: Neuse 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 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) ��� �yyy.� North Carolina Department of Trensportation �SC(11LT1Y�'��t+f�`! �,.!�, . _ --- _ ,,..,..., Highway Stormwater Program STORMWATER MANAGEMENT PLAN —_."l (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721B County(ies): Wake Page 2 of 12 Additional Waterbod Information Surface Water Body (2 : Middle Creek NCDWR Stream Index No.: 27-43-15- 4) NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T8E Species? No Comments: NRTR Stream ID: SPX Buffer Rules in Effect: Neuse Pro'ect Includes Brid e S annin Water Bod ? No Deck Dreins Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge 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) Surface Water Bod 3: Bells Lake NCDWR Stream Index No.: 27-43-15-6 NCDWR Surface Water Classification for Water Body Primary Ciassification: Class C Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SAS Buffer Rules in Effect: Neuse 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 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) _ _ Surface Water Body 4: Mills Branch NCDWR Stream Index No.: 27-43-15-7 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Supplemental Classification: Nutrient Sensitive Waters NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species7 No Comments: NRTR Stream ID: SBM Buffer Rules in Effect: Neuse Pro'ect Includes Brid e Spannin Water Bod ? No Deck Dreins Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge 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) Surface Water Bod 5: NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Dreins Dischar e Over Water Bod ? (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) �j���q��,�y North Carolina Department of Transportation �! f�z ��(�Ci�:lsv_'��tf�i'', r �,; � , , .. . Highway Stormwater Program ��, STORMWATER MANAGEMENT PLAN �-Y (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721B County(ies): Wake Page 3 of 12 Swales Station 8 Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q70 V10 Checks Associated wl No. Pro'ects Bod ft H:1 H:7 ac ft ft % cfs fps cfs fps Used Buffer Rules? 2� 238+25 -L- M (1)Camp 0.0 8.0 8.0 1.0 100 475 0.74% 3.0 1.5 3.9 1.6 No No 243+00 -L- M Branch 2� 238+25 -L- LT (1)Camp 0.0 6.0 4.0 1.2 120 475 0.74% 3.6 1.7 4.8 1.8 No No 243+00 -L- LT Branch Z� 23g+25 -L- RT (1)Camp 0.0 6.0 4.0 1.0 100 475 0.74% 3.0 1.6 3.6 1.7 No No 243+00 -L- RT Branch 2� 243+00 -L- M (1)Camp 0.0 8.0 8.0 0.3 30 150 0.64% 0.9 1.0 1.3 1.1 No No 244+50 -L- M Branch 2� 244+50 -L- M (1)Camp 0.0 8.0 8.0 0.6 60 147 0.30% 1.8 0.9 2.3 1.0 No No 245+97 -L- M Branch 2� 245+97 -L- M (1)Camp 0.0 8.0 8.0 1.0 100 453 0.30% 3.0 1.0 3.8 1.1 No No 250+50 -L- M Branch Z� 250+50 -L- LT (1)Camp 0.0 6.0 6.0 1.3 130 750 1.84% 3.9 2.3 4.9 2.5 No No 258+00 -L- LT Branch 2� 250+50 -L- M (1)Camp 0.0 8.0 8.0 1.3 130 750 1.84% 3.9 2.2 4.9 2.3 No No 258+00 -L- M Branch 22 250+50 -L- RT (1)Camp 0.0 6.0 4.0 2.1 210 750 1.84% 6.3 2.8 8.2 2.9 No No 258+00 -L- RT Branch 22 264+00 -L- LT (1)Camp 0.0 6.0 2.0 1.0 100 450 1.84% 3.0 2.4 3.7 2.5 No No 268+50 -L- LT Branch Z2 264+00 -L- M (1)Camp 0.0 6.0 8.0 1.5 150 700 1.84% 4.5 2.3 5.3 2.4 No No 271+00 -L- M Branch 22 264+00 -L- RT (1)Camp 0.0 6.0 2.0 1.6 160 500 1.84% 4.8 2.7 5.6 2.8 No No 269+00 -L- RT Branch 23 268+50 -L- LT (1)Camp 0.0 6.0 2.0 0.5 50 250 0.30% 1.5 1.0 1.9 1.1 No No 271+00 -L- LT Branch 23 271+00+ -L- M (1)Camp 0.0 8.0 6.0 0.1 10 40 0.30% 0.3 0.6 0.4 0.6 No No 271+40 -L- M Branch Z3 2gg+00+ -L- RT (1)Camp 0.0 6.0 2.0 0.7 70 200 0.30% 2.1 1.1 2.7 1.2 No No 271+00 -L- RT Branch 23 271+40 -L- RT (1)Camp 0.0 6.0 2.0 0.9 90 310 0.30% 2.7 1.2 3.5 1.3 No No 274+50 -L- RT Branch 23 271+40 -L- M (1)Camp 0.0 8.0 6.0 0.7 70 310 0.82% 2.1 1.4 2.7 1.5 No No 274+50 -L- M Branch 23 271+40 -L- LT (1)Camp 0.0 6.0 6.0 0.7 70 510 1.14% 2.1 1.8 2.7 1.9 No No 276+50 -L- LT Branch z3 274+50 -L- M (1)Camp 0.0 8.0 6.0 0.6 55 250 1.14% 1.8 1.7 2.3 1.8 No No 277+00 -L- M Branch Additional Comments �j���q��,�y North Carolina Department of Transportation ,_. $� �1(�Ci�.13r'�c"�tPT', 1 � -, , .. . Highway Stormwater Program �<,�_ STORMWATER MANAGEMENT PLAN �. (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721B County(ies): Wake Page 4 of 12 Swales Station & Coordinates SurFace Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft (H:1) (H:1) (ac ft ft % cfs fps) cfs fps) Used Buffer Rules? 23 274+50 -L- RT (1)Camp 0.0 6.0 2.0 0.6 60 250 0.34% 1.8 1.1 2.3 1.2 No No 277+00 -L- RT Branch 23 277+00 -L- RT (1)Camp 0.0 6.0 2.0 0.4 40 200 0.30% 1.2 1.0 1.5 1.0 No No Z7g+00 -L- RT Branch 23 277+00 -L- M (1)Camp 0.0 8.0 6.0 0.7 65 295 0.30% 2.1 1.0 2.7 1.0 No No 27g+g5 -L- M Branch 24 279+g5 -L- M (1)Camp 0.0 8.0 6.0 0.3 30 205 0.30% 0.9 0.8 1.2 0.9 No No 2g2+00 -L- M Branch 24 2g4+50 -L- LT (1)Camp 0.0 6.0 6.0 1.0 100 500 1.75% 3.0 2.2 4.0 2.3 No No 2gg+50 -L- LT Branch 24 2g4+50 -L- RT (1)Camp 0.0 6.0 6.0 1.0 100 500 1.75% 3.0 2.2 4.0 2.3 No No Zgg+50 -L- RT Branch 24 2g4+50 -L- M (1)Camp 0.0 8.0 8.0 1.1 110 500 1.75% 3.3 2.1 4.2 2.2 No No 2gg+50 -L- M Branch 24 289+50 -L- LT (1)Camp 0.0 6.0 3.0 0.9 90 350 2.70% 2.7 2.6 3.5 2.8 No No 293+00 -L- LT Branch 24 289+50 -L- RT (1)Camp 0.0 6.0 3.0 0.6 60 350 2.70% 1.8 1.8 2.2 1.9 No No 293+00 -L- RT Branch 24 289+50 -L- M (1)Camp 0.0 8.0 8.0 1.2 120 350 2.70% 3.6 2.5 4.8 2.7 No No 293+00 -L- M Branch 26 305+50 -L- LT �3)Belis Lake 0.0 20.0 3.0 0.3 30 200 1.10% 0.9 1.1 1.3 1.3 No No 307+50 -L- LT 26 305+50 -L- LT �3)Bells Lake 0.0 10.0 20.0 0.4 40 200 1.10% 1.2 1.1 1.5 1.2 No No 307+50 -L- LT 26 305+50 -L- LT �3)Bells Lake 0.0 6.0 6.0 0.7 70 300 0.30% 2.1 1.9 2.7 2.0 No No 305+50 -L- LT 26 308+50 -L- LT �3)Belis Lake 0.0 6.0 6.0 0.5 50 200 0.30% 1.5 1.8 1.9 1.9 No No 310+50 -L- LT 26 307+50 -L- M �3)Belis Lake 0.0 8.0 8.0 0.5 45 190 1.39% 1.5 1.6 1.7 1.7 No No 309+40 -L- M 26 305+45 -L- RT �3)Bells Lake 0.0 6.0 6.0 0.9 90 455 1.39% 2.7 1.8 3.4 1.9 No No 310+00 -L- RT 27 310+50 -L- M �3)Bells Lake 0.0 8.0 8.0 1.2 120 625 1.39% 3.6 1.9 4.5 2.0 No No 316+25 -L- M 27 316+25 -L- M �3)Belis Lake 0.0 8.0 8.0 0.4 40 175 1.39% 1.2 1.5 1.4 1.5 No No 318+00 -L- M 27 318+00 -L- M �3)Bells Lake 0.0 8.0 8.0 0.8 80 400 1.39% 2.4 1.7 3.2 1.8 No No 322+00 -L- M Additional Comments �j���q��,�y North Carolina Department of Transportation � ��c�ii�:lsv_'��tf�i'', � , , .. . Highway Stormwater Program �;�; STORMWATER MANAGEMENT PLAN _- (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721B County(ies): Wake Page 5 of 12 Swales Station & Coordinates SurFace Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft (H:1 (H:1 ac ft ft % cfs) fps) cfs) (fps) Used Buffer Rules? 27 322+00 -L- M �3)Bells Lake 0.0 8.0 8.0 0.7 70 350 1.39% 2.1 1.0 2.9 0.9 No No 325+50 -L- M 28 325+50 -L- M �3)Bells Lake 0.0 8.0 8.0 1.0 100 400 0.97% 3.0 1.6 3.8 1.7 No No 329+50 -L- M 28 329+50 -L- M �3)Bells Lake 0.0 8.0 8.0 0.5 45 252 0.30% 1.5 0.9 1.9 0.9 No No 332+02 -L- M 28 332+02 -L- M �3)Bells Lake 0.0 8.0 8.0 0.5 50 163 0.30% 1.5 0.9 1.9 0.9 No No 333+65 -L- M 28 333+65 -L- M �3)Bells Lake 0.0 8.0 6.0 0.5 50 399 0.53% 1.5 1.1 1.8 1.2 No No 337+64 -L- m 28 335+00 -L- LT �3)Bells Lake 0.0 20.0 20.0 0.6 60 264 0.53% 1.8 0.9 2.2 1.0 No No 337+64 -L- LT 28 334+50 -L- RT �3)Bells Lake 0.0 12.0 3.0 0.6 60 317 0.53% 1.8 1.1 2.2 1.2 No No 337+67 -L- RT 29 355+00 -L- M (2)Middle 0.0 8.0 8.0 0.8 80 400 0.51% 2.4 1.2 2.9 1.3 No No 359+00 -L- M Creek 29 355+00 -L- LT (2)Middle 0.0 6.0 3.0 1.9 190 400 0.51% 5.7 1.7 7.3 1.8 No No 359+00 -L- LT Creek 29 355+00 -L- RT (2)Middle 0.0 6.0 3.0 1.5 150 400 0.51% 4.5 1.6 5.8 1.7 No No 359+00 -L- RT Creek 29 359+00 -L- M (2)Middle 0.0 8.0 8.0 0.5 50 200 0.51% 1.5 0.9 1.9 0.9 No No 361+00 -L- M Creek 29 359+00 -L- RT (2)Middle 0.0 6.0 3.0 0.3 30 200 0.51% 0.9 1.0 1.2 1.1 No No 361+00 -L- RT Creek 29 361+00 -L- M (2)Middle 0.0 8.0 8.0 0.6 60 250 0.51% 1.5 0.9 1.9 1.0 No No 363+50 -L- M Creek 29 363+50 -L- M (2)Middle 0.0 8.0 8.0 0.2 20 100 0.51% 0.6 0.8 0.8 0.9 No No 364+50 -L- M Creek 29 364+50 -L- M (2)Middle 0.0 8.0 8.0 0.5 50 250 0.39% 1.5 1.0 2.0 1.0 No No 367+00 -L- M Creek 30 367+00 -L- M (2)Middle 0.0 8.0 8.0 0.2 20 109 0.30% 0.6 0.7 0.8 0.7 No No 368+09 -L- M Creek 30 368+09 -L- M (2)Middle 0.0 8.0 8.0 0.2 20 91 0.30% 0.6 0.7 0.8 0.7 No No 369+00 -L- M Creek 29, 30 367+37 -L- LT (2)Middle 0.0 6.0 2.0 0.3 30 163 0.30% 0.9 1.0 1.2 1.1 No No 369+00 -L- LT Creek 30 369+00 -L- LT (2)Middle 0.0 6.0 2.0 0.7 70 370 0.32% 2.1 1.1 2.7 1.2 No No 372+70 -L- LT Creek Additional Comments �j���q��,�y North Carolina Department of Transportation � ��(�Ci�:lr�'��tf�i'', �` � -, , .. . Highway Stormwater Program �`��� STORMWATER MANAGEMENT PLAN ___ (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721B County(ies): Wake Page 6 of 12 Swales Station & Coordinates SurFace Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft (H:1 (H:1 ac ft ft % cfs fps) cfs) fps) Used Buffer Rules? 30 369+00 -L- M (2)Middle 0.0 8.0 8.0 0.6 60 475 0.32% 1.8 1.0 2.3 1.1 No No 373+75 -L- M Creek 30 370+00 -L- RT (2)Middle 0.0 18.0 18.0 0.4 40 375 0.68% 1.2 0.9 1.4 1.0 No No 373+75 -L- RT Creek 30 370+00 -L- RT (2)Middle 0.0 6.0 6.0 0.2 20 150 0.68% 0.6 1.0 0.8 1.1 No No 371+50 -L- RT Creek 30 371+50 -L- RT (2)Middle 0.0 6.0 6.0 0.3 30 280 1.20% 0.9 1.4 1.2 1.5 No No 374+30 -L- RT Creek 30 373+75 -L- LT (2)Middle 0.0 18.0 2.0 0.8 80 375 1.26% 2.4 1.6 3.2 1.7 No No 377+50 -L- LT Creek 30 373+75 -L- RT (2)Middle 0.0 4.0 18.0 0.5 50 375 1.26% 1.5 1.4 2.0 1.5 No No 377+50 -L- RT Creek 30 374+30 -L- RT (2)Middle 0.0 18.0 2.0 0.2 20 270 1.26% 0.6 1.2 0.8 1.3 No No 377+00 -L- RT Creek 30 377+50 -L- LT (2)Middle 0.0 6.0 2.0 0.8 80 350 1.26% 2.4 2.0 2.9 2.1 No No 381+00 -L- LT Creek 30 376+42 -L- M (2)Middle 0.0 8.0 8.0 0.2 20 108 0.30% 0.6 0.7 0.8 0.8 No No 377+50 -L- M Creek 30 377+50 -L- M (2)Middle 0.0 8.0 8.0 0.6 60 150 0.30% 1.8 0.9 2.3 1.0 No No 379+00 -L- M Creek 30 375+50 -L-RT (2)Middle 0.0 6.0 2.2 0.4 40 150 0.30% 1.3 1.0 1.5 1.1 No No 377+00 -L- RT Creek 30 377+00 -L- RT (2)Middle 0.0 6.0 2.2 0.4 40 200 0.30% 1.3 1.0 1.5 1.1 No No 379+00 -L- RT Creek Z8 5� 36+00 -Y8- (3)Bells Lake 0.0 6.0 2.0 1.2 120 550 0.30% 3.6 1.3 4.6 1.4 No No 41+50 -Y8- 31 379+00 -L- M (2)Middle 0.0 8.0 8.0 0.6 60 450 1.26% 1.8 1.6 2.9 1.8 No No 383+50 -L- M Creek 31 379+00 -L- RT (2)Middle 0.0 6.0 4.0 0.4 40 220 1.26% 1.1 1.5 1.4 1.6 No No 381+20 -L- RT Creek 31 381+20 -L- RT (2)Middle 0.0 6.0 4.0 0.4 40 30 1.26% 1.2 1.6 1.6 1.7 No No 381+50 -L- RT Creek 3� 381+50 -L- LT (2)Middle 0.0 6.0 3.0 0.5 48 300 0.30% 1.1 0.9 1.4 1.0 No 384+50 -L- LT Creek 31 389+50 -L- M (2)Middle 0.0 8.0 5.3 1.3 130 600 0.50% 3.6 1.4 4.6 1.5 395+50 -L- M Creek 31 389+50 -L- RT (2)Middle 0.0 6.0 4.0 0.4 41 150 0.50% 1.1 1.0 1.5 1.1 391+00 -�- RT Creek Additional Comments �j���q��,�y North Carolina Department of Transportation �s �i�ii,�.lsn'��tf'i'', � - , , .. ,, Highway Stormwater Program (` STORMWATER MANAGEMENT PLAN \"-_� - (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721B County(ies): Wake Page 7 of 12 Swales Station & Coordinates SurFace Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft (H:1 (H:1 ac ft ft % cfs) fps) cfs) fps) Used Buffer Rules? 3� 391+00 -L- RT (2)Middle 0.0 6.0 4.0 2.4 235 700 0.50% 5.4 1.6 7.0 1.7 395+00 -L- RT Creek 31 391+00 -L- RT (2)Middle 0.0 3.0 3.0 2.0 200 350 1.76% 4.7 2.8 6.0 3.0 394+50 -L- RT Creek 31 392+50 -L- LT (2)Middle 0.0 6.0 3.0 0.2 15 150 0.50% 0.3 0.8 0.4 0.9 394+00 -L- LT Creek 31 394+00 -L- LT (2)Middle 0.0 6.0 4.0 0.2 20 150 0.50% 0.5 0.9 0.6 0.9 395+50 -L-LT Creek 32 395+50 -L- LT (2)Middle 0.0 6.0 4.0 1.1 106 600 0.47% 2.4 1.3 2.9 1.4 401+50 -L- LT Creek 32 395+50 -L- M (2)Middle 0.0 8.0 5.3 0.4 44 200 0.47% 1.0 1.0 1.3 1.0 397+50 -L- M Creek 32 397+50 -L- M (2)Middle 0.0 8.0 5.3 0.4 36 150 0.26% 1.1 0.4 1.4 0.5 399+00 -L- M Creek 32 399+00 -L- M (2)Middle 0.0 20.0 15.0 0.2 16 100 0.10% 0.5 0.2 0.6 0.2 400+00 -L-M Creek 32 400+00 -L-M (2)Middle 0.0 20.0 4.3 0.2 18 100 0.11% 0.5 0.3 0.7 0.5 401+00 -L- M Creek 32 394+50 -L- RT (2)Middle 0.0 3.0 3.0 1.4 135 350 0.30% 3.5 1.3 4.5 1.4 395+00 -L- RT Creek 32 398+00 -L- RT (2)Middle 0.0 3.0 3.0 1.0 100 275 1.80% 2.5 2.4 3.2 2.6 400+75 -L- RT Creek 32 401+00 -L- M (2)Middle 0.0 20.0 5.0 0.3 30 250 0.38% 1.1 0.8 1.4 0.8 403+50 -L- M Creek 32 402+00 -L- RT (2)Middle 0.0 20.0 3.0 0.7 70 150 0.38% 2.4 1.0 3.0 1.0 403+50 -L- RT Creek 32 403+50 -L- RT (2)Middle 0.0 6.0 4.0 0.9 86 250 0.51% 2.0 1.3 2.5 1.4 406+00 -L- RT Creek 33 406+00 -L- RT (2)Middle 0.0 6.0 4.0 0.5 54 200 0.51% 1.2 1.1 1.6 1.2 408+00 -L- RT Creek 33 403+50 -L- M (2)Middle 0.0 8.0 5.3 1.0 98 450 0.51% 2.9 1.3 3.7 1.4 408+00 -L- M Creek 33 408+00 -L- M (2)Middle 0.0 8.0 5.7 1.0 98 450 0.51% 2.9 1.3 3.8 1.4 412+50 -L- M Creek 33 412+50 -L- M (2)Middle 0.0 8.0 7.2 0.8 77 350 0.51% 2.3 1.2 2.9 1.3 416+00 -L- M Creek 33 416+00 -L- M (2)Middle 0.0 8.0 7.7 0.8 78 210 0.30% 2.3 1.0 3.0 1.0 418+� 0 -L- M Creek Additional Comments �j���q��,�y North Carolina Department of Transportation t ��c�ii�:l�'��tf�i'', � -, , .. . Highway Stormwater Program �-�, �:. ;, STORMWATER MANAGEMENT PLAN _. (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721B County(ies): Wake Page 8 of 12 Swales Station & Coordinates SurFace Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects) Body (ft (H:1 (H:1 ac ft ft % cfs) fps) cfs) fps) Used Buffer Rules? 33 418+10 -L- M (2)Middle 0.0 7.7 8.0 0.9 88 155 0.50% 3.6 1.1 4.7 1.2 419+65 -L- M Creek 33 419+g5 -L- M (2)Middle 0.0 7.0 8.0 0.9 93 405 1.10% 2.8 1.7 3.6 1.8 423+70 -L- M Creek 34 423+70 -L- M (4)Mills 0.0 6.6 8.0 0.9 88 430 1.03% 2.6 1.6 3.4 1.7 428+00 -L- M Branch 35 428+00 -L- M (4)Mills 0.0 7.6 8.0 0.4 42 600 0.48% 1.2 1.0 1.6 1.1 434+00 -L- M Branch 35 437+00 -L- M (4)Mills 0.0 6.6 8.0 1.2 122 350 1.43% 3.6 2.0 4.7 2.1 440+50 -L- M Branch 35 440+50 -L- M (4)Mills 0.0 8.0 8.0 0.7 70 325 1.43% 2.1 1.7 2.6 1.8 443+75 -L- M Branch 36 443+75 -L- M (4)Mills 0.0 8.0 8.0 0.5 50 247 1.43% 1.5 1.6 1.8 1.6 446+22 -L- M Branch 36 446+2Q -L- M (4)Mills 0.0 8.0 8.0 1.5 150 703 1.43% 4.5 2.1 5.8 2.2 453+25 -L- M Branch 36 453+25 -L- M (4)Mills 0.0 8.0 8.0 1.3 130 575 1.43% 3.9 2.0 5.1 2.1 459+00 -L- M Branch 3� 457+04 -L- LT (4)Mills 0.0 4.0 4.0 1.8 180 696 2.38% 5.4 2.6 6.8 2.8 464+00 -L- LT Branch 37 459+00 -L- M (4)Mills 0.0 8.0 8.0 1.4 140 600 1.43% 4.2 2.0 5.4 2.2 465+00 -L- M Branch 3� 464+00 -L- LT (4)Mills 0.0 4.0 4.0 0.9 90 152 2.38% 2.7 2.6 3.4 2.7 465+52 -L- LT Branch 3� 466+50 -L- LT (4)Mills 0.0 6.0 3.1 1.1 110 350 1.43% 3.3 2.2 4.4 2.3 470+00 -L- LT Branch 3� 465+00 -L- M (4)Mills 0.0 8.0 8.0 1.1 110 500 1.43% 2.8 1.8 3.5 1.9 470+00 -L- M Branch 3� 464+73 -L- RT (4)Mills 0.0 6.0 4.0 0.7 70 527 1.43% 1.8 1.8 2.4 2.0 470+00 -L- RT Branch 3� 470+00 -L- RT (4)Mills 0.0 6.0 4.0 1.3 130 303 1.43% 3.0 2.1 3.8 2.2 473+03 -L- RT Branch 3� 470+00 -L- M (4)Mills 0.0 9.8 9.8 0.7 70 237 1.43% 1.8 1.6 2.4 1.7 472+37 -L- M Branch 3� 470+00 -L- LT (4)Mills 0.0 6.0 4.0 0.9 90 240 1.43% 2.3 2.0 2.9 2.1 472+40 -L- LT Branch 3� 472+40 -L- LT (4)Mills 0.0 6.0 4.0 0.7 70 160 1.43% 1.8 1.8 2.3 2.0 474+p0 -L- LT Branch Additional Comments j-�i���,�,y�y. North Carolina Department of Transportation !`°��\ - - �:� /ersion 2.08; Released April 2078) WBS Element: 37673.1.TA2 TIP No.: R-2721 B Station & Coordinates Surface Base Front Sheet (Road and Non Road Water Width Slope No. Pro'ects Bod ft H:1 3� 474+p0 -L- LT (4)Mills 0.0 25.0 475+35 -L- LT Branch 3� 472+37 -L- M (4)Mills 0.0 25.0 474+50 -L- M Branch 3� 474+50 -L- M (4)Milis 0.0 25.0 475+50 -L- M Branch 3� 14+30 -Y13LPC- LT (4)Mills 0.0 25.0 475+50 -L- RT Branch 3� 475+50 -L- M (4)Mills 0.0 25.0 478+50 -L- M Branch 3� 478+50 -L- M (4)Mills 0.0 25.0 479+50 -L- M Branch 3� 478+10 -L- RT (4)Milis 0.0 6.0 480+00 -L- RT Branch 3� 479+50 -L- M (4)Mills 0.0 12.5 481+50 -L- M Branch 3� 481+50 -L- M (4)Mills 0.0 8.0 483+69 -L- M Branch 3� 480+00 -L- RT (4)Mills 0.0 6.0 482+50 -L- RT Branch 3� 482+50 -L- RT (4)Mills 0.0 6.0 483+69 -L- RT Branch 3� 482+50 -L- LT (4)Mills 0.0 6.0 483+69 -L- LT Branch 487+00-L- M (4)Mills 37 493+00 -L- M Branch 0.0 8.0 38 493+00 -L- M (4)Mills 0.0 8.0 498+23 -L- M Branch 38 493+00 -L- RT (4)Mills 0.0 4.1 498+00 -L- RT Branch 38 498+23 -L- M (4)Mills 0.0 8.0 500+00 -L- M Branch 38 498+00 -L- RT (4)Mills 0.0 4.0 500+00 -L- RT Branch 3� 26+00 -Y13RPB- RT (4)Mills 0.0 6.0 28+50 -Y13RPB- RT Branch 3� 28+50 -Y13RPB- RT (4)Mills 0.0 6.0 Back Slope H:7 3.0 8.8 4.9 3.0 4.6 7.8 4.0 12.5 8.0 4.0 4.0 4.0 8.0 8.0 4.1 8.0 4.0 4.0 4.0 Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS County(ies�: Wake Swales Drainage Recommended Actual Longitudinal Area Treatm't Length Length Slope ac ft ft % 0.9 90 135 1.43% 0.2 20 213 1.43% 0.2 20 100 1.43% 0.7 70 210 0.30% 0.3 30 300 1.43% 0.2 20 100 1.43% 0.4 40 190 1.43% 0.5 50 200 1.12% 1.3 130 550 0.30% 0.5 50 250 0.50% 0.5 50 119 0.30% 1.5 150 450 0.30% 1.5 150 600 1.38% 1.1 110 523 2.23% 0.5 50 500 1.62% 0.5 50 177 0.95% 0.2 20 200 0.95% 0.5 50 250 0.96% 1.7 170 350 1.80% Additional Comments Q2 cfs 2.3 0.7 0.6 1.8 1.0 0.7 1.0 1.4 4.0 1.2 1.5 4.4 4.4 3.3 1.6 1.2 0.7 0.9 4.2 V2 � 1.5 1.1 1.1 0.8 1.2 1.1 1.6 1.3 1.1 1.1 1.0 1.3 2.0 2.3 2.0 1.3 1.3 1.3 2.5 Q70 cfs 2.9 0.7 0.6 2.3 1.3 0.8 1.3 1.7 5.1 1.6 2.0 5.6 5.6 3.6 2.1 1.5 0.9 1.2 5.4 \�� 9 of 12 Rock BMP V10 Checks Associated w/ f s Used Buffer Rules? 1.6 1.1 1.1 0.9 1.3 1.1 1.7 1.3 1.2 1.2 1.0 1.4 2.2 2.3 2.1 1.3 1.4 1.4 2.6 �-�����,�,� North Carolina Department of Transportation � ti I.� �- ,,. ,", �I Highway Stormwater Program ���� STORMWATER MANAGEMENT PLAN /ersion 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721B County(ies): Wake Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope No. Projects Body ft H:1) H:1 (ac) ft ft % 3� 32+00 -Y13RPB- RT (4)Mills 0.0 6.0 4.0 1.7 170 390 2.00% 35+g0 -Y13RPB- RT Branch 37 21+58 -Y13RPC- LT (4)Mills 0.0 6.0 4.0 1.5 150 300 0.76% 23+50 -Y13RPC- LT Branch 3� 23+50 -Y13RPC- LT (4)Mills 0.0 6.0 4.0 0.6 60 310 0.76% 26+60 -Y13RPC- LT Branch 3� 29+50 -Y13RPC- LT (4)Mills 0.0 6.0 6.0 0.2 20 120 2.00% 30+70 -Y13RPC- LT Branch 3� 12+10 -Y13LPC- LT (4)Mills 0.0 3.0 3.0 1.2 120 540 2.00% 17+50 -Y13LPC- LT Branch 3� 17+50 -Y13LPC- LT (4)Mills 0.0 3.0 3.0 1.2 120 340 2.00% 20+g0 -Y13LPC- LT Branch 3� 21+70 -Y13LPC- RT (4)Mills 0.0 6.0 6.0 0.2 20 150 2.00% 23+20 -Y13LPC- RT Branch 3� 34+00 -Y13RPD- LT (4)Mills 0.0 6.0 6.0 0.4 40 250 2.96% 36+50 -Y13RPD- LT Branch 37 36+50 -Y13RPD- LT (4)Mills Q 0 6.0 6.0 0.2 20 150 2.70% 38+00 -Y13RPD- LT Branch 3� 36+50 -Y13RPD- RT (4)Mills 0.0 6.0 4.3 1.3 130 412 1.91% 40+62 -Y13RPD- RT Branch 3� 16+34 -Y13RPA- LT (4)Mills 0.0 4.0 4.0 1.8 180 214 1.58% 18+48 -Y13RPA- LT Branch 3� 19+50 -Y13RPA- LT (4)Mills 0.0 6.0 4.0 0.4 40 300 1.58% 22+50 -Y13RPA- LT Branch 37 21+00 -Y13RPA- RT (4)Mills Q 0 6.0 4.0 1.2 120 500 1.64% 26+00 -Y13RPA- RT Branch 3� 22+50 -Y13RPA- LT (4)Mills 0.0 6.0 4.0 0.6 60 350 3.87% 26+00 -Y13RPA- LT Branch 3� 26+00 -Y13RPA- RT (4)Mills 0.0 6.0 6.0 0.4 40 250 4.98% Zg+50 -Y13RPA- RT Branch 3� 28+50 -Y13RPA- RT (4)Mills 0.0 6.0 4.3 0.1 10 120 4.98% 2g+70 -Y13RPA- RT Branch 37 479+00 -L- LT (4)Mills Q 0 11.8 3.0 0.8 80 100 2.00% 480+00 -L- LT Branch 37 475+37 -L- LT (4)Mills Q 0 25.0 3.0 0.8 80 363 1.43% 479+00 -L- LT Branch 62 29+50 -Y13- LT (4)Mills 0.0 6.0 3.0 0.4 40 200 5.20% �1+.rifl -Y1:�- I T Branr.h Fjj��q�y��. North Carolina Department of Transportation Sl(�i"111wYj�?Pt' i � ,., .,.,,, Highway Stormwater Program Q2 cfs 4.3 3.7 1.5 0.7 2.7 2.7 0.7 1.2 0.7 4.1 4.5 1.1 3.5 1.5 0.9 0.4 1.2 2.6 1.1 V2 Fps 2.6 1.7 1.4 1.6 2.6 2.6 1.6 2.1 1.8 2.5 2.5 1.7 2.3 2.5 2.4 2.0 1.7 1.6 2.7 Q10 ;cfs 5.5 4.7 2.0 0.8 3.4 3.4 0.8 1.6 0.9 5.3 5.7 1.4 4.4 2.0 1.1 0.5 1.5 3.4 1.4 Rock BMP V10 Checks Associated w/ (fps Used Buffer Rules? 2.8 1.8 1.5 1.6 2.7 2.7 1.6 2.2 1.9 2.7 2.7 1.8 2.4 2.7 2.5 2.1 1.8 1.7 2.9 ��� STORMWATER MANAGEMENT PLAN __ (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 37673.1.TA2 TIP No.: R-2721B County(ies): Wake Page 11 of 12 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Projects Body ft H:1) H:1 (ac) ft ft % cfs (fps) (cfs (fps Used Buffer Rules? 62 29+gg -Y13- RT (4)Mills 0.0 6.0 4.0 0.5 50 52 3.66% 1.7 2.6 2.2 2.7 30+50 -Y13- RT Branch 62 32+00 -Y13- LT (4)Mills 0.0 6.0 6.0 0.3 30 200 5.24% 0.9 2.4 1.2 2.6 34+00 -Y13- LT Branch 62 32+35 -Y13- LT (4)Mills 0.0 6.0 6.0 0.6 60 141 5.24% 1.7 2.8 2.1 3.0 33+76 -Y13- LT Branch 62 36+00 -Y13- RT (4)Mills 0.0 6.0 4.0 0.7 70 270 3.42% 2.4 2.7 3.1 2.9 11+00 -Y13F- RT Branch 63 39+45 -Y13- RT (4)Mills 0.0 6.0 3.0 0.6 60 155 0.75% 1.6 1.4 2.0 1.5 41+00 -Y13- RT Branch 63 41+00 -Y13- RT (4)Mills 0.0 6.0 3.0 1.1 110 287 0.30% 2.7 1.2 3.5 1.2 42+17 -Y13- RT Branch 63 43+gg -Y13- RT (4)Mills 0.0 6.0 4.0 1.2 120 522 1.70% 3.6 2.3 4.6 2.5 49+00 -Y13- RT Branch 3� 58+00 -Y13- LT (4)Mills 0.0 6.0 4.0 0.7 70 226 0.90% 2.5 1.7 3.3 1.8 60+26 -Y13- LT Branch 64 65+38 -Y13- RT (4)Mills Q 0 6.0 6.0 0.5 50 376 0.30% 1.7 1.0 2.2 1.0 69+14 -Y13- RT Branch 64 67+00 -Y13- LT (4)Mills 0.0 6.0 4.0 0.8 80 200 0.30% 2.0 1.0 2.5 1.1 69+00 -Y13- LT Branch 64 69+65 -Y13- LT (4)Mills 0.0 6.0 4.0 1.8 180 250 0.73% 5.3 1.9 6.8 2.0 72+05 -Y13- LT Branch 64 72+05 -Y13- LT (4)Mills 0.0 6.0 4.0 2.4 240 322 2.56% 7.2 3.2 9.3 3.4 75+27 -Y13- LT Branch 64 69+71 -Y13- RT (4)Mills Q 0 6.0 6.0 0.7 70 279 1.59% 1.9 1.9 2.5 2.0 72+50 -Y13- RT Branch 65 21+50 -Y13A- RT (4)Mills 0.0 4.0 3.0 0.4 40 186 2.42% 1.1 2.1 1.4 2.3 23+36 -Y13A- RT Branch 65 21+50 -Y13A- LT (4)Mills 0.0 4.0 3.0 0.2 20 186 2.42% 0.4 1.7 0.5 1.8 23+36 -Y13A- LT Branch 34 24+50 -Y12A- RT (4)Mills 0.0 4.0 3.0 0.4 40 150 2.00% 1.0 1.9 1.3 2.1 26+00 -Y12A- RT Branch 35 17+Q5 -Y12- LT (4)Mills Q 0 6.0 2.0 0.4 40 105 0.30% 1.1 0.9 1.4 1.0 18+30 -Y12- LT Branch Additional Comments l� li�;�l��vaV North Carolina Department of Transportation ���� �.•' u,, S1c J�i111W$�=11 ( = � — � - ,,. _...,., Highway Stormwater Program ";, STORMWATER MANAGEMENT PLAN �''"""JJ (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: R-2721B County(ies): Wake Page 12 of 12 Preformed Scour Holes and Energy Dissipators a ion oor ma es rainage ipe ruc ure Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod T pe Riprap T pe ac Structure in cfs fps Buffer Rules? 2� 246+76 -L- RT (1)Camp Riprap Energy Class'B' 14.8 Pipe 36 44.2 1.6 N/A Branch Dissi ator Basin 30 382+24 -L- RT Riprap Energy Class I 29.1 Pipe 42 55.0 1.3 N/A Dissi ator Basin Additional Comments e er o e es anagemen rac ices o0 ox , an ar s, e e era ig way minis ra ion y rau ic ngineering ircu ar o. - , ir i ion, y rau ic esign o nergy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. N � N � ., � V W O � � � � ����� �� ����� �������� �������� �� �������� WAI�E CO U1�lTY PERMIT DRAWING SHEET 1 OF 69 LOCATI0IV: COMPLETE 540 — FROM WEST OF 11tC55 TO EAST OF HWY 40l TYPE OF WORK GRADING, DRAIIVAGE, PAVI11lG, AND STRUCTURES i ✓� ,�,. � 4 BEGIN TIP PROJECT R-2721 �—Ll— POT Sta. BEGIN CONSTRUCTION 22+50.00(BK)= —L— POT Sta. -Ll- STA. 10 + 00.00 10+00.00(AH) � SITE b � �� r�l =rr �l 6 NC 55 �BYPA55 � 7 _ 8 ST) � " � —Y3— � � (SUNSET �LAKE RD) � jj SITE 8 Ez; = 7 _ $_ SITE 9 ^ SR 386 (BELLS KE RD) SITE 10 � SITE 12 28 59 SITE 11 2 c�c 3 _ 3 �c B � SR 1405 5$ (RHODES RD) -Y�o- 58B 3 14 � HOLLY O SPRINGS SITE 13 SR 1301 �� 5 SITE 14 (SUNSET LAKE RD) Qs zo SITE 15 sRiisz �� SITE jb (HOLLY SPRINGS RD)/ R 1 POND RD) SITE 24 /�� \_ (LAKE WHEELER RD) SITE 19 SITE 23 DEER MEADOW DR �ARI� ��\ � ��7- ��� " (WEST LAKE RD) � k� 61 S oo� 36 � ,\ SITE 17 '� SITE 18 SITE 26 WETLAND AND SURFACE WATER IMPACTS PERMIT R-2721 B SITE 25— F� THIS PROJECT WITHIN THE MUNICIPAL BOUNDARIES OF, TOWiY OF CARY, TOWN OF APEX, TOW1V OF HOLLY SPRINGS, A1VD TOW1Y OF FUQUAY VARINA. —Y13—� US 407 THIS !S A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHAIVGES. CLEARING AND GRUBBING ON THIS PROJECT WILL BE METHOD I77. IM I� ! N �O •era erwts mtaecr s�teNce xa ��� R-2 721 srsre vaa.wu P.API(QI.N0. 6.407078 STP-5401191 18 �' '� ,�- s� 20 �� � �� ��' SR 1389 �� (PIERCE—OLIVE RD) ,� �o �5 ,� �2 SQ ,\ /y Z� ,\ ,� � DBBCR�PION PE � � Z -Yia- END TIP PROJECT R-2721 JLL R?S RD) END CONSTRUCTION SITE 22 -L- STA. 500+63.80 , To_ 3 —Y75— NORFOLK SOUTHERN RAILROAD INCOMPLETE II�LANS DO NOT U56 POR R/W ACUUISITION �oCUMENT NOT CONSIUERE� FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepa�ed Jn tl� Offlce of: HYDRAULICS EIYGINEER LO����� NC fIRM LICENSE No �-1148 ADT 2018 = 28,200 "�„� fa"va���WaY 1840 PLAZA PLACE,SUITE 404 �ECOLOGICAL s`"1e,°, RRLEIGH,NC ]]612 CTiy,NL2i51B 50' 25' 0 50' 100' ADT 2040 = 66,400 I,ENGTH ROADWAY TIA PROJECT R-272I = 9.529 Miles '°"'�"-"" - � ENcttvEsu�Nc c9�,� ,s� o9:y ��� gg��p�y c K-�2 % SUNGATE DESIGN GROUP P.A. e� �,�� PLANS D= 65 % I.ENGTH STRUCTURES =0.178 Miles �;��g;gr���a;'�Aa°�w=,n����R�,�,E�E���go � �S T= 11 %* TOTAL LENGTH TIP PROJECT R-2721 =9.351 Miles z018 STAND.9RD SPECIFICATIONS SfGNATURE: PE � '. 50' 25' 0 50' 100' V= 75 MPH Brian K. Eason, PE s � RIGHT OF WAY DATE. PROJECT ENGINEER ROADWAY DESIGN �A 0. * TTST = 7% DUAL 4% ENGINEER PROFILE (HORIZONTAL) February 18, 2020 �°.�p ��'�� Christina L. Yokeley, EI � �� �O� S� O �O� �IO' FUNC CLASS = PROJEC7 DESIGN ENGfXF.ER � pA�� INTERSTATE LETTIIVG DATE: PROFILE (VERTICAL) February 18, 2020 NCDOT CONTACT pE SlGNATl7R&: PROJECT REFERENCE NO. SHEET NO. � L O C H N E R R-2�2, 2, � H. W. LOCHNER, INC. WW SHEET NO. 2840 PLAZA PLACE,SUITE 202 ROADWAY DESIGN HYDRAULICS RALEIGH, NC 27612 ENGINEER ENGINEER �\ . NC Licanze � I1 Number F-0159 IOO� O� IOO� � I NCFIRMLICENSENo�.F-1148 � Si515E Cary Parkway � � �ECOLOGICAL Cary,NC2T518 PRELIMIN RY PLANS \ ENGINEERING (eie)ss��o9ze GRAPHIC SCALE DO NOT QSE FO CONSTRUCTION STREAM AU S� ,�'S K -.�,5-� �� � // �Sl�J � � DOCUMENT NOT GONSIDERED FINAL . mti ;: � � � UNLESS ALL SIGNATURES COMPLETED \ ' � �j5` \ 0� , ��s� � \ � PERMIT DRAWING O �,�,,�,� � 92 ��' ��S N et1 SHEET 2 OF 69 I � N ` g1 / � DENOTES FILL IN / WETLAND END TIP PRO ECT R-2721A � � ^ �� ,� "'v DENOTES IMPACTS IN DENOTES MECHAN�ZED BEGIN TIP PROJECT R-2721B SITE 1 I� ° � SURFACE WATER � CLEARING R Ir STA. 240 + 00.00 � TS II y�� � ' DENOTES TEMPORARY DENOTES EXCAVATION `. � IMPACTS IN SURFACE WATER � IN WETLAND 1 � «<- _ CL455 II RIP RAP 1 � ` CLASS B RIP RAP /EST 160 70N5 \ • � �� EST 3 TONS EST 245 GEOTE%TILE \ � �� ^ .-�I'�.9 L� E5T 11 SY ,� . m j � GEOTEXTILE \ � � � � `- ,: __ — __ _ — _ — _ _ TOE PROTECTION � � � �'�-� \/� _/ '� C - — — —. -- SEE DETAII 78 . '-- WETLAND AR TOE PROTEQ N ` ` SEE DETAIL 7 ��� —_-- , * - * .. . -� 1 �. ** . .. . . — — — �— �� - / - END SBG450 i *'�* *** � � _ 3 .' � �"' � � m � mN F F. Y �— F -----_--_—'—_— BEGIN SBG-55 -+ � F F /F � — _ �' m 3 . 1' p F � --_ — — m CAT-1 F F F f / F GREU TL-3 F ` P F O _ / F F F F U N N O N 4' R P-IIIJ F z F F F F F � N O F F wO � F - F F F F = �y O W � - p F W O F F� N� 2 'I'� 3C�.8'x10' R / F � F F N+ W(� F F � f 250'�0� W�ri Z N SYSTEM TIES WITH 30" RCP-III 30" RCP-III � �� F F � 24" RCP-III Z N J Q R2721A - F F J �t l UN m sF F F F UN � � V` H F � F F � F p �` � � �J � TOE PROTECTION 30" W/EL WS / F f F F F �C\ 9 4 J � SEE DETAIL 19 F F U� � � F F f - . BEGIN SBG F F F CAT-1 GREU TL-3 � +50 F F / _ F F END SBG+50 � F �\\\ _--_------- � � F � F . -- _� _—_._ _36�� � F ... _—_(i ' F F l _'_ —_ —___—� F _ F - _ " _____— ----------'_— -._,. . . � - �� CL45S II RIP RAP - * `�' * '� �` � '" �` ;µ * '%'�` iF 4 ' � — � EST 195 TONS �� � * �` * 'K �` * * 'K ,1 * E5T 215 GEOTE%TILE , 'µ �' +1� ;K * * * * * * * � \\ R C TS " 0 �LAND�AS \ � TOE PROTECTION W SEE DETAIL 18 LATERAI DITCH 0 `I_ C' W CLASS I RIP R,4P _1L' ENERGY DISSIPATOR SEE DETAIL 2B� � easw 1DE Y' �m —TDE— �2 - � /�� _;' � TDE _ J� � � �,= _ �� � m �� ( � ; _ �� INLET DETAIL OUTLET DETAIL I " � / _� 3 o e'xlo' RCBC MS NTS 3 c e'xlo' RCeC ti /' �. � � ' ti � �I NC / E%CAVATION / � . . � E%CAVATION \ EST 26 TONS / , � ' // � E5T 32 TONS / NGJ � 6 ___--N N -- `/_ i �� � /O1 � CLASS II RIP RAP FILL W/ W/GEOTEXTILE fTYP) CLA55 II / �/_ � � �� / �� p Cl/SS II RIP RAP FILL W/ CLA55 II THICKNESS = 2' RIP RAP -C � �� Q w/GEOTEXTILE ITYP) RIP RAP � � _ \�� /� THICKNESS = 2' CLA55 I RIP RAP LLASS II RIP fiAP � W/GEOTExTILE ITYP) w/GEOTE%TILE fTYP) THICKNE55 = I.5' THICKNESS = 2' �o � 0 O N 0 ~ O w� _ + N p, W M Z N J Q = N U � I J f .,.�1;' .. � \ j: %, � � � � - � / � f� � �_� �� ���� � � � � �I ����'� � � � 100' 0' 100' � � l ����—� 1 —��, �� , I I I \ .\ , _ . �� / �. � I I I I I GRAPHIC SCALE `\ 1\\ �\�Jf �i� I I II I � \ , _ � \( � ���, LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 Nu ber F NC FIRM LICENSE No�. F 1148 Si515E Cary Parkway ECOLOGICAL CaryNC2T518 ENGINEERING (eie)ss�o9ze I � � � j � �I � � ', � � STREAM � � ✓.���;' � �'� y� �' �s I�I', II� l i �i ; � �S/ \/,� I i � I � � I � ' ��' � �s,�� � v �� � � � ��'� ��� � 1 �� � � � _ / � �li � '.��i I��II � I m �' . . � ' �1 �I � � �, ���.li; , _ II I� II I I� II I I II II , I � �I� Illi ����' li�l ,I i li I �, � '�l �i3!!i'/3/A DENOTES IMPACTS IN CIIRFArF WATiG ��TDE� � �� ' . ' � � � � � / '�( ; , � , � '� �L , ��� ;1 ' f � V � �� `� i ( ` \ ,; � �!�� �,� �/ �,��, ��, , - �� ; , � �, _, , , ; ' `\ �� , ,` ,� ,, ,: � ' '' / �� . .� � � �� ` �/ ��, J �/ �� �. '� � �- �� I ��1,��: � i � /�, ; , � �-- i��,�� �l!, � w� PROJECT REFERENCE NO. SHEET NO. R-2721 21 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN.9�RY PLANS DO NOT QSE FOI� CONSTRUCTION DOCUMENT NOT GONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � DENOTES FILL IN WETLAND � DENOTES MECHAN�ZED CLEARING �-�� -'s - � -. � � � ULi� � \\ ` � �I \\� \ � . � ) � ,� ���� �-,� �-� �- � � �;��� /���.�r�� , � j �_� � . � ,' � i� ,/-� -''- , � ,��;��j � - , � , � �� ,;� : ,,J�� �� N � N � ~ O wo _ -I- N N W � Z N J Q = N U � I J . �. . ... . . �... . ... . . Ou 5 10 PROJ.REFERENCE NO. SHEET NO. _ ■ ..TTI R-2721 X-156 370 _ __ -_ 100 90 80 70 60 50 40 30 20 10 0 10 370 290 280 270 260 250 240 230 220 210 200 190 180 170 760 150 740 130 120 110 PERMIT DRAWING o.020 0.020 � - - � � F- a: i e ,� � � I �� , 3so :, �: SITE 1RW TLANDI�AS STREAM AJ � ,_,, SHEET 3 OF 69 _� ,��111-�,a,_I'' � 36 .45 3so i ;, i, - STATION 245 + 50 —L— � _ - — , , � : � _ m i i yT .�i � � i�I_ - r i y.-r � J - til -i . . .. ... . . . . . . . _ . . _ _ _ . �.�i .. �7_.__ : .� . . . .. . . . . . . .. . . 350 :_:: r i� i�=i i T._- ___ �_� i_i=- —i�r �- �L,. IMPACT IN SURFACE WATER ,y�� � -�_ =- - ,� L_ FILL IN WETLAND 350 _����i1 �i��l��l , � � I � �_ I �I,�� �;���" t �r —I, ' : �� ; r� _ _ � - -� N I (!1 i I -----------------,. 340 340 �---------------- �'------------------_�_— -- --- r— --------- --.—___1_ -- --------- --- --- ------ -- --- .2T -- � �` — -- �� 245 + 50.00 , . � �� � ,, � , , , __ �� _ � � 330 ' ' I' _ �_ I 1�1-1 I- , ; - - � , �� ___ r� � _ . , i � � -, �r I I ,, k � � i � . 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R-2721 23 H. W. LOCHNER, INC. WW SHEET NO. 2840 PLAZA PLACE,SUITE 202 ROADWAY DESIGN HYDRAULICS RALEIGH, NC 27612 ENGINEER ENGINEER NC Licanze Number F-0159 NC FIRM LICGNSE No�. I'�1148 i1515C Cary Parkway �ECOLOG[CAL s°"°,°` pRELIMIN RY PLANS �—'CNGINEERING ( i47ssinvis DO NOT QSE FO CONSTRUCTION PERMIT DRAWING SHEET 6 OF 69 �DENOTES IMPACTS IN DOCUMENT NOT GONSIDERED FINAL SURFACE WATER UNLESS ALL SIGNATURES COMPLETED (PON�) /i ���� �� PO N D D-�°�SA r-�� , � �`-� `: N 0 W O _ + N � W � Z N 2� VN � � < � � ; a _' a L O C H N E R PROJECT REFERENCE NO SHEEf NO. R-2721 23 � H. W. LOCHNER, INC. WW SHEET NO. � 2840 PLAZA PLACE,SUITE 202 ROADWAY DESIGN HYDRAULICS / / �' � / / i �� _ ' I \� I � . � - .� �/.. ' � � � �-- � �� � .� -� - �l I I I` I � RALEIGH, NC 27612 ENGINEER ENGINEER -� ._'i � ,� / ,����� J —� ` � \ r �� / i _i' - ! `� \. � I , 1 I I I J I ' NC Lican - ���� �� - — qi_ � � � / i'���� �� , �. � � I :- N b F-0159 ,�.�-� _ � � � �I � ( �. < . � � � I �� � `�V �. ��`.. 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POND MUCK SHALL BE REMOVED Tq� A DEPTH DEfERMINED BY THE FNGINEER AND/ ' DISPOSED OF IN ACCORDANCE WITH THE "GJASTE � AND BORROW SOURCES" SPECIAL PROVISION. , ' REMOVED MUCK SHALL BE REPLACED WIT� A SUITABLE MATERIAL APPROVED BY THE EN INEER TO SUPPORT THE INSTALLATION OF PRO OSED f RIP RAP LINED CHANNELS. � � �� � ��� :f � �� , l / y / / \ � / / / r 100' 0' 100 � I / � /�W (�� GRAPHIC SCALE � � / � )S / )5 � � �„ ti� 101 / � c�� J W � � :, ��� � l � . \' `3 � � � � �c � � � � — . �� f `— �I Il j5� / \ ��� � �4 / m~ ��-� ' \\ _- � %I s I \ �'� _� l I � / I� � � i ' � tim ; ; 1 � � �� I ; I I � 96 �c �/? � � � ' ,' � �I i �. � � � LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 NC L Number F NC FIRM LICGNSE No�. I'�1148 1151 SE Cary Parkway �ECOLOG[CAL �Ty''N�z�s�h —�CNGINEERING (�is7ss�-n9zs PROJECT REFERENCE NO. SHEET NO. R-2721 24 R/W SHEET NO. 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Z J Q = N V � � L O C H N E R PROJECT REFERENCE NO SHEEf NO. R-2721 27 H. W. LOCHNER, INC. WW SHEET NO. 2840 PLAZA PLACE,SUITE 202 ROADWAY DESIGN HYDRAULICS \ RALEIGH, NC 27612 100' O' 100' / � ` ENGINEER ENGINEER NC Licanze P E RM I T D RAW I N G � / Number F-0159 `I / NC FIRM LICGNSE No�. I'�1148 ]L � 1151 SE Cary Parkway S H E ET � SA O F 6 9 � � � � � B� � � �ECOLOG[CAL s°""°` PRELIMIN RY PLANS GRAPHIC SCALE \ � � :.,ry,NczislH � CNGINEERING (�is7ss�-nezs DO NOT QSE FO CONSTRUCTION DENOTES FILL IN � , �� , � WETLAND r� �- ( _ � , �' � � � � / � DENOTES MECHANIZED � . �, 1 � CLEARING 1 � ♦ �'u i/ � % � I � r / � � � � { � � � �� � � DOCUMENT NOT GONSIDERED FINAL / / J /{�� /� DENOTES IMPACTS W � � � � �` �� UNLESS ALL SIGNATURES COMPLETED {� �, {�' / � ` Ir \ �l 1 � / � SURFACE WATER � � \ 1` � �\� l� l � I\�;�'. 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SHEET NO. _ ■ ..TTI R-2721 X-201 290 2$0 270 260 250 240 230 220 210 200 190 180 170 76Q 150 740 130 120 110 100 40 0, T,0 6.0 50 40 30 20 10 0 10 _ _ _ _— � �_ � PERMIT DRAWING � � � , , �, - ;I'�� -� � , ,_ _ � , ��, ��, - , � � -, , � ,, ;-: � , � � �� � , _:,_ _ ,, , , ,, , -�- -- --- _ _� �_ SHEET 18 OF 69 � -� � - - - - - -- - - - il �_i_ L .. 1_�I I -�- � � � y_� _�� �y � � L � � _ L . i_1 � �_ _�i_ � _ �� �� I � � : � -_� i �] i� _ . � ! iL . ' 71 � � - ��'-'--� . 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I .. _ � _ i . i . j �. �r CROSS—SECTION H—H LT _ —�- ' I � � _ � � _ _ I, , � -�- .� , = � , � ' ; , � �� � � �k �� _ — � �_ � , ,- , � � _ � � � a�--- � i � -�� i�l i� ,� ���i�; _� - - I ,_ �_ I �. 3-r : i �� _�- , s i �, � L___: _ i �� � � _-E � r '- �_ � �, - �� - i_ _ �_ � -3�� I --� � � �_ SITE 6, WETLAN D BE - - � , - +- � = �� �,- _ � � �, _� _ � � � �� �� ; _ � �L� - - I _ , _ -=-= _- , - -- - � - � 11 t � � ,___ i .� � � �_� � � ��� � _ _, �,�__� �_ �- m , � i I m i � '� � ' . � - '' -- � i ; 'r 1�- STATION 331 + 00 —L— �_�tk T �- - � �- +� ++ � �� , ,! � J �, � , � � � � �-� —� ; T,,-; �--�,- - � ;, ,;-; � � � �:,- � � �- � � i 900 � � � � __� '� I I ' I �: - I � �� �1_ = 1?-i S I �7. � � r� L'---- C I 7S i 1?_l � F -- -- � � ' 3 3�,1 ----------------------- 390 --_--------------=--------------- - � � �, -- , ---���,'� --------- , 385.9 3ao ; , �� '-� '�� � �. :..i �,i I I �,'!, 'I.I I.i.'j ' � , , j ': ; i 'II I _. �; , �� � � �� �_u �� � � �_ �� �_� � � �_ _ _ _ -_. _ -_� u _ � i ;_ � ! ' :. � � _ : � �` �� t � _ t � L = - `� � Lt t; � = t=r _ _ _ Tt 290 280 270 260 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 40 80 8:7 7.5 = FILL IN WETLAND 39p = --- -------------------- 3 .35"--- _ � 331 + 00.00 3eo ; D BE ; � WETLAND BE� _L- Ll ZO 60 50 40 30 20 10 0 10 � 10 �� u� �I i I!i=X! �T ' �� ir 4/0 10 20 30 40 50 60 7A 0 90 100 110 120 130 740 150 160 17, -_ .__� i,' ',''; PERMIT DRAWING ��'��'�� � rt _- I i ; : - �I' - ,'I , , - � � � _ SHEET 22 OF 69 i i i ii- � ��� �� � i � i i -- ' - ! �. _ i L _ ' _ _ L ...1 � �-' " j' --� i ��i. � =i . 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NGJ CLAS pI EIP RAP CLA55 IIRIP RAP WHICKNESSX7I�.E'ITYPI WHICKNESSTILZITYPI - 5 TES ��� L � t - _ J �'� ' � �� 1�- �3 � � � �� , � . ;� o \ . /�, _. ��( — � Q N p W p W + N �f'1 � M _� u `" � J i POT Sta.12f0/JO = 93'4/'0/.43' OUTLET DETAIL iE5 NTS EXCAVATION = 22 CY I 0 6' x 8' RCBC 2 � _ _ , NGJ � l � IDO' G' Ii�O' GRAPHIC SCALE � LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 PERMIT DRAWING N� berF NC FIRM LICGNSE No�. I'�1148 1151 SE Cary Parkway S H E ET 2 7 O F 6 9 � scoLoc�cA� �Try°�� z�s�� �CNGINEERING (�is]ss�-nezs �DENOTES IMPACTS IN � DENOTES FILL IN SURFACE WATER WETLAND DENOTES TEMPORARY DENOTES MECHANIZED IMPACTS IN SURFACE WATER CLEARING DENOTES TEMPORARY DENOTES EXCAVATION FILL IN WETLAND IN WETLAND _ �� ,:, 13 � '\ o ' "�� \� ' �. ��; � \� �� � � � \� � ', � � _-�`-Y9- PC Sta. !l t38J4 O \� \ � \� ,, � � ,\ - �� � /\ � �\\ �\ �, �� � � � � � ���� �� ; X R \ ,.��'������� £`�' \�� � � r�'f� _ � i —Y9- PT ris• ecr-m ��� �<� �'��t Sta. /6+55.65 � bl� � � � . K � . 1 tE C �' • J � � �_ � I _- _ , __a-_, � . :� � � ���i _ _. i, �, ' ; f -L- PO7 I � o � � ' rBRPA- f 7/AO' LT � � -Y9- PC SYo. l4t .q6 - % -- _�_� = _. �' L_._----� L� �' 1�� ___ -- _ C�j. � .359t8833 C WETLAND BG � C �'� � — _ — — — —,-� _ _ F , � � SITE 8I " PROJECT REFERENCE NO. SHEET NO. R-2721 29 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN.9�RY PLANS DO NOT QSE FOI� CONSTRUCTION DOCUMENT NOT GONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I SITE 9 ��� . ,. — �m _ isj�__ _ ��\ � --`''� � `���� .O— .�RCP-ii� � - _ — . . __= ____-- 1' ��l_ N _ _ — — � — � �"E"����— WETLAND�� --�_— — � � '� � `/ I I � U �� __ ,=��� -------- _ �-- ,: - ,���������� I � /� * ** * � � - .a—i----- _ '�/ . rn � l. ** # *# * _ — �/ .. . � W * *y� *y� ** _ � � ** ** #� ***** _— 11 , , , �'� - ** ** * ** ** * * m � ` � � "� **� *** * � � '� \ Y � `� � � R� o� 13 ** ***** * ** *. � 134 *�� ** ** * __,` * * ** ** * ._ . . — \ W O ** Y` * # * * �k # ►�9�` . i 1 � � � :J �.: � . �F � � O I �, * . - i�� %%��� � ��� / � / � � „ 13 y� O .' \ 4\ � \ � _TDE� ...-- �.:�� �- �.� `� . _. . . � � i F E �t � j_ / �. � i R - � t�' _ _ G� , J t` 3 _ GQ,E — -R 13 STREAM AU � INLET DETAIL NTS EXCAVATION = 25 CY 1 a 6' x 8' RCBC / ? NGJ CLA55 IRIP RAP CLA55 IIRIP RAP W/ GEOTEXiI�.E'ITYPI WHICKNESST� 2�TYP� THICKNESS - 5 TES OUTLET DETAIL iE5 NTS EXCAVATION = 22 CY I 0 6' x 8' RCBC 2 ti -= � NGJ � l � CLA55 IRIP RAP LLA5E5p7IEIRIP RAP THICKNESSx=�15'�TYP� THICKNESSTILE(TYI 2 a0 0 N p W p W + N � �M' _� U `" � J 1 a POT Sta.12f0/JO = 93'4/'0/.43' LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH. NC 27612 "�° °' '°° PERMIT DRAWING �RAPH,� S�A�E S H E ET 2 7A O F 69 ��N�IN�EE[RING �DENOTES IMPACTS IN � DENOTES FILL IN SURFACE WATER WETLAND I DENOTES TEMPORARY DENOTES MECHANIZED I ; � IMPACTS IN SURFACE WATER � CLEARING \ I� DENOTES TEMPORARY DENOTES EXCAVATION h 13 � rJ `� I \ � FILL IN WETLAND � IN WETLAND ti �w ��!��✓�, �t \\� , 13 _��� I . '- — � II I � _�_ � �' rBl ��RCR-�II LT V . '�-�'"r=-�-� 1�"G"11�- � ,�,��— - ..— .359t8833 � \ �i i i �� C � , , � I ;�l � I ��1 ,: ) I ; �, � r I �, � WETLAND BG� �, �l -- ----�� r ; - -- NC L Number F NC FIRM LICGNSE No�. 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SHEET NO. ■ ..TTI R-2721 X-517 , 420 10 0 10 2�0 30 40 50 60 7A i 0 D C90 100 110 120 130 740 150 160 17,0 180 190 200 210 220 230 240 250 260 270 280 290 I _� �_ 420 _ I- � ,- r�RMIT DRAWING � - , � �� � , , ------------ _. � , , _ -------- SHEET 37 OF 69 , ----- ___-- --------------- 4/0 — __----- _ _ _ 4/0 •1 6.5 3:1 -----�-----4.�59---------- -- __ _ ._� - - -- ��� � I � r � I� -� i I� I�_ I I� ; � 4 �; I - �I I ~ I 9 - _ _ �__. � L - 1 �_ � � � -� '- i y i �� _ I , -� _� _ = -- -- - a:r-�-- �- - -� � � � -� �o �I � � � ' � � � � � � -- I ����� I� � - - � � 4� �7-,—'— ` 9r _ � u - ; �� `_ ! � �, �I -- � � ��_� �_ � �_ � . : : �-� � -' � -� � �--- -�� �_ `700 ---�0 .06 — 401.00 : � I I ��1� � ' �' � t I�� r. : I L � I � _:. 900 ' 389 + 50.00 �„ � � CROSS—SECTION N—N RT � = ��_ � : _ SITE 11, STREAM AW ' - , � � � � , `' _' —, - � - � � I _ � . _� __ I, i i i i, � � - � -L L � � � � � � �ao �_,, �� � � � i,_ �_� � �� � � 4, �� k7 �;� ri�- rt„ r �._ �--,-- STATI O N 3 89 + 00 —L— �a° ' � IMPACT IN SURFACE WATER , -� _', � � �� I� �I-'�I' , �� , - - r � — ------------ � � '� � � � - --- � � -- --�- �i ' ---------- 4/0 ,- � ; � --------------- 4I0 --- --- 0.047 _ �� �1 � 6.765�r -- _ 0.047 _-I`�___---- --------_ --' � ��� � I• I � ` il� i i' ;, I' i l l;;:i II� � i l;� 1 i l �� F l i i ' j � i i i i i_ i L i 40 .97 --fr.fi '�'� - - � ' � �t -T 400 401.15 ' � � � � � � �� �� � '�� � � � �� � � � � �'��� � 900 I i i `: i �. _ i r I -- r ��: - i � 7=r- . ; � r-_ � i:_,-_i : r I - I ' �. _ -- _ I ��r � i � � -- � � � � � � � � �� � � � � - �_ = i �� �_ _ , i � r i i �� ��. � 389 + 00.00 __ , STREA/v1 AW - _ _ ' � _ i -- - _ -- r � — �-r i ' - : - - - - - - - -- �-_�- � _ r - _ i _. _ . ,_. ; ;, i��� _;. , ,. ,i� i � ii i � ; ; , � - , ; ; , ,;. , � .. .... �� � ; . 5j�% �. ; .. �..... . t i f_...:� : � . . , i i .... ... ... ..{. 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"%� � / \ � / /_/t3 '' �) \ / � � / "' f;} � � (�% .. t,, � / �r / % �� � Q �3 i� /��/� � Q � � � / / � \ �.. � �' Q� Q i / �nr� �^% �i �"`�� � nN, ' �� �� t� / ,�v ¢ .I ' �3 � � 4 �� �, / ti� Q / � �, Q Q I � Q �. � , _ / ��` � � e Q ! �� � c� � ; Q 4 � j � /..,� / � `�� =` ( � � -L e < -- 1 r Q L R C �_ ----_ '-��i".r�.''�" . �_.—__._---� �T-1___—_—'-- \ _ N Q M � W � W � _ + N r W � Z� = r N � J i �i SITE 13 �"���i;+—� _�� :� �177 � SITE 14 '' � �� POND I ra �*�*x*� * * * ** * � � *******�. * ���', L O C H N E R PROJECT REFERENCE NO SHEEf NO. R-2721 33 H. W. LOCHNER, INC. WW SHEET NO. 2840 PLAZA PLACE,SUITE 202 ROADWAY DESIGN HYDRAULICS RALEIGH, NC 27612 ENGINEER ENGINEER PERMIT DRAWING N` LCe�Se Number F-0159 NC FIRM LICGNSE No�. I'�1148 SHEET 38 OF 69 �scoLoc�cA� "_'��`"""`"�'�� s,�""u` pRELIMIN RY PLANS -�CNGINEERING (ii4jss�n9is DO NOT QSE FO CONSTRUCTION DENOTES TEMPORARY F DENOTES FILL IN IMPACTS IN $URFACE WATER `NETLAND �DENOTES IMPACTS IN DENOTES MECHANIZED SURFACE WATER CLEARING DENOTES IMPACTS IN DOCUMENT NOT GONSIDERED FINAL � � SURFACE WATER � DENOTES EXCAVATION (POND� IN WETL4ND UNLESS ALL SIGNATURES COMPLETED DENOTES TEMPORARY��Ip' 0' 100' FILL IN WETLAND �� POND TO BE DRAINED �� h � .c ii n�r . �� GREU TL-3S SITE 15 BEGIN C011iSTRUCTION —Y12.�A— STA.10 + 50.00 ---_----_ �, `�— ` ` ���,, 15" RCP-III �. �� � ----1--_--'__� RCP-III � I CAi-1 LJ ��--_-------- __— \ \CAT-1 1/`� � -- � �_a2:_� � �% � � rs � ETLAN� BN (1) ,�y, � �`y er � � � �s� �\ � � ��.. � 1\ � \IA �B N � �\ m �\ INLET DETAIL OUTLET DETAIL p �� 'y NTs I � � 1 � J I 0 7' x 8' RCBC NTS I a 7' x 8' RCBC I �� / E%CAVATION 1 EST %% TONS \ \�, NC� E%CAVATION V NC� EST 7 TONS � \ , p � \ � .g� LA55 II RIP RAP ,.(� 5p ti• LAS IIRIP RdP p W/ GEOTEXTILE (TYP) %AGEOTEXTR�EP(TYPI THICKNESS%TIZE ITYP) W�ACEOTE%TIRLEPRYPI THICKNE55 = 2' `� > HICKNE55 - 5 THICKNE55 = L5' � � � \ M O ~ O W O 2+ No W N Z� J = N � � J � -- + �� � � I � ,���� , � RQND SHALL BE DRAINED IN ACCORDANCE WITH - , � THE "POND DR4INAGE PLAN REQUIREMENT" SPECIAL . �PROVISIpN. POND MUCK SHALL BE REMOVED TO �� A DEPI'H DETERMINED BY THE ENGINEER AND -'� . � DISPOSED Of IN ACCORDANCE WITH TFIE�"WASTE �—� AND BORROW SOURCES" SPECIAL PROVISION. � REMOVED MUCK SHALL 8E REPLACED WITH A SUITABLE MP,TERIAI APPROVEO BY THE ENGINEER '1 L '� 7'� TO SUPPORT THf INSTALLATION OF PROPOSED j.'� RIP RAP LINE� CHANNELS. —�� � Y �� '� \ —� . . . � ' . , ' � �� � JS \, ''' � ���/ . � � : � �:_ �, �, ;. ,�� � � � �/�^J� � (J���j �.,�� Q (�� � � � '`.! j//.�� � (;} � �i �',. � �� .� - � j � � Q _ -_{3 -_ , � ���3 .{� � ( � / 'v / � \ -�����/; �� C�1 �� �� � N � ��-� �: / / a �I ��� ' J �0 Q _ ������ ' �y� �Y� . � � � � � ��s , �, Q Q I � � � . '; — ��� �, � Q Q �� _ �� �. � / � Q �;� _— � , ,, � � _'� � / � _� e � �� ��� � �� A < "� ' i � - Q %C� � �� � � R � — N Q M � W � W � _ + N r W � z � = r N � J a � '�' / -----------_-- ------ CAT-1 _ SITE 13 j// � � � \ ,.._� �, _ WETLAND BK � � SITE 14 ''�� � \\ � \\\\ � \ \`�'�\ L � \ \ ,, \ \ I�1 ,,\ ` �.--,j �\ \�\` \� \ \ �\�\ I �l , �\\ , ��`� c .,\ � \� �.. � \ \, .,\ . . . .. . . � �177 NTS I n 7' x 8' RCBC E%CAVATION EST %% TONS NC� i ti• LASS IIRIP RdP I.AS I IP R P W/ GEpTE%TILE uirv�ig �XTIL�,(TYPI THICKNESS = 2' (`^ ` Il � \-. ';:` L O C H N E R PROJECT REFERENCE NO SHEEf NO. R-2721 33 H. W. LOCHNER, INC. WW SHEET NO. 2840 PLAZA PLACE,SUITE 202 ROADWAY DESIGN HYDRAULICS RALEIGH, NC 27612 ENGINEER ENGINEER PERMIT DRAWING N` LCe�Se N mber F-0159 NCFIRMLICGN ENo�.I 1148 SHEET 38A OF 69 �ECOLOG[CAL 1515""` "Wdy s ' ` PRELIMIN RY PLANS ry NLL S1H � CNGINEERING C��-] s» as DO NOT QSE FO CONSTRUCTION DENOTES TEMPORARY F DENOTES FILL IN IMPACTS IN $URFACE WATER `NETLAND �DENOTES IMPACTS IN DENOTES MECHANIZED SURFACE WATER CLEARING �� DENOTES IMPACTS IN DOCUMENT NOT GONSIDERED FINAL � � SURFACE WATER � DENOTES EXCAVATION I '��---� . (POND� IN WETL4ND UNLESS ALL SIGNATURES COMPLETED POND II � � DENOTES TEMPORARY��Ip' 0' 100' FILL IN WETLAND I �, �� \ ` ro `�s DR�NED BE — �� _� ¢ � / I Q Q 1 � � � � e � a ¢ ? e Q Q Q ���m � . ****** *`��`_ ,� ***�.* ���, GREU TL-3S SITE 15 '�00.00 , BE I'N 11i TR TI N G CO S UC O STA.10 + `_ ._---` __`;,_,, 15" RCP-III �;. � rI� - �� ----1------ - RCP-III ���,i,� �������1 � � � � a���c ��4�t,'z�,:h-r�,�,.7;c� - � � �,� 1 �� �i���., �p, I����:���'�i��`��� � `'—BZ : _� 1 ` � l �\ � =TLAN� BN (1) \ �� er � � � � � \ rr\ � \l, , �, � ���� � � � � OUTLET DETAIL �' � �' NTS � p �� x 8' RCBC � / NC�E%CAVATION EST 7 TONS ,�; .g� LA55 II RIP RAP CLASS IRIP RAP W� GEOTEXTILE � W/ CEOTE%TILE RYP) THICKNE55 = 2' THICKNESS = L5' \ \1 � 7 V� \ - , �,) �� "/ <:. 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I T_ I . r �- � � � � �� i i I I �.: � 'I� - i _ _ i I-r I Trl�- �_ �... �_ ' i� . . Ti- i r � i n i i��--r i �� i . I -� � .- .._I-' i-r i; ii i �F n r._; i L_ �-- - �=� �:- -�rt ;-i � _ 380 0.020 0.020 .009 $:, P ' � � 370 37 .49 � -- _ '�-'r _� i _ - T-= I ���� ;; I ;--�� j- �- -- -� � I I '� � I , � � � I� -� #�-_ _ � _ . 360 � - . ; 1 '�,I IMPACT IN SURFACE WATER (POND) _ I I _1 � � 350 � -; � _ - -- - '' - -- I..— I _ L'.. � .��-� ii - i_ �� . � i L .__ . .. �_ - �._ � � � �'�_ �. �_ � �_ _ � �- -i � a�_ 1 � 1 �' 1 , �_ , _� , _ � � �__ ��� ���_-_-��-�-� �� � � t_ _ - - - i � �, � �-�- ���-- � � �, �-� ' -- � - -� �--1-- F�, , � -� �' ,-;- ---�, = = �, - -- ' --, _ _ _. 390 _.___. _. �1 �=- ���F � - � --_____�_`_ __ 330 - u -- 32 .38-'-- � t - L II '��� t F= � POND K — - - �_- 463 + 00.00 320 � t-- - �, � i-- i -�ri i��- �'F� �iir::' f I�ili�-1 I-����.�F. I��: � , �-- �-'= =._� _� ' 3/0 -L - LT 40 80 ZO 60 50 40 30 20 10 0 10 10 20 30 40 50 60 7A 0 90 100 110 120 130 740 150 160 17, —_ .__� i,' ',''; PERMIT DRAWING ��'��'�� � ' __ I i ; : - �I' -- ,'I „ � � �� � ; �- _,,- ;,_ _. _��� � � SHEET 54 OF 69 � -�� � _ , � _� � __ _ _�. _ ,� � _� � � �� '' �� -� ����.'-- :_-�. �L- __ i i _L_i i _ _ - - -i _� �_'__� _ u__�_ui _ i . i_i_i� i � _ , , i i i i i i i , ; i i_ � � __ __i ��_ _�_�__i_ i___ - - i i � -- ++ + i i � �- + -i I I +F ++ � �` - ' � - - � � � � ; , - - ,=r � ' - �-r i i i,- i , �i _ � �_ i r� y, .� � �-- �� � I� �_�- --- r � _ 7 r � � � r r � �� � T i I � � r � -- - ---- . . . , _. .- - - i __�.__ __- - - �- � _ - I -- - - - -- --- - T'-_� - i i 'n i � -I- - - - � � � r � i ii�� i� � �� i �� �� � �' ' ,i � ___ ' --- '__ __ _ _- -- - - - - - - � _:__ __ _ : _ .. � � � i . _ � I �� ki _�_ .I -- � __i---I���-- . .___ _ _ �__._._ _�� -_,__ L� I � ' 380 _: 3%� � 36 .78 360 � 350 340 -� ' 330 t���� 320 � � ; 463 + 50.00 � _- � � � ='��-I� ��� i :� 7S�O- I I ...._� I I .. _�-. �. f=_L�� �..: _..�- - --_.�.:.____. _-�-----.�1� i IIi I I I _ � H� iu - � - �t . . i--�--r` i i i-i � � ��-' -- --- � i�-n �-i-- . . . . . . i -----�7r�� I ---- . . . . - ---i-�' �_!-I ' . _-� .--I_-� 380 —._ ��: � �al ,� ��, � �, � �� �� � �-� � ��� � � � �a� �- � i _ � - � � � - - � �- ' T -� i '' ;� ,- � n � T�� ` -. - _ -- � � „ � , ;-- � � � �- �I --r - - _ ,. . � � ,- ��� , � � �, , _ _ -- -� 0.020 0.020 0.031 _ � -- �,_ _i_i__i 8:1 �k r � � � r-r , t-1 -- - � - =-I_ �. �. �... . . Ou 5 10 PROJ. REFERENCE NO. SHEET NO. ■ ..TTI R-2721 X-564 0 180 190 200 210 220 230 240 250 260 270 280 290 �_ � 'i ' � ��� _ I � ___�_ . .-�. _ ___ _ . ._ �� � �_, . �___ _ �_� � ; � _ � � � � --- '-- . -,--� . - . '- -i._ � � � _ i � _ �. u11-- = -.1_,_. . i _ i .._l i . _. . i . 1_� � . ._--,-i � i . __._ � � L -�� _ � i __ _ i � � � _ i i _ 1_._L __ i_ � i �_ �-F� i . _ u _ u . _i _ i � , i _ i �i�,_i - - � � — r - - - - � - - - T --�- _ T ' �, � _ ;T � r�--i-,- i _ r -` - i i r--y, -- �- r _ - i -�7 i - � _ r ` -r � _� - - � - - --� i.� �-� i-- - �; � � � -- - � � � � � �_--- � � _ - -� �-- _ � � _ _ - , -- - - - - � � u_ --- _� _� .:,� i�� , - --- _� - " L : — -- - � � --- _ r Ti T r _ �_ � � ' fi t - T: �-. �� � II � f � I' I �r_ i I I- i � _ � ,. �i� � . � . � i + : � -; i � � . �- i : � i � � . i _i_ _ -� i i � _', : H �� LI ��. - - - ,-F. � �i� H-H- ��.. - - 1 . . �� � -!— - - . �_ ��_: . . . . - t-� �' �- - - - - ' . —'r . � . .i . ., - _. . . .. I -��L . �. .. . i ... - _i. '�. -I� _. �._� _ ��� � �._ .. . . . �. _ . . . �-r n rt =- - -. -� �- � . . ,._ C � ��— � rt ��rt-_: , � ,� rk;- ���� i-- ��� - i i i r7� � �I�� ��� •�� �' � 380 370 I � I � _ � _ 360 � -� �� : i�� �_� , �� � �� � �,: ' I . 350 �, , i , � __, i + � , . � � � .t�.. I i I � � � � � . � . { f I i �.� � . � . . r� r i � i _F-' �,- � i - i - i-� i t -LF �?r r i � r i i i i _ L _ � i - , � � � i �_ ,_� � �__ �_.,-� � I � - � t�_. �_ __ � � I�� �_,_ 340 � ��_ ��� ,:� � � � �� i ri � i��--- i i . -��- � � :: �_ . . � � _ rrr � -rrtI . � �1:_ . ., �� . I��:_- I 1 i ;� t::� i �� ._I I i ��_ . r �-t Y� ' �7 7_�Yr i I�. �, �. � i �� - i i-li i II i.'_'i I �i i- 7ir 'i i i� � i i . .. �- I i, i_.i i,.! i i i;_i I ... �1J_ i � i i1 i � i i_i � i i-... . i I 1:.-L_ . I . . i ��J� . � i i. L� .- Li i�_. ... �-- ' - �� � � 330 , ;, , --- �� -- - ----------__ : : _�- � -------.------_-, � -� , ----- ------- ---------------------------,, � � " . . ��--' ` � ..L1 11� ' �, JJ� , _ , , ., _ , _ , - � — . . , � . � _ � � �- . � � � � � � ; � . �l � � , � � , �� �;_ _ , � ��- ���� � �_ _��_,. __; � _�. ���_. �_ �_--� ___,. �� � �� t, K � =k = _ � �� � �= t, - _ =k � K �_ _� -� � � - � � � � �� t�-r - t�T �T- -rt �� r - �� t� rt rt rt- ��. � .. .� I i i i ii i i : �_.1 _ i ..i! —' .!__. .. .—L ' __�. �.�__ � . �_.� _ . � �__�. � � __ __ _ _ __ I __ _ _ __ _— _ __ — _ — _ _ . 1 . I II._I _�C .L.. II I _._L I.I I ..�I . :�7.� I T.�I : = I 1 . I II ❑�L :-7.-C . I li--.-i I: _.-CI :7 -.�C ._ -.� L :I -. � I :17-�L .�].- II �....t . �: �1:�7� I �7�.�C I ' ..J :: � I :__. _�. �. _� i� �. i �. �_ _� �.. i �_E i � �� . � -� I � i -� la �- i . I � � � - I la � I� -� i � i - i � � a-- � i � .-� a � i I � � � � � � i �� - � � . � - - � � � - � -� ri i i i --r� i��- - i i i �-r � i� r i i --�-n i���-r i -'ri � rr i ��- i i i i �-i-r � i�� i- � i i iTi-- i - r -� - i - i i i �� -� i i �-r i �- i� � n i-r - r-r i-� . . � . . , � -.. i � _. . _� � r S �_ L I ❑ r i : ,��.0 �S S= I . . =-CL : : �rL I :=1- I � �: L - L . 7." _ . . :71E . I � .. . � � �F i ?rr � _ i I . " rr � � �� �� ,� � � i yT � + i � �� , �_r i � 380 I(_ � t 17 € F l� r I i r:I_ � � � i 1- _. , �,�: L: � � �� I : � =1 _ L_ . � � �� � � - -= , ' - �, , . ' ''. 'lJ 111 '' �, ', � ' � ; �II 1_ �� '��� � _1 L_ - ;-,' � �'���- � . � J ,�� � � �, ��� , ', '� �' '�I� �II I, ' � ,�,, � " ' k � , .009 o.ozo _ �-� T- �T :,_ , � � �- �1 8:1 � ��3�_i� tf . i�rZ i' ____.� �`'�-, � � �� _:� i�-'� ��� �_� i I�� � ii� � ��-, , � i: 0.020 � 0.031 t _ �TI-� � 1T r� � � I I�� r��-% I - I � I � I 1 �, � . � � �-- .�-ro 3� .49 � ,+�' . ' i � ,. � LL_ � ; CROSS—SECTION T—T RT SITES 17 , � ' � .�'o , a ; � --� ----- -� ,- __ � , _ --- - - — - ' � � � � � � _ _ L L -- - i , . '_ �— _'� _ & 18, WETLAND BR, STREAMS BH & BF, - � � �� � _ =- � � , , �_ �� - I = FILL IN sso : , - : �� � �1 I , wET�AN� : '.' - ---- POND K STATION 463 + 00 —L— __ _� �= sso � - -� -� h � - � � _� - _;_ i � i .. -- i i � � � k 7 ' � � , - � - , ,_ --� . , : ; __ _ Y i I . _._ . . . . . . . . . . . . . . . . �� � �.:.. I I I � ;: i i� I' I� I , I, i i IMPACT IN PACT IN � r I I I -',, TEMP. I 350 -� _ � �� +� � ��� �- _: _ � I I ���� . � . ,�� �� I I 1i� I ___,_ I__ L 350 - -. , � � z � � �_; fi � � WATER I WAT ?� II --L I _. I SURFACE r _ � ` _ i i s I � i '� '� ' �-_�; _ _: : S ACE, WATER �-_ . MPACT IN SURFACE ' �� ���� �- - L LL IN WETL�ND � � � � I - — _�_ � � —y 390 ATER (POND) � � � t; I I�� : ��� �T- -. _I��_�_ .: N J � �_ _�j_ ���� r � �1= 390 , � �� _+ � N I 7_ � i �- I �1 i i i � �1 �1 _ i. � L� i:_ L� i i._i . � ,^------� i!_ i i i: L , u'- �=--' ' r -� � k T -� ---- _ r` �� -, ' ,, �� �_ �� � �L_ ��� ,� - , � ��--� �� � �� , �1- , ` ��� � � „- �- ' _ - � T 330 ��� � � � �� , - � _� __ _ - �,, � � � � _� r— -- rtrr � I � � � � �- � � � 330 ___ � rtT� ' ' � � � � � ' ,�7- 3`2 ' 'L��� �� ,1 � : �- I �� r � �- �', i \ --- I I �- � 1 , � �-----� -- ---� �--------� ---- �- �-- ------ ------- � \_ /- i � i i, � -- L ----------�� L---------- ----�\ � 320 320 463 + 00.00 POND K �� �_ a_ — -- --- � I� _ � � _ - , � � r i i� r I I� i i�� -r-i� _ �i I-' � I i � -r : : I i� '�� F I�7'r r I r� � I I I sio '� -, �� �_ r� �,F� �, �I , STREAM BH WETLAND BR �' 1::-� , I �-_ � 1- I-# � � I I � � f�l � 3�0 �' � � I W E T L A N D B R �� STREAM BF , , —L — RT : , ' , ; STREAM BH � 10 0 10 20 30 40 50 60 TO 80 90 100 110 720 130 740 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 �i . �. . �. �... . . �.�. �... . �.�.�... . . Ou 5 10 PROJ.REFERENCE NO. SHEET NO. ■ ..TTI R-2721 X-283 � 290 2$0 270 260 250 240 230 220 210 200 190 180 170 76Q 150 740 130 120 110 100 40 0, T,0 6.0 50 40 30 20 10 0 10 _ _ _ _— � �_ _ __ � PERMIT DRAWING � � � , , �, - ;I'�� -� � , ,_ _ � , ��, ��, - , � � -, , � ,, ;-: � , � � �� � , _:,_ _ ,, , , , ,, , -�- -- --- _ _� _ SHEET 55 OF 69 � -, , - - - - - -- - - - il �_i_ L .. 1_�I I -�- � � � y_� _�� �y � � L � � _ L . i_1 � �_ _�i_ � _ �� �� I � � : � -_� i �] i� _ . � ! iL . ' 71 � � _ ��� �-� . 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O 5 10 PROJ. REFERENCE NO. SHEET NO. � R-2721 X-288 0, T,0 6.0 50 40 30 20 10 0 10 � �_ _ __ �. : � � , _ ; �� , , �, ,, , ; '� � � � � -- - �_ . ,, � � � ,� _� � , ; , -_ _ _ � _ , , , L � L .15- _'- .� _,_ i �_ i ._ 1� � _e � � i L-�� _ � i __ _ i � � .� _ i 1_ _L_ . i_ �_ i �_ �F� i u _ u i _ i i - �1, r - - - - � - - - T --r- _ T _ i _r � �i yr �-r - ��7 � � r � - , . : i �. _ � ��, 'i i - - s �=i S � 7 �i � � - SS _ � 'i i �. �. _ 1 - li ' �� �. u_ �� - _�. -L- 1i��_� i—,--- -�� L . . . -- : �� �- . . . . . I �. t - r i � ._i ._r� r �� . 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ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN.9�RY PLANS DO NOT QSE FOI� CONSTRUCTION � OENOTES FILL IN WETLAND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY DOCUMENT NOT GONSIDERED FINAL IMPACTS IN SURFACE WATER UNLESS ALL SIGNATURES COMPLETED 100' 0' 100' � � ��, ��,---, — e � .ar_> � , I - - _ _ _ - _� �/ � = 90'OD'OOAI' � �.�^a a . ��� ��` (��\�,�.%, � � � �I� �, y'� ;. � �t �o ���-,. � - — r 18" RCP-IV wrMH / ���:-�-��.�e�,�,�,�,1 _—__-_15" ._.._.-..-__ IS" ��. �, _ ..__ _' _ __ ____. -- E�—_,���E_— ., _'._ -.— 15" RCP-1V-�� \ -� E � E� I � , -Y13- POT Sta.38+8475 . � n -Y/3A- POT 57a. 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LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 NC L Number F NC FIRM LICGNSE No�. I'�1148 1151 SE Cary Parkway �ECOLOG[CAL �Ty''N�z�s�h —�CNGINEERING (�is7ss�-n9zs PROJECT REFERENCE NO. SHEET NO. R-2721 65 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY PLANS DO NOT QSE FO CONSTRUCTION I DOCUMENT NOT GONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 411 \r? PERMIT DRAWING �<< �—��—�. SHEET 67 OF 69 Z2g �� � DENOTES IMPAC75 IN � �,0 SURFACE WATER I 2F � ---' � �ENOTES TEMPORARY � L Ze IMPACTS IN SURFACE WATER /� .........�� ! ; � � DEN IZED /� � . � � — _' S�� ��.5f ` f � O7CLEARING N � 1 I 1 �g _ " �l/�S ��.__� �_. � � � � � 100' 0' IDO' Il � � i� l' ��-� � ; , � za � zr �—;. �� -` �4� 406� —Y/3C— POT � ��� � __� BEGIN CONSTR UCTION —Y13C— STA.10 + 00.00 � � ����' � , `".'�O�` , E_��_ ,,� ;�� � " ` I � j %r �`�-=� 'e�E ��'��'ti I � ' _, � , ° i � � _: ., _ � � � � �� / �l I � .. � - - - ��,' , �, �i '� I I � . ; �� �— � ` �� � � �T'�� , ' _ �I , �\ \ ' - � , I- � —, _ �� ` ,-, �� — I , � � 4os� ' , � - �� �9tiFF _ , �tir,.� � , — � : �;.., -Yl3C- PC -. � � , x� ��j � k� S ITE 2 6 _ _ � Sta.10+9022 -Yl3c- PT � . �- -• o Sta.l3-�.49 ` . 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NC Licanze t; ` --� � _ � � ,- / �-�_ � J ) l� - l �, � � - ��� �� � � H�mne� F-mee � � __ -��I11 ) �) � � � � �= l �-i i � � �_ � , � � � _ NC FIRM LICGN E N�. I 1 4 ��� ���_ _ .. � � . �` j'� mJ �i _�--��i �,�� � y(.;) � � C� 1:.. ���� � . '� a2�� �I iisisscryviti v �, ��� ��IECOLOG[CAL �Try N�z s�� PRELIMIN RY PLANS �� g � � �/ � � 1 �.__�� �� � =��\, �� I_: � �� CNGINEERING (�is] ss�-nezs (/�/ DO NOT QSE FO CONSTRUCTION �% ! �/. :_.�_ \ ^ / \ - �� '`!f - �� , �-�- _lil` � 3�� ,, � �^ ' .'���� �~_- J\ )' `"/ � J � / �..,% ` '-� -� - _ � � � —� �j /�� /� �,��� a� ,", -i �� �1 ���� � � - - �� �/ � �\ - -- � �' � �� �,i�'�.�'�!�^ � �� � � �`��`�-._-.,�\` DOCUMENT NOT GONSIDERED FINAL - �, -�.✓ • �' ^�l � __ �, �_ "�1... � . --�,, r `-- ��_, ,.-` l�, �_ C�- � 111 . �, ',� j�l UNLESS ALL SIGNATURES COMPLETED � � ,�`�^ �/��� �� _; ' �--: =�� l� --` -� .—.,C<�L� � ? �- �--, 411 � ,�� � ��, _,..�---. ���� �. � ,r , � ' PE RMIT D RAW I N G — -,_ = --��,. .� ,.,�,�—�`,--� _ -- �/'"� =�'� ' �, _ � �-��—�. SH EET 67A OF 69 �ylC - �.� SI�.�G Sf'�' � __ _ _ ��� -.. . 4 .. �� . _ -` � �- . � . � � � SURFACE WATER IN ".;'��-.� - _ _ /_. _,f_____ _ ` —�,� �zlg ��9�� � DENOTES IMPAC75 � ��.. - �-^��Z��' ..,' � .� � � `_�- ;� --� -� -�\ —� \ . ' � , :- ^� ..� �' ` ���- � .. . _ '� - (2F �ENOTES TEMPORARY � � ��"��\ ✓� � ''.�. ;� %� �-��I ^ � � � -L Ze� IMPACTS IN SURFACE WATER . -, . � . , � ' I � . '�..,� r�., ...�- '� � _ ' L�� . ! ; ..... -- I DEN IZED -� �....�.�.a:� `-.� � (.����._ ��-� ��:t_ -: _, _ ... . �-� . S��` . . _ �f� � OTCLEARING N --, .__ _ � � _ �Z ��� ��� -�, - ?8 � . _ - _ _ .. 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( _ _ _ - ,_ =�-_ � - sT � ;, . __ � � � �, , �,, �� . � 1 � ����, --� -�\ �,�� t l , - - _ _ - T � - _� _ _. � �� -v `�s , -� t ` . , �- ` � � � ,, , � �- _ . _ _ - . -_ � ' � o$)� `� 'S'F � .� > - , __ , ,: ,\ � �_ . �� ._ . ,:::L _� -Yl3C PC� � 9x �� - - -�" � �O "'� -�,�,� Q- � Poe ��F SITE 26 - — .— Z�-; � _ � : sta.10+90.?2 Sta.13+06:49� .� �- ,, op --_ � � � � — e e * * � - - � - 4 9 1 � - � � �-� �-� Y/3A�POC Sta. 27t4392 � ; .� ��- , � � � -Y13C- POT Sta. /3+23,75 � � -.,�� \�' , � o � , I R � - 0 = 89'37'46 ` - � � ' � �- �- - - . �- � • � �- ��i'J'�� r w O � � - �' � ` � ` �"'- �"� r - � � � - - -- ✓ ------------ - GREU TL-3 : � - . ` � � W + �'-� -- . - � - `�. . : — -- - � .-- �.,.., -- -'�- �i i� ��it- t _ _ � � r+ - . _ - - � .- - � , r 'r=f _ '� _ _ _ _�-r ri , _ --_-. -- - � ._:��S�l< _- _ � � . F"�. � �O FS .��,�/� a�3 t, w Q `^ E �'/�� ,+,� Z� :, � -- ;. �� � ��� Vi �� � -_ �' ---- {� , � ' '� � Q _ �� 13': � M �- �..: , _ �T�__ � � .�� __--------� t � ��.WJ � } ---_-----___ _ L � " ----- - _� ------- ;- l� - E E E � TDE TDE` - E— I I T c E- E- E— i �,-��, ' I � 1 � � __ I�, ' j /����-�--�� - - � � �� ' _ - - - _�`� �'��� � � � � .l ��� / '�// � i �� � j! , �-- � ;, � - �—� ��� 203 ��,�� �� �,/^��' j � � �_ ��' � � � t � ' ,j �' a -` �,�\j �. . '�,�ac / r',�� . . �. , � � ' � � `��/� ' - _ � �- - ' - , ' � . _ \ -- ' r,. h , A , � �� .;'� _ - .o \� � � � - ii �- _ ��" � `� - --- � � ,�� .._ � 4P`' � �.' ./'�_ - ��,_ . _ ' � /''-f - , �-�- , f WETLAND AND SURACE WATER IMPACTS SUMMARY Hand Permanent Permanent Existing Existing Permanent Temp. Excavation Mechanized Clearing SW SW Temp. Channel Channel Natural Site Station Structure Fill in Fill ln in Clearing in impacts impacts SW Impacts impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands (Pond) (Stream) impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 244+00-L-/248+00-L- 3@8'x10' RCBC 1.39 0.01 0.14 0.08 < 0.01 304 45 FILL 0.02 119 STABILIZATION 0.01 77 2 279+00-L-/280+22-L- FILL 0.87 0.12 0.95 0.03 < 0.01 398 11 3 281+00 -L-/283+00-L- 2@7'X7' RCBC 0.04 < 0.01 316 46 FILL < 0.01 11 STABILIZATION 0.01 84 4 313+00-L-/317+00-L- FILL 0.19 < 0.01 0.07 0.01 < 0.01 128 10 5 322+00-L-/325+00-L- 1@6'X8' RCBC 1.12 0.1 S 0.05 < 0.01 460 32 FILL 0.01 77 6 330+00-L-/332+00-L- 1@6'X8' RCBC (1) 0.54 < 0.01 0.03 0.01 < 0.01 268 30 1@6'X8' RCBC (2) 0.02 273 FILL 0.03 412 7 346+00-L-/349+00-L-, 21+00-Y8RPA-/25+00-Y8RPA- BRIDGES 0.23 0.39 0.02 8 365+00-L-J366+50-L- FILL 0.25 < 0.01 0.03 < 0.01 105 9 366+50-L-/13+50 -Y10A- 1@6'X8' RCBC 0.06 < 0.01 0.25 0.01 < 0.01 252 22 66" RCP < 0.01 105 FILL 0.02 283 STABILIZATION < 0.01 38 10++ 380+00 -L-/383+00-L- 42" RCP 1.52 11 386+00-L-/391+00-L- 48" RCP 4.43 0.04 < 0.01 404 60 STABILIZATION < 0.01 20 12 384+50-L-/387+00-L- FILL 0.86 0.03 0.15 0.01 < 0.01 157 46 TOTALS* THIS SHEET: 5.45 0.40 0.06 0.99 6.90 0.42 0.03 4291 302 0 TOTALS` ENTIRE R-2721B: 8.75 0.45 4.63 1.73 0 15.56 0.93 0.05 9443 470 0 'Rounded totals are sum of actual impacts. ++Site includes only isolated resources. NOTES: �' .�" " WETLAND AND SURACE WATER IMPACTS SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS Hand Permanent Permanent Existing Existing Permanent Temp. Excavation Mechanized Clearing SW SW Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in impacts impacts SW Impacts Impacts Stream No. (From/To) Size / Type Wetiands Wetlands Wetlands in Wetlands Wetlands (Pond) (Stream) impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 13++ 408+00-L-/411+00-L- FILL 0.24 0.03 14 412+00-L-/416+00-L- FILL 0.39 0.04 0.03 0.15 0.03 < 0.01 402 28 15 414+50-L-/415+50-L- 1@7'X8' RCBC 2.30 < 0.01 142 16 420+00-L-/425+00-L- 42" RCP 0.70 0.02 0.41 0.04 < 0.01 315 13 FILL < 0.01 18 STABILIZATION < 0.01 46 17 437+00-L-/30+00-Y13A- 2@7'X8'RCBC 0.55 < 0.01 0.09 < 0.01 < 0.01 11 46 FILL < 0.01 170 STABILIZATION 0.07 368 18 459+50-L-/463+50-L- 2@7'X8'RCBC 0.18 6.36 0.02 256 STABILIZATION < 0.01 15 1g++ 15+00-Y13LPG EXCAVATION 2.15 20 478+00-L-/488+00-L- FILL 0.62 2.34 0.10 1135 21 490+00-L- 2@6'X8'RCBC 0.41 0.09 0.08 < 0.01 977 34 FILL 0.01 181 STABILIZATION 0.03 204 22 495+00-L- 54" RCP 0.14 < 0.01 0.03 < 0.01 490 13 FILL < 0.01 202 STABILIZATION < 0.01 55 23 65+30-Y13- FILL < 0.01 < 0.01 9 11 24 10+00-Y13B- 15" RCP < 0.01 < 0.01 1 17 FILL < 0.01 13 25 15+00-Y13A- 36" RCP 0.03 0.01 < 0.01 115 6 FILL < 0.01 27 2g++ 10+00-Y13A- FILL < 0.01 TOTALS' THIS SHEET: 3.26 0.05 4.57 0.74 8.66 0.47 0.01 5152 168 0 TOTALS* ENTIRE R-2721B: 8.75 0,45 4.63 1.73 0 15.56 0.93 0.05 9443 470 0 *Rounded totals are sum of actual impacts. ++Site includes only isolated resources. NOTES: ����� �� ����� �������� �������� �� �������� WAI�E CO U1�lTY PERMIT DRAWING SHEET 1 OF 19 LOCATI0IV: COMPLETE 540 — FROM WEST OF 11tC55 TO EAST N OF HWY 40l aC � � TYPE OF WORK GRADING, DRAIIVAGE, PAVI11lG, AND STRUCTURES � ��� � � � a � TO U I o -��' � N 4 BEGIN TIP PROJECT R-2721 -u- POT sta. BEGIN CONSTRUCTION 22+50.00(BK)= –L– POT Sta. -Ll- STA. 10+00.00 10+00.00(AH) SITE 7 � �� (`1� TP /� NC 55 �BYPA55 � >P� 6 7 8 _�_ 9 5 Nc 2ss j0 � E WILLIAMS ST) Q 4ce �, � � ' –Y3– (SUNSET �LAKE RD) � jj SITE 8 E° SITE 9 y�� SR 386 (BELLS KE RD) � n� 59 SI� -Y9- SR 1405 (RHODES RD) 3 14 � HOLLY O SPRINGS �� G SR 1301 9J SITE 14 (SUNSET LAKE RD) Qs zo SITE 13 sRiisz �� ��_ SITE j�j (HOLLY SPRINGS RD)/ � POND RD) SITE ZZ /�V �— (LAKE WHEELER RD) "�`, SITE �J r��- --- FUpUAY- DEER MEADOW DR �ARINA � � ' Y�- SITE 12 � ��� " (WEST LAKE RD) � 3 k� 61 S oo� 36 � SITE 16 � \ SITE 17 ,\ BUFFER IMPACTS PERMIT R-2721 B FUQUAY- VARINA THIS PROJECT WITHIN THE MUNICIPAL BOUNDARIES OF, TOWiY OF CARY, TOWN OF APEX, TOW1V OF HOLLY SPRINGS, A1VD TOW1Y OF FUQUAY VARINA. –Y13– US 407 THIS !S A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHAIVGES. CLEARING AND GRUBBING ON THIS PROJECT WILL BE METHOD I77. IM I� ! N �O •era erwts mtaecr s�teNce xa ��� R-2 721 srsre vaa.wu P.API(QI.N0. 6.407078 STP-5401191 18 �' '� ,�- s� 20 �y � ,� �� SR 1389 �� (PIERCE–OLIVE RD) ,� �y �O �2 SQ ,\ /y Z� ,\ ,� � DBBCR�PION PE � � Z -Yia- END TIP PROJECT R-2721 JLL R?S RD) END CONSTRUCTION SITE 20 -L- STA. 500+63.80 , To_ 3 –Y75– NORFOLK SOUTHERN RAILROAD INCOMPLETE II�LANS DO NOT U56 POR R/W ACUUISITION �oCUMENT NOT CONSIUERE� FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepa�ed Jn tl� Offlce of: HYDRAULICS EIYGINEER LO����� NC fIRM LICENSE No �-1148 ADT 2018 = 28,200 "�„� fa"va���WaY 1840 PLAZA PLACE,SUITE 404 �ECOLOGICAL s`"1e,°, RRLEIGH,NC ]]612 CTiy,NL2i51B 50' 25' 0 50' 100' ADT 2040 = 66,400 I,ENGTH ROADWAY TIA PROJECT R-272I = 9.529 Miles '°"'�"-"" - � ENcttvEsu�Nc c9�,� ,s� o9:y ��� gg��p�y c K-�2 % SUNGATE DESIGN GROUP P.A. e� �,�� PLANS D= 65 % I.ENGTH STRUCTURES =0.178 Miles �;��g;gr���a;'�Aa°�w=,n����R�,�,E�E���go � �S T= 11 %* TOTAL LENGTH TIP PROJECT R-2721 =9.351 Miles z018 STAND.9RD SPECIFICATIONS SfGNATURE: PE � '. 50' 25' 0 50' 100' V= 75 MPH Brian K. Eason, PE s � RIGHT OF WAY DATE. PROJECT ENGINEER ROADWAY DESIGN �A 0. * TTST = 7% DUAL 4% ENGINEER PROFILE (HORIZONTAL) February 18, 2020 �°.�p ��'�� Christina L. Yokeley, EI � �� �O� S� O �O� �IO' FUNC CLASS = PROJEC7 DESIGN ENGfXF.ER � pA�� INTERSTATE LETTIIVG DATE: PROFILE (VERTICAL) February 18, 2020 NCDOT CONTACT pE SlGNATl7R&: a 0 2� f 0 O N 0 ~ O w� _ + N p, W M Z N J Q = N U � I J J \ 7-/- � � 100' 0' 100' � GRAPHIC SCALE \ I LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 NC L Number F NC FIRM LICGNSE No�. I'�1148 1151 SE Cary Parkway �ECOLOG[CAL �Ty''N�z�s�h —�CNGINEERING (�is7ss�-n9zs PROJECT REFERENCE NO. SHEET NO. R-2721 21 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY PLANS DO NOT QSE FO CONSTRUCTION 3 o e'xlo' RCBC MS E%CAVATION NC \ E5T 32 TONS N Cl/SS II RIP RAP FILL W/ CLA55 II w/GEOTEXTILE ITYP) RIP RAP THICKNESS = 2' NGJ THICKNESS = 2' CLA55 I RIP RAP - W/GEOTExTILE ITYP) THICKNE55 = I.5' NTS & 8'x10' RCBC N / /' �. I � ti / VATION 26 TONS � �FILL W/ / CLA55 II `/_ RIP RAP —C SS II RIP fiAP / EOTE%TILE fTYP) / KNESS = 2' / G \I- Y � � —� � , � � / // � �� � W � � � � w�i� )T GONSIDERED FINAL �NATURES COMPLETED N � N � ~ O wo _ -I- N N W � Z N J Q = N U � I J _' d ioo� o� ioo� GRAPHIC SCALE 98 97 �"� / �, \f � G? :� \ � �. . � \ r�> �� S �// \ � / � � O -k� X Y x X �� �i�� - X��� k �X\.. ��'�%+ �,r {;3 LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 NC Licanz Number F-015� NC FIRM LICGNSE No�. I'�1148 i1515C Cary Parkway �ECOLOG[CAL s"""°` �—'CNGINEERING ( i47ssinvis PERMIT DRAWING SHEET 3 OF 19 MITIGABLE IMPACTS ZONE � MITIGABLE IMPACTS ZONE 2 PROJECT REFERENCE NO. SHEET NO. R-2721 23 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER- ENGINEER PRELIMIN.9�RY PLANS DO NOT QSE FOI� CONSTRUCTION DOCUMENT NOT GONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED atis -� ,/ / � �l NOTE: ALTHOUGH BUFFER IMPACT SHOWN EXTENDS � i' _ TO ROW ONLY, ENTIRE POND J` BUFFER CALCULATED AS TOTAL ��� TAKE IN IMPACT SUMMARY. 9� �� � � � � . .�..�.� � � F . : ,.. . ..... ,,,.�,t �� R •• , �_. _ v , _ ., � , � - t... �-� ,_ - -- , ._ / � ,�� �« � 4� �. . � '�Np�s, . _._- .. ,. `'�� _ �2 � � r "� . . - � � �/ � (�BJ _ _ . J ,.. - �-----' .� _ , . � .. _ . ` _ — — — i �,.�.a.— _ �� . — — ` � _ _— .._" '_— _ — — . %��� ` ' — � � �`�s�_ — , .� V --_ — � ��� � .\ ,�_� / \ k�, , ---- -C�4 -------- --- -- � � � ---- --- c _ � _ ; — /� , ��� � � �� � � , - � _ __ _�� N � N � W � W � _+ �� W � Z N U `� � J � � a � . rr zu i i � 95 W—� �_' -- --__ �, , --------- -- �. __ ____--- 96 �, � SITE 2 f``'�''� � � GREU 7L-3 m ,1 c � '�i 's�'='� — — — � -- --- �----- � �'��? <- , � �`-� `: v N � W O = i- �� W ^ Z N 2� UN Qf— i G � I NOTE: ALTHOUGH BUFFER IMPACT SHOWN EXTENDS TO ROW ONLY, ENTIRE POND �OND SHALL BE DRAINED IN ACCOR�ANCE WITH / � BUFFER CALCULATED AS TOTAL PROVISOND oNo MUCK SHALL BEIREMOVEDPTC'AL � TAKE IN IMPACT SUMMARY. o� POS D OEFENIACDCORDANCE WITHETHEND� �.2 AND BORROW SOURCES" SPECIAL PROVISION. \ . REMOVED MUCK SHALL BE REPLACED WIT� A SUITABLE MATERIAL APPROVED BY THE EN INEER TO SUPPORT THE INSTALLATION OF PRO OSED RIP RAP LINED CHANNELS. � � �Z� :.� � �' .f , l� , l M � N 0 W � W � _ + N pp W ^ Z N = N U � � � � / y / / / ) % / r 100' 0' 100 � I / � /�W (�� GRAPHIC SCALE � � / � )S / )5 � � ti� 10 i"" ti � LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 NC L Number F NC FIRM LICGNSE No�. I'�1148 1151 SE Cary Parkway �ECOLOG[CAL �Ty''N�z�s�h —�CNGINEERING (�is7ss�-n9zs �-r��v�r� ��������• ♦������• J:�:�:�:�:�:�:R �,/�/ PROJECT REFERENCE NO. SHEET NO. R-2721 24 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN.9�RY PLANS DO NOT QSE FOI� CONSTRUCTION DOCUMENT NOT GONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � N � W � W O _ + h � W � Z N J � = N U � J 0 2� d N � O W O _ + N � W � Z N J Q = N U � J � 100' 0' 100' � � GRAPHIC SCALE � \ II I � . � �� �� PERMIT DRAWING SHEET 5 OF 19 \F ���� \\\ � ALLOWABLE IMPACTS ZONE 1 ���� ALLOWABLE IMPAQS ZONE 2 \ _ LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 Nu ber F NC FIRM LICGNSE No�. I'�1148 1151 SC C� ry Parkway �CN�IN�EE�RING (9�l�sin9is PROJECT REFERENCE NO. SHEET NO. R-2721 25 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN.9�RY PLANS DO NOT QSE FOI� CONSTRUCTION .. = - � I' . \ . ' -� / _� �-�_ / I IV(:UMtNI NUI (;VNJIUtKtU hINAL 1NLESS ALL SIGNATURES COMPLETED � O � O ~ O 2 + N M W � Z M J Q = N V � J � O N � H Q w � w 2 + N M W � Z M J Q = N V 2 I J � a MpSGH1.INE SHEET 55 Y7— STA 31 + 00.00 III x?> i i I 106 LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH. NC 27612 100' 0' 100' PERMIT DRAWING cRaPr+ic sca�E S H E ET 6 O F � 9 �ECOLOG[CAL CNGINEERING MITIGABLE IMPACTS ZONE 1 � MITIGABLE IMPAC75 ZONE 2 w y/ �. '.� � `7 � �� W � �I +n.nt �%C', �i W 50.00' L � r�k � � _— ���../� I I r� . y ���� 3 ��� -�_ C � � w -�, � � � � C =� _ I '. „t ����� ���-- �--r�r��� I - -- --- --- j .__ � I ``�.' i��'�.� � \ ��� ` _ \ \ �1 � � �' - d �i � � i _ < _. '_ __ —__I._— � � ; R � � c I`-----_ _ �r_�' ___.. I'---_ _---- -- --_ I '' t ------ -- 16" W/EL80W5 � , � � ,_ �_---_ �:� ''/i �' � � � IS" RCP-III I� _ < j -� — GREU TL-3 ., _ _ _ � LL � y � � r � -- � O �4+ _ _� � , -YI- POC Sta.27+46.89 `= I _ - - _ ' c � ' _ � � = 9502'3828' ` � `°' ��',= -t - - — ; � w I _ - -- — ; � - -- , _ _ ----- ° __. --- . 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Z J Q = N V � � a ���� �� ���� PERMIT DRAWING � � �- �RAPH�� S�A�E SHEET 7 OF 19 �- � \ �/ MITIGABIE IMPACTS ZONE 1 'S' � MITIGABLE IMPACTS ZONE 2 I u/ ' y � CULVERT INLET AND OUTLET CHANNEL STABILIZATION , � � �o s�o�a, o� � c�o��� ,o��a c,eor�.me ie.e mq_ as e. `�rv=,em,i LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 NC L Number F NC FIRM LICGNSE No�. I'�1148 1151 SE Cary Parkway �ECOLOG[CAL �Ty''N�z�s�h —�CNGINEERING (�is7ss�-n9zs PROJECT REFERENCE NO. SHEET NO. R-2721 27 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN.9�RY PLANS DO NOT QSE FOI� CONSTRUCTION DOCUMENT NOT GONSIDERED FINAL I INI FCC AI I CIC:NATI IRFS fl1MPI FTFII BI 7 _ _ - \ ___ ____�, ��r. ..—x— 0 O O O + � N M � N J E SME� 56 �— - a°.E��n�..u,s�i N"Yg� STA 38+0� 0� .�� ^ - . ��� PE RMIT D RAW I N G ����,���� ",,.n, — ;p� �; ! �� _ �-- � SHEET 8 OF 19 ,�,� � ��.,�.� p � � gpppppy11,y `� � -� - \ \� MITIGABLE IMPAQS ZONE 1 � 1 ' ....� ._ —_ __ ,. r . 19 -YeVA_ p� � 1 � .. � —� — - �_ ` \ � � � � _ � ,�\ \� � � \ � � MITIGABLE IMPACTS ZONE 2 1 � �`�i` ., �_� � F a �� - � �� �� z�� o- , �� � �\o ���;� 1 a , _ - —�__ � ,� � � � � � :,� �� �,, �� � � -- _ -��. � � � � Y _, ' r-� . � � \ GRAPHIC SCALE � � \ �� _ � � . �� . � � � �`^„� � � �. � �� . � - , ��, 1 � � `i'�: _ � � � 1� . �� . - �� `� � .. � ��\ � - l / �o j � , � , � � ^ .. ... \ � %—�� � � `. �� i . ...r-'"``�"�,.,,�V""��� \\ � � I �i���`'y �u � � � ,. - \, , .,, I �. , ,.. � , � � � ��, , .:.m. . . . �`� �` � e �.� . � �`/ ��e�s`s�°`�sl �_� !' � � � ,/ � � ��� a J � � � , — � � � �,��, , ;� � � �� I` � j/ �� \ \ '—� �` _—�—=-- --- ' � � nn __— ���._ _ _ _ _ — � � �� r SITE 7 ���� -� _ -- ��. �� �----� � � � � � _— ,.,,�� <Q � { -_-----�' - n �,�v , , '— ------ ----z � � � ��w. o,. --�,_ «� " - ,� � � I — � �.. a a — - - �c / �..,. t .— . �. _---_�� 1 - ' ' l - � � — - "� �o � o . . .. � � _-- o _+ � — — N+ Z� � ZM � —_.___ _ _ � —a ` u �J ,�/I .-_ i / - -_'___ -_-__J ` � - _- -_. �_- -��_ -_-, �_'_ . _. ` �N,��� �. <,�,o._ a_,�� ' i - - '_' . / � _ 1 y,� � � "'.r�� l� \ ;:.,-0 E.. � � _ - _ _ � . � �' 7imlr . 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FOREOETWREEDED .� / .. p ������ R"�^�� �"��'nr�� ..� ' -1�1,"' AN 1i51h �350 . . . . �� 1� . • � A �pV/Atf , �,���.s�-r�� _,_� V �-..__ � ,.� '� �-+_� . . ��`�' t;�--� __ \ �� �'///� �.i;; �s-�� . - - - � � -- � 1 � �1 i � `1 . ,� `r. . x� f,r�:.X�Y �9 . � 3ffi- �. , .�� . v/ � � �4�r"� � ;� � . q . .. :V, � ��� . �ffi �'emo- �r sn �� i \ �. �. \� � /-�� +.�p��I1 � p � ' z SHE� 55 "''. �. N�9_d (C"'-.� I 1 . �� MAtCHr�sEZg+0000 0 0 os 0 + � Q � a � � r INLET DETAIL NTS EXCAVATION = 25 CY 10 6' x 8' RCBC 2 NG CLA55 pIREIP RAP CLA55 IIRIP RAP WHICKNESSXiI�.E'fTYPI WHICKNESSTILZITYPI - 5 TES 1�/ , < � _. t - _ J �"r _�—`�' 1L � � �� � � � � \ � ; ; � o \ � _ {( _ a0 0 N p W p W + N �f'1 � �"� Fs _ ~ �� �J 9 � POT Sta.12f0/JO = 93'4/'0/.43' OUTLET DETAIL iE5 NTS EXCAVATION = 22 CY I o 6' x 8' RCBC `�i ti' , NG ��,o � ��,o GRAPHIC SCALE LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 PE RMIT D RAW I N G N` L1e�" Number F-015'. NC FIRM LICGNSE No�. I'�1148 1151 SE Cary Parkway S H E ET 9 O F 19 � scoLoc�cA� �Try°�� z�s�� �CNGINEERING (�is]ss�-nezs MITIGABLE IMPAQS ZONE 1 � � MITIGABLE IMPACTS ZONE 2 I I � ALLOWABLE IMPACTS ZONE 7 13 , � � ~ I ti ����� ALLOWABLE IMPACTS ZONE 2 �."' , � 13 / / � /\ o -,� �, �, .(,� / �j� \\\ \\\ �` \ \ � \ —�`-Y9— PC Sta. !I t38J4 O \� \ � \� ,, � � ,\ — �� � � �� � �, � � 0 �k� � � � ��"'���, � . � X R � � �� ��� � �� —Y9- PT „ ��'��/���� - ,� � � ��15 RCP-III � . . .. �- � � . �<� �'��t Sta. /6+55.65 � bl� � � � � ti � `✓ I I � � � Fs . _ - Y�-� -------- i,>Gti�''�t�� i _ � Q-- c _ ,��a�����z�X x��� I � _ _�� —L— PO7 N fi '' rBRPA- " �7/AO' LT A� fl �a�t' 1�� _ — �� — 359t8833 �' eG.n - � �t � y ,�I�r/; �► �%y�'►� ,�� �� N�as�c' . � _ / I��,'�i; _������� � � ��' 4 �- : ' � r���a =.'� v�►d FS � � = — — p GPEU T���'—. �� F � n �- � ` — '' � �� — � � . - -i�-----_'�/ � M / l. ' � W � _ 11 ; ,— � �� / 1 � �� '� ti� mFs ��� -� � ) � � � R� o� 13 � �' 134 ,�� I , _ � I I � � f - . � - W � l� . � _�:.: � . � � � � � �F //� �/�//�/ %/� /�'/ � � <f/ � ,-- � „ 13 ,�\ � � .= � \ � _ TDE� `� � �o.00 \� _ ( PROJECT REFERENCE NO. SHEET NO. R-2721 29 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN.9�RY PLANS DO NOT QSE FOI� CONSTRUCTION DOCUMENT NOT GONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SITE 9 � y � �j �' .-� R ' '�� t�' G�y � i / ' ,�Y � — — �,' � ��3 _ GQ,E _ — �13 R � � � L O C H N E R PROJECT REFERENCE NO SHEEf NO. , PFRMIT nRewitir R-2�2, 3, POND ShIALL BE �RAINED IN ACCORDANCE WITH - THE "POND DRAINAGE PLAN REQUIREMENT" $PECIAI PROVISION_ POND MUCK SHALL �E REMOVED TO A DEPTH DEfERMINED BY THE ENGINEER AND DISPOSE� OF IN ACCORDANCE wITH THE "WASTE AND BORROW SOURCES" SPECIAL PROVISION. REMOVED MUCK SHALL BE REPLACED WITH A SUIlABLE MATERIAL APPROVED 8V THE ENGINEER 1� 1 TO SUPPORT THE INSTALL4TION OF PROPOSED RIP RAP LINED CHANNELS. � �� S� -., , : [, / �� � ''\ ' � � � �: —%'-� �a / ,� i���3 Q � � b � � / �. i,��c, q � a / �, \ �����i ���'3 � � V� � N i �� � � � '.�� / I .� c� � /� �, / �� ,� �., � ,` �` I / ��'� �' / �.- / J ��� =�/ � _ .. � " / � � CS � � ,_, - �T � _ R ���s ����_,. -- - ---- ----_ -----_-- - - - — - f ,�,1-r ., cnr-i N � M � �� W � W � _ �" N h W �, Fs Z J Q = N - V � G � � FS �u � 24" I � ��4„ / � � � /- � �— a 17 tc.n�.a� � �?e PERMIT DRAWING SHEET 11 OF 19 NOTE: ALTHOUGH BUFFER IMPACT SHOWN EXTENDS TO ROW ONLY, ENTIRE POND BUFFER CALCULATED AS TOTAL TAKE IN IMPACT SUMMARY. POND TO BE �� DRAINED -Yl2A- �m \ SITE 13 rici�n zc GREU T1-35 LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 NC L Number F NC FIRM LICGNSE No�. I'�1148 1151 SE Cary Parkway �ECOLOG[CAL �Ty''N�z�s�h -�CNGINEERING (�is7ss�-n9zs PROJECT REFERENCE NO. SHEET NO. R-2721 33 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN.9�RY PLANS DO NOT QSE FOI� CONSTRUCTION . DOCUMENT NOT GONSIDERED FINAL � UNLESS ALL SIGNATURES COMPLETED ,�,�, o ��,��, Fo.1Of00A0 BEGIN C011iSTRUCTION MI71GA8LE IMPACTS ZONE 1 —Y12A— STA.10+50.00 � MITIGABLE IMPACTS ZONE 2 — —^ -- ��— < < ---_ ,� T � 15" RCP-ill = F ��—�_—= �'�. i __-7__—_--, RCP-III I I CA7-1 ----_----_ 1_ � .CA7-1 1 � \ -- . — \1' �&� 1� � � "7 �S \1' � BI : 7 SITE 14 �y '�' f �l , u,�4j m 178 � � r �� � �S� � � � �\ � � \ ZO N �/ m MLET DETAIL OUTLET DETAIL p �' � /�' /eti "TS I , -1 � J I e 7' x 8' RCBC NTS I c 7' x 8' RCBC I .. / EXCAVATION � 1 ~ � / EST %% 70N5 ` \I,� . NG� E%LAVATION � NG� EST 7 TONS � \ � ,} .y� CLASS 11 RIP RNP � � I / �� LASS IIRIP RAP CLA55 IRIP RAP W/ GEOTEXTILE ITYP) �� I / � C�ASS IRIP RaEP W/ GEOTE%TILE� ITVP) W� GEOTE%TILE ITYP) THICKNE55 = 2' � \ WNICKNES X=�15'�TyP� TNICKNESS = 2 THICKNESS = I.5' � � � �0 � / ti � . / Bl � ,4'l. \ .i \' � i~0 � // /0 M O ~ O W O N + O W N Z � J _ �"- V N G I ._.I I v � � M � M � H � w � 2 - N � w� Z � J � V V �' I � I 179 178 / � 180 LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 PERMIT DRAWING N� berF NC FIRM LICGNSE No�. I'�1148 S H E ET 12 O F 19 � scoLoc�cA� "_� ry`." z`s�� �� Sul[c lll l . —�CNGINEERING (�is7ss�-n9zs 100' (1' 100' 181 \ PROJECT REFERENCE NO. SHEET NO. R-2721 34 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY PLANS DO NOT QSE FO CONSTRUCTION DOCUMENT NOT GONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MITIGABLE IMPACTS ZONE 1 �� iTIGABLE IMPAQS ZONE 2 0~ 178 >�� j�� \ ���� � .� � � � � � / ��j� 3\ �\� i �, � O O O O + c� M v i Q . N 1 � J . � � a STANDARD BASE DITCH � O SEE DETAIL 16B SLOFE = 0.04 FLFT �ST ��ENDc CONSTRUCTION -Y12A- STA. 26 + 62.98 � M F- W W _ h W Z J _ U' H 2 1$4 STANDkRD BASE DITCH SEE'41ETAIL 52B SLOPE = 0.004 FLFT EST DDE = XX CY , F � o = sa�2s i2rs• 10 -L POC Sta. 435-1OL42 - - -- -Y/ POT 57a.15t58.87 /~ - —,5„ - - — � = 59'S7'08.4P we�eows TYPE 77 �� 15" RCP-N( : � � � \� TYPE \� `�`� � V`� �'. , A �. � �' � \ t. A ,� _______ � � �� � � ------�c�`�� \\' � � \\ � i � .... \� ,...\� C � - '" �,, , �\ '� � O +79.07 -Y12-� �. � � 188 ao.00� �r � � � d � � �� � ��'�� � � y ,-: .� �� � Y GREU Tl-3 10 STANDARD 'V' DITCH SEE D[7AIL 578 SLOPE = 25.0% EST DDE - CY EST XX TONS EST XX SY L O C H N E R PROJECT REFERENCE NO SHEEf NO. R-2721 35 H. W. LOCHNER, INC. WW SHEET NO. 2840 PLAZA PLACE,SUITE 202 ROADWAY DESIGN HYDRAULICS RALEIGH, NC 27612 ENGINEER ENGINEER NC Licanze Number F-0159 NC FIRM LICGNSE No�. I'�1148 1151 SE Cary Parkway �ECOLOG[CAL �Try;'��i�s�� PRELIMIN RY PLANS -�CNGINEERING (�is7ss�-n9zs DO NOT QSE FO CONSTRUCTION PERMIT DRAWING SH E ET 13 O F 19 DOCUMENT NOT GONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MITIGABLE IMPACTS ZONE 7 � MITIGABLE IMPACTS ZONE 2 100' 0' 100' � � �,��►--�-----�� ��_r--.r� ... � �-��I �,-������� __ ���.�����r.ts..�__ :uir�-�.ys�'�ti;��" _ __ � 15" RCP-111 i� � O M � w� 0 _ + v� �o w� Z � J Q _' N V 2� I ( � ` S�TE ,6 ::� II!y �j F `� —/�G— . ���' �-.- __� .— _.—_--,_—__--- �-------------, R � r?e�� C, _ , eZ 191 � \ / r� � ��� v -Y12- POC Sta. +6356= �, �, �����` -,. - -Yl2B- Sta. 20t3/.B3 � \\�' \ �'\ r 18 D CONSTR U TION L? �S �� -Y12B— STA. 20 + 20.59 '�' \�`�� � �� \ �y : \ B2. �� � � F \ L 2 � �,,' ' �l� j�' I �' � \ � � e�. -a �'. :-� � �i 2 � _ � �� . -Y/2- PC � /� ', � � � _ . zg --� tti=- 9 � ' Sta.1Ot3725 ' ` �� : '. �Qd` .\ \ B . �l � �� `' '�" � �� ,��`W/2- POT 570. l0a-OOAO \ '_� 5�...\ �" ' �. ..�' �\ ,. �JS��� `--�1$ J15��. _ ,�� ; � � � � � Z , �, �._ � �, � �\ r � S V' .-. y �: � � ,z z_ay .,y _ /� y' � . . � \�. . , . � ��6Z, / . I � . � � . . �. � � � � V. � � � � �7 � '_ I - ;�,5� L � _— —./� I �/ Y� \ I �9 z, � ��� �, 1\\� �� .. . -,.. \ �S . � N �� 8Z \ ,�= 201 � � QZ � � BZ � � STANDARD B�� SEE DETAIL 148 � `� I ESTODDE _14.6°6.,,\ . EST XX TONS TES EST XX SY GEOTEXTILE 39 \ z � '� ?� \�` ' SITE 21 \ , � _ PUE— �.�.- v ����`v-i'7I BEGIN CONSTR UCTION -Y13E- STA.10 + 37.50 393 394 .:_ _. � ��._. I _ Q ._. _� � ���� �> - � � I E E E � -- � �--- -- a---�I � � � W = — � r 24 _ D Z IS" 15" ft( m � 75" RCP-IV N N T O m � O � = OW �. �_. 0 V US KYFi0E7TEVll1E !dD . .._ ._ . .._ _ � —_ _ - - __ -, - - _--- ---_397__ ------ - _----- . n n / �j 1� \( ) �� �7� �J PERMIT DRAWING SHEET 17 OF 19 iao o ioo � C�O �` � � �I I� � 398 399 i� i� � �� { � i .,�,��:� '�U O � _ IR - � i -- � r �3 � `�`��. mril� � I h, '� � I �_ . i� —E E— ; -- - - ' \�� � BEGIIII CONSTR UCTION / I -Y13B- STA. 10 + 00.00 SITE 22 � i �� � � � " I 39 �� LOCHNER H. W. LOCHNER, INC. 2840 PLAZA PLACE,SUITE 202 RALEIGH, NC 27612 Nu ber F NC FIRM LICGNSE No�. I'�1148 1151 SE Cary Parkway �ECOLOG[CAL �Ty''N�z�s�h —�CNGINEERING (�is7ss�-n9zs � 396 � � � ', 41 � � �� � ,� � � - x sto. �o+n5i � \\ \ � I h�o �-. � � PROJECT REFERENCE NO. SHEET NO. R-2721 64 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN.9�RY PLANS DO NOT QSE FOI� CONSTRUCTION DOCUMENT NOT GONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � ALLOWABLE IMPACTS ZONE 1 ����� ALLOWABLE IMPACTS ZONE 2 _ _ ' . . ... \ \ �I �— . -Y/3- POT Sta. 69+34.90 � � �: -Y/3E- POT Sto.12+6823 END CONSTR UCTION `` o = a�m�.�g R �� �_ � f Y13- STA. 74 + 00.00 '�i � - _--- ---- ---- 8 __--- -- - ___ �1� � _ -- f i . �� \� , \- - — ss ��____ . . . . � . �__ — — — _ �:-��. 70+00 - - _ - 75+00 — _ = _ 1�" � 24" RCP-IV 24" RCP-IV �-- � - �_ - � - � - -- -- � �-i� .II � � _—� - � �"`"` _ —; �=„ �y, —� I�----mi------- _ s _r{_ *c 4 .-----—�`--- � -�----�- E— �—i i � -. __... —_ . .__.— ___.--_----. . St Yl3 +67.64 I I � 7 � � � _� _ x i ;-�� �� i � �i � � � —� � � � � - ���a`�I[��`�; �� � J � _ � � � �1 �i ��-�r�� -��r- � � . � � i+ . LJ x ` � 400 401 40 03 -ri _ � _ :�� �. � �� ,�, � , ,. , �. , � ;,�� � � , _. � END CONSTR UCTION -Y13E- STA.15+50.00 � I �� I 1 :.,��ry I I� � I �, I :_ r,, END C011tSTRUCTION -Y13B- STA. Il + 54.37 RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ftZ) (ft2) (ftz) (ft2) (ftZ) (ftZ) (ftZ) 1 3@8'X10' RCBC 244+00 - 248+00 -L- X 0 29078 15901 44979 2'* ROADWAY FILL 277+00 - 280+50 -L- X 0 53530 30845 84374 3 2@7'X8' RCBC 280+50-L-/282+00-L- X 0 27228 13512 40741 4 NOISEWALL & E.C. ACCESS, FENCE 294+00 - 295+00 -L- X 4514 4637 9152 0 5 30" RCP 313+00 - 318+00 -L- X 0 12760 9950 22710 6 1@6'X8' RCBC 324+00 - 326+00 -L- X 0 32516 18451 50967 7 1@6'X8' RCBC (TWO) 329+00 - 333+00 -L-, 28+p0 - 30+00 -YBRPC- X 0 60417 3701 S 97435 8 ROADWAY FILL 365+50-L-l366+00-L- X 4317 3633 7951 0 9 1@6'X8' RCBC, 66" RCP 366+00-L-/367+50-L- X 0 43026 16583 59609 10** 48" RCP 384+50 - 393+00 -L- X 0 81719 58771 140489 11 ROADWAY FILL 384+50-L-/386+50-L- X 0 12732 9284 22016 12 EASEMENT 382+00-L-/383+00-L- X 0 1033 1033 0 13** 1@7'X8' RCBC 411+00 - 416+00 -L- X 0 59742 35256 94998 14 ROADWAY FILL 412+00 - 415+00 -L- X 0 12570 3470 16040 15 42" RCP 420+00-L-/422+00-L- X 0 26651 19936 46587 16 30" RCP, 2@7'X7' RCBC 438+00-L-/30+00-Y13A- X 0 50560 26570 77130 17 2@7'X8' RCBC 459+00-L-/464+00-L- X 0 99039 61848 160886 18 48" RCP 481+00-L-/491+00-L- X 0 67075 44679 111754 19 2@6'X8' RCBC, 2@7'X7' RCBC 486+00-L-/493+00-L- X 0 90601 44578 135179 20 1@ RCBC 493+00-L-l496+00-L- X 0 45963 25860 71823 21 24" RCP 65+00 - 66+00 -Y13- X 2129 2577 4706 0 22 15" RCP 10+g0 - 11+60 -Y136- X 2720 2485 5205 0 TOTAL: �sss� 14366 28047 805205 472511 1277716 0 0 "'Site includes calculated impacts to entire pond buffers outside ROW Rev. SEP 2016 Rev. May 2006 R-2721 Utility Environmental Impact Narrative Date: June 21, 2018 Utility Owner: Town of Cary, N.C. Contact: Hinde Engineering, Inc. ATTN: R. B. Wilkins, PE 401 Harrison Oaks Blvd., Suite 145 Cary, NC 27513 rwilkins(a�hindeenqineerinq.com Utility: Gravity Sewer (various sizes) General Utility Relocation: This narrative applies to the relocation of two sanitary sewer outfall lines owned and maintained by the Town of Cary. Both lines are currently located inside utility easements owned by the Town of Cary which will be inside a portion of the proposed right-of-way and crossing the proposed project in a perpendicular configuration. Both lines conflict with proposed construction and the relocation of each is briefly described below. Environmental Impacts: • Site A1: 1. Station 247+78 to Station 247+95 -L- This gravity sewer line is 42 inches in diameter and is being relocated across the entire width of the right-of-way with all manholes being located outside the right-of-way and control of access. This will involve installation of approximately 500 linear feet of pipe and four new precast manholes and will represent 35 square feet of mitigable impact in Zone 1 and 237 square feet of allowable impact in Zone 2. These impacts have been listed on the impact summary sheet and noted on the plans. • Site A2: 1. Station 279+63 to Station 280+67 -L- This gravity sewer line is 36 inches in diameter and is being relocated across the entire width of the right-of-way with all manholes being located outside the right-of-way and control of access. This will involve the relocation of 160 linear feet of pipe and three new precast manholes and will represent 1181 square feet of mitigable impact in Zone 1 and 1203 square feet of allowable impact in Zone 2. These impacts have been listed on the impact summary sheet and noted on the plans. � N � N I • � Prepared In the Offlce of: HYDRAULICS E111GI11tEER GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH L O C H N E R NC FIRM LICENSE No: F-1148 ADT 2 Ol 8— 2 8�Z OO H. W. LOCHNER, INC. 1151 SE Cary Parkway 2840 PLAZA PLACE, SUITE 202 ECOLOGICAL Suite 101 � � � � RALEIGH, NC 27612 NC License Cary, NC 27518 50 25 � 50 ��� ADT 2040 = 66,4�� (919)571-7111 Number F-0759 ENGINEERING (919) 557-0929 0� �Qo Q p� � SUNGATE DESIGN GROUP P.A. �� ° K— � Z O/O 905 JONES FR4NKLIN ROAD � �Q ��O PL/'lN S D— 65 O/O RELE9 9� 50R243 AROLINA 27606NC FIRM LICENSE NO. G890 � �� T = � � % * 2018 STA11iDARD SPECIFICATIONS PE � 50' 25' 0 50' 100' Brian K. Eason PE SIGNATURE: � � � V= 75 MPH RIGHT OF WAY DATE: I'ROJECT ENGINEER ROADWAY DESIG11t ��, a PROFILE (HORIZONTAL) *�ST = 7% DUAL 4% Februar�r 18, 2020 E111GI11tEER ���p ooQ�Q Christina L. YokeleX, EI o� ��p��Q � O� �J � O � O� 2 �' F U N C C V1S S = PROJECT DESIGN ENGINEER INTERSTATE LETTI11lG DATE: STATEWIDE TIER February 18, 2020 Dennis Jernigan, PE PE PROFILE (VERTICAL) NCDOT CONTACT SIGNATURE: � �JI�IND� � II ENGINEERING License No. C-2639 401 Harrison Oaks Blvd., Suite 145 Cary, NC 27513 � O N 0 ~ O W 0 _ + tn � w M ZN J Q = N V � I � J � o� ch y n Q � x �W N N a I C Z,a �� � �� N N H � 0 V .��������������� ►��������������� ►��������������� LEGEND MITIGABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 �l V! \ v'� � � �D � o � � \ � \ OUAD TRILLC DB 16161 PG 089 BM 1979 PG 361 F�rn Trn nun ��r,T � INLET DETAIL \ 3 L 8'x10' RCBC NTS \ \ EXCAVATION EST 32 TONS --- � � CLASS II RIP RAP� W/GEOTEXTILE (TYP) THICKNESS = 2' STREAM' BED EST 50 TONS EST 70 G�� � OUAD TRILLC DB 16161 PG 089 BM 1979 P�G 361 �� OUTLET DETAIL NTS 3 � 8'x10' RCBC EXCAVATION �EST 26 TONS CLASS II RIP RAP� W/GEOTEXTILE (TYP) FILL W/ CLASS II THICKNESS = 2' RIP RAP CLASS I RIP RAP - W/GEOTEXTILE (TYP) THICKNESS = 1.5' �' �FILL W/ CLASS II RIP RAP CLASS II RIP RAP W/GEOTEXTILE (TYP) THICKNESS = 2' -� � l I IN� 333.Sg. � T P,3q3.3s. � � N :333.4� � � � / � N —1� N � / LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 ti � NC License � Number F-0159 y � NC F[RM LICENSE No: F-1148 v'^i � 1151 SE Cary Parkway � ECOLOGICAL Cary, NC 2� 518 �" ENGINEERING (9i9) ss�-o9a9 �TpE � r� �___ �JS—� UAD TRILLC 3 16161 PG 089 a 1996 PG 771 PROJECT REFERENCE NO. SHEET NO. R-2 721 21 RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER lF�][$]�][e�Iy]I�Ivi�]E�� ]F�ILAI�T� �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SEE SHEET 75 FOR —L — PROFILE � ,� �� N�� L O C H N E R PROJECT REFERENCE NO. SHEET NO. � „ R-2 721 2 4 r � M � �� a x �w O � N C, Za �H � N N � � � � � 0 0 V ENGINEERING � � W� H. W. LOCHNER, �Nc. �w SHEET NO. LicenseNo.C-2639 - / � 2840 PLAZA PLACE, SUITE 202 ROADWAY DESIGN HYDRAULIC$ 401 Harrison Oaks Blvd., Suite 145 Cary, NC 27513 RA L E I G H� N C 2 76 � 2 � � ENGINEER ENGINEER � I / / / � NC License Number F-0159 / NC F[RM LICENSE No: F-1148 -L � 1151 SE Cary Parkway Suite 101 \ � Pls Sto 254+60.65 Pl Sto 268+06.07 /s Sto 28/+ 9.00 ECOLOGICAL �a�, N� 2�5�8 ��g��,�����gg� ��,��� � 6s = 0° 46' 23.8" �= l8° 37' 12.0" (RT l s=� 6' 23.8" '�-% ENGINEERING (919) 557-0929 �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N � L E G E N D Ls = 2/0.00' D= 0° 44' 11.2" Ls = 2/0.00' � LT = 140.00' L= 2,528.35' LT - 140.00' �� ST = 70.00' T= 1,27�5,.,4�2,�', � ST = 70.00' MITIGABLE IMPACTS ZONE 1 � �j R=_7,7C�YJ.VU SE 0.03 -� ' � -- DOCUMENT NOT CONSIDERED FINAL r��, ALLOWABLE IMPACTS ZONE 2 9\ \\\\\ ;� / ,-,�, J � UNLESS ALL SIGNATURES COMPLETED �..�. / � � � � � � � ��� � ` � � �`� � �` � � � z �� �� � �, � � � ` z �, � PAV EMENT REMOV AL �-� 1 � � ' / �' � � 0 AVED SHOULDER �'� �- � �'7' 3' LATE DITCH / � BZ ? 3c`��J �/-� �/E L�.��f�IP RAP �� 1 CONC 100 @� E' � � �;�� , �� � � � � �5. - � �� � BK ROACH� GREGORY ` �' ��� �� � � � � � CAR OLL. DAN S & ROACH, JANET �� / �� CLASS �II RIP RAP )S � 1 O 1 & DBA 4029��G � 156 M r� EST 1 5 TONS � 'V � BM . 006 PG 157 � DB 12631 PG 1609 ✓s N '� �' �, BM 1998 PG 2010 + 5.00 -L- EST 80 SY GEOTEXTI JS J' �``' COATS LARRY L ., _ �\ 40. ' LT m � ' -:- _ _ . _��)S - �� � DB 8946 PG 954 ,.� �. � 3%� l tc �= +07 00 L- ' TANDARD BAS /� � -' -- � � \ � �,: 2.00 LT DI CH V'✓/CLASS I _� �� o, RI RAP +37.00 -L- � TOE PROTECTION �,� y'�? S OPE = 3% 204.00' L SEE DETAIL 1 B � � 4�� W .: � S E D E T' A I L b B +sz.�o -�- -- � '�� c�ass RIP RAP END�'NOISEW ll8) ` EX PiL +60.00 -L- � _ Tp - EST 2 TONS -L- St f 97e �4 �oc`" � 181.50 LT � � � Z9 � u � EIP S 78°28'21" E 52.70 -L- OTEXTILE C PROP. 47 WW FENCE �82.92' �� �' EX P/L , � � Z�j S 84°33' 3" E � S g°2 ,21.� E 4-' R � 967e� ' +16. EX PiL C 2' LATERAL DI� I 6.95' 419 , � � �� W/CLASS I RIP ` P / \ SEE DETAIL 56 � �; �' � � �`4 � � �� C C � � � � - -� � � NC DEPARTMENT OF TRANSPORTATION _ - - - - - - - - - _ � � � � � __� � � 17 ��� �� �-- --- -� � � /I - � i �� / �/ ��� F F 409 � ���- 414 � � � � > ' ; ' �---- --- _ c _ --- ----� Fs ���1q_ � c� '--- - m ,, �� Fs � 4 � � N � -.• � 41 � m ` � � ' � 2GI �0, � � � �� � _�r � � ` � � � �' � �, B- 7 PROP. �UARDRAIL �,�� � � PROP.NOISEWAt;L� I � GI ,� � � �'��� ��.� GREU TL-3 CAT-1 � �. .S( �� $�t�-�- F El � � '� �� 418 ��� 8:/ � ` (' ! � �'� -) -', J ��] _ ✓ � �' � \ � r J N � � � � � r\ �� , � � � � N O 0 � J+ /�r , � � n 1�■ F.- O `� �_ �� � ' � - 1■■� F- O WO �' _� w0 � _ + � f�j �`-' . � , � � � PROP. GUl , _ AlL 2 411 CV � 81. _ + N� �, dJ ��- � 285 +00 �� PROP. GUIDERAIL 29O fOO CAT-1 t� � LLJ � � . " CP-I � � 2G - F 37 � FS 2GI-A � 24" RCP-III � � „ J W � Z(V , �N \ -^\ p 40 FS 2G1-A N� 18 RCP-III GREU TL-3 FS 2G1 �413 Z N � � � 8.1 �'h'Ur. GUARDRAIL J Q � � � �� 24" W/ELBOWS _..I � =N � N -- � � � � VN V � , � � �"� J c'� � �) � � 2@7'x8' RCBC l� � � � � � I � � � �`� � � � � � � � � 0'/� 40 TYPE B-77 ��0 1 V.� 0 GI ,-- CAT-1� - /2G1� 8:/ 50:1 _t� � 2G1 �, P�40P.N SEWALL ll9-U N TYPE 8-77 �� R - �r� � � � �� N� IP 241e15' �, 410 S gao27-3q�, E F�S 41�ROP. GUARDRAIL �- � � s �_ _ _ _ _ _ - - � � NC DEPARTMENT OF TRANSPORTATION 2qlel9' � �� - - c� F � ,,- /' � (�. i i � � 2GI c� _ "- � \ I � �1 �� 40 � ��/ F F � w -- --- --- --- --- --- --- --- --- __ � o c� � W � �_��' � N � � C 41 0- --_ � � � ' a v,C � w � F CLASS B RIP RAP + 8.02 -L- �� � � � EST 2 TONS z �� �� T E v� EST 7 SY � EX P/L � � PR TE�'fION GEOTEXTILE S 86°20'�8" E �P PROP.NOISEWALL fl9-/� � , ' .�. , \E ��B S 86°20'I8" E � � 69.89' � � �, � TOE P TECTiON , �P J . A +67.75 -L- +8 .00 -L- EX P/L EX Pit BEGIN SBG+75 � �IIII a' y9 g `'tE DE AIL 1B -�66.0 -L- +26.71 -L- 271 69 HUGHES. TODD M BECKETT, GRANT S& +50.69 -L- +40.00 -L- 196.0 ' RT EX Pit Q. ui ir_u�c STEPHANIE A EX Pit �� " ,r� BECKETT. STEPHANIE C �n � I I II I II .r'92O � 19 7 ' RT� �� II PG 1589 DB 11864 PG 2517 0 �� '�cu�,s �� R� A2 BZ 1 1 181 S F P� 2� BM 2001 PG 2061 � � � !b A II �III, EST 1 TON � 6.00 -- � l � �� IIIII EOTEX.TILE n, $• I- y' A2 BZ2 1203 SF _ +4p.00 -L �� � � , � LAWSON, MICHAEL JR o m H 2()8.00' RT I oa°j °� � DB 9391 PG 875 � � CLASS I RIP RAP �/ '� �� TRENCH DETAI L I P� �� �� BM �984 PG 609 o g 103 a N E S T 3 T O N S T = 3 6 �$' � �- 6'° � � 0 6, o 00 � EST 7 SY � I w eCE SIBLE � c�a.�s i i RaP � �� �/e ���'o o- o� THE COLE FAMILY TRUST " GEOTEXTILE � � EMBED D INTO I \�' • \�� N � DB 7300 PG 93 o v (� � � STRE� B D w I � � EST 50% TO S o,� I 1 ^" '^"" PG 609 � Q � � EST 9� SY � � ` z - � m > GEOT�XTILE ,°; � � m � � � EXIST. GRADE / ,�O � �,�� INLET DETAIL OUTLET DETAIL � �� � � ~ � " = � �%�1150N P RKo N SUBC�ivisio z SO HWI 7��0��/ N�, � NTS � `� � �ST o, ti I/�� m ��� & B� 9� � v� ,, I�I T$ _� . o N w -�,,/ �8 / \ � BM 'ZO I 1 1• 0 /� v0� q� �/� 2�7 x8 RCBC EXCAVATION '/ I � `"_`! � � / m v - - - / / B�\ ,,, EST 47 CY / l . N I � � � � �5 � �� � FfFf� F���fFf� - � � � �'3 Nc z�7�xs� RCBc o�� z � ���� �� `�- �� ����-�� , �3 � � `���� %� � `� ������14'� �-=.w�- 3E� ,� �` �-r����i ���� N 88°52'0�" � - �- l , �� �a � . � ����-� �fff� ��� �>���� ������ � �`' ti � �-- ' -�- `-'v "�'-'�" ��, � IP 158.35" : EXCAVATION NG WEINBERG JILL �"v`���� ~` - M�`��M"��" �; EST 7a cY ISBKD »-,� ,.-� - . ��o ���3�`r�33M �,�,��1 ����� z -�-��;� , � � - - - - � & WEINBERG. CRAIG '�9 �9 � �?�_{ �� 36 �� SEWER ������- � _ � � DB 10825 PG 1483 "�',� � � �� � � ? �z-� ��" L I N E �=�-� - - - �, � ' BM 2002 PG 519-521 m� S 86: -������7��"�=��fF-�Fff�����ff ���r-����� �; � i� f������?�� ;»>���������»»�?�»»������� ��i»»� TOWN OF CARY � CLASS II RIP RAP � DB 8305 PG 1939 WHICKNESSXTIL2E (TYP) BM 3004 PG 178 BM 1999 PG 76 � � . � I � � e�M 1 - CLASS II RIP RAP W/ GEOTEXTILE (TYP) CLASS I RIP RAP THICKNESS = 2' W/ GEOTEXTILE (TYP) THICKNESS = 1.5' I SEE SHEET 77 FOR -L - PROFILE RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 CROSSING IMPACT (ftZ) (ftZ) (ftZ) (ft2) (ftZ) (ftz) (ftZ) (ft2) A1 247+78 to 247+95 -L- 42" Gravity Sewer X 237 237 35 35 A2 279+ 63 to 280+67 -L- 36" Gravity Sewer X 1203 1203 1181 1181 TOTALS": 0 1440 1440 1216 0 1216 0 0 NOTES: Impacts othre than perpendicular underground utility crossing (non-electric) Revised 2018 Feb R-2721 Utility Environmental Impact Narrative Date: June 21, 2018 Utility Owner: Town of Cary, N.C. Contact: Hinde Engineering, Inc. ATTN: R. B. Wilkins, PE 401 Harrison Oaks Blvd., Suite 145 Cary, NC 27513 rwilkins(a�hindeenqineerinq.com Utility: Gravity Sewer (various sizes) General Utility Relocation: This narrative applies to the relocation of two sanitary sewer outfall lines owned and maintained by the Town of Cary. Both lines are currently located inside utility easements owned by the Town of Cary which will be inside a portion of the proposed right-of-way and crossing the proposed project in a perpendicular configuration. Both lines conflict with proposed construction and the relocation of each is briefly described below. Environmental Impacts: • Site A1: 1. Station 247+52 to Station 247+89 -L- This gravity sewer line is 42 inches in diameter and is being relocated across the entire width of the right-of-way with all manholes being located outside the right-of-way and control of access. This will involve installation of approximately 500 linear feet of pipe and four new precast manholes and will require 0.05 acres of hand clearing, 0.03 acres of excavation in wetlands and approximately 0.02 acres of temporary fill in wetlands. These impacts have been listed on the impact summary sheet and noted on the plans. • Site A2: 1. Station 280+27 to Station 280+65 -L- This gravity sewer line is 36 inches in diameter and is being relocated across the entire width of the right-of-way with all manholes being located outside the right-of-way and control of access. This will involve the relocation of 160 linear feet of pipe and three new precast manholes. This will require 0.03 acres of hand clearing, 0.01 acres of excavation in wetlands and 0.01 acres of temporary fill in wetlands, and 0.01 acres of temporary stream impact due to excavation across the existing jurisdictional stream (width of excavation will not exceed fifteen feet). These impacts have been listed on the impact summary sheet and noted on the plans. � N � N I • � Prepared In the Offlce of: HYDRAULICS E111GI11tEER GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH L O C H N E R NC FIRM LICENSE No: F-1148 ADT 2 Ol 8— 2 8�Z OO H. W. LOCHNER, INC. 1151 SE Cary Parkway 2840 PLAZA PLACE, SUITE 202 ECOLOGICAL Suite 101 � � � � RALEIGH, NC 27612 NC License Cary, NC 27518 50 25 � 50 ��� ADT 2040 = 66,4�� (919)571-7111 Number F-0759 ENGINEERING (919) 557-0929 0� �Qo Q p� � SUNGATE DESIGN GROUP P.A. �� ° K— � Z O/O 905 JONES FR4NKLIN ROAD � �Q ��O PL/'lN S D— 65 O/O RELE9 9� 50R243 AROLINA 27606NC FIRM LICENSE NO. G890 � �� T = � � % * 2018 STA11iDARD SPECIFICATIONS PE � 50' 25' 0 50' 100' Brian K. Eason PE SIGNATURE: � � � V= 75 MPH RIGHT OF WAY DATE: I'ROJECT ENGINEER ROADWAY DESIG11t ��, a PROFILE (HORIZONTAL) *�ST = 7% DUAL 4% Februar�r 18, 2020 E111GI11tEER ���p ooQ�Q Christina L. YokeleX, EI o� ��p��Q � O� �J � O � O� 2 �' F U N C C V1S S = PROJECT DESIGN ENGINEER INTERSTATE LETTI11lG DATE: STATEWIDE TIER February 18, 2020 Dennis Jernigan, PE PE PROFILE (VERTICAL) NCDOT CONTACT SIGNATURE: � �JI�IND� � II ENGINEERING License No. C-2639 401 Harrison Oaks Blvd., Suite 145 Cary, NC 27513 � O N 0 ~ O W 0 _ + tn � w M ZN J Q = N V � I � J � � � o�N _ ZC �,a �1 L �� N � LEGEND � DENOTES EXCAVATION IN WETLAND DENOTES TEMPORARY FILL IN WETLAND � DENOTES HAND CLEARING \ 3 L 8'x10' RCBC— \ \ EXCAVATION- EST 32 TONS \ OUAD TRILLC DB 16161 PG 089 BM 1979 PG 361 E1�D TIP PRO INLET DETAIL NTS � CLASS II RIP RAP� W/GEOTEXTILE (TYP) THICKNESS = 2' NG � FILL W/ CLASS II RIP RAP \ � OUAD TRILLC DB 16161 PG 089 BM 1979 PG 361 � �� � � � .D � o � � \ � \ STREAM BED EST 50 TONS EST 70 GEOT OUTLET DETAIL / NTS 3� 8'x10' RCBC H I-IT1 .� N r? CLASS II RIP RAP� W/GEOTEXTILE (TYP) THICKNESS = 2' CLASS I RIP RAP - W/GEOTEXTILE (TYP) THICKNESS = 1.5' EXCAVATION EST 26 TONS � FILL W/ CLASS II RIP RAP CLASS II RIP RAP W/GEOTEXTILE (TYP) THICKNESS = 2' -�� � / �� W �333.Sg. P;3q3.3s. � 3.4�� \ / LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 � ECOLOGICAL �" ENGINEERING r P°35/.9/� �S� �N ; 33 . 'S� � 5 S0� � ((( � N \ � �� � � I / / � � � TDE � J NC License Number F-0159 NC F[RM LICENSE No: F-1148 1151 SE Cary Parkway Suite 101 Cary, NC 27518 (919) 557-0929 �___ �JS—� � �� // UAD TRILLC 3 16161 PG 089 a 1996 PG 771 PROJECT REFERENCE NO. SHEET NO. R-2 721 21 RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ����������� ���A�1 � �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N 0 N 0 ~ O W � _ � N N W N Z J _ � UN � I Q J � I SEE SHEET 75 FOR -L - PROFILE � �JI�IND� � II ENGINEERING License No. C-2639 401 Harrison Oaks Blvd., Suite 145 Cary, NC 27513 � O N 0 ~ O W 0 _ + tn � w M ZN J Q = N V � I � J � �' 3� r N� N� � �1 L � � �W. 0 Z� c� �.°: � �, N =r N� � N � I H 0 n LEGEND � DENOTES EXCAVATION IN WETLAND DENOTES TEMPORARY FILL IN WETLAND � DENOTES HAND CLEARING \ I 3 L 8'x10' RCBC EXCAVATION- EST 32 TONS � �� � � � .D � o � � \ � \ OUAD TRILLC DB 16161 PG 089 BM 1979 PG 361 E1�D TIP PROJECT 1 INLET DETAIL NTS � NG � \\ STREAM' BED EST 50 TONS EST 70 G�� � OUAD TRILLC DB 16161 PG 089 BM 1979 PG 361 OUTLET DETAIL NTS �3 � 8'x10' RCBC I I% I I CLASS II RIP RAP� CLASS II RIP RAP FILL W/ CLASS II W ICKNESSTIL 2(TYP) W/GEOTEXTILE (TYP) RIP RAP THICKNESS = 2' W GEOTEXITILEAT YP) THICKNESS = 1.5' EXCAVATION EST 26 TONS � �' �FILL W/ CLASS II RIP RAP CLASS II RIP RAP W/GEOTEXTILE (TYP) THICKNESS = 2' �� � cYJ � _ _ "? ,�I rn �/ �� W LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 � ECOLOGICAL �" ENGINEERING r P°35/.9/� �S� �N ; 33 . 'S� � 5 S0� � ((( � N \ � � \ � IV; / � -� �TpE � r� � r� � ��` W � "' `SS I�N� 333.Sg. T P'3q3.3S. N _ 333.4� � / N N NC License Number F-0159 NC F[RM LICENSE No: F-1148 1151 SE Cary Parkway Suite 101 Cary, NC 27518 (919) 557-0929 �___ �JS—� �`'6, S UAD TRILLC 3 16161 PG 089 a 1996 PG 771 PROJECT REFERENCE NO. SHEET NO. R-2721 21A RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ����������� ���A�1 � �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED N 0 N 0 ~ O W � _ � N N W N Z J _ � UN � I Q J � I SEE SHEET 75 FOR -L - PROFILE � �JI�IND� � II ENGINEERING License No. C-2639 401 Harrison Oaks Blvd., Suite 145 Cary, NC 27513 � \ � �� M � N 0 � O W � w _ + cn ap W N Z J Q UN ~ J � I � � r y�� N � �1 a� �w� O ' N �. I— Z� � a'. 1�L; �` N�1 �� N � I H � 0 ✓s � N ROACH. GREGORY & ROACH, JANET DB 12631 PG 1609 BM 1998 PG 2010 �S LEGEND �DENOTES IMPACTS IN SURFACE WATER � DENOTES EXCAVATION IN WETLAND DENOTES TEMPORARY FILL IN WETLAND Fi�%� n�r.inT�c uer.in I � lJ(�) � �� TOWN OF CARY DB 8305 PG 1939 BM 3004 PG I785 BM 1999 PG 761 I � � BO9 BM ; � G S 86' I� � / � -L - Pls Sta 254 +60.65 Pl Sto 268 +06.07 /s Sto 28/ + 9.0 6s = 0° 46' 23.8" �= l8° 37' 12.0" (RT l s=� 6' 23.8" Ls = 2/0.00' D= 0° 44' 11.2" Ls = 2/0.00' LT = 140.00' L= 2,528.35' LT - 140.00' ST = 70.00' T= 1,275.42' � ST = 70.00' � / R = 7,7� i SE � 0.03 � Z2 ��� � � N 88°52'0�" W� 158.35' BM 1984 PG 609 INLET DETAIL NTS 2�7'x8' RCBC CLASS II RIP RAP—�' WHICKNESSXTIL2E (TYP) XCAVATION ST 47 CY LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 � ECOLOGICAL �" ENGINEERING o�o 0 00 M � 0 � NC License Number F-0159 NC F[RM LICENSE No: F-1148 1151 SE Cary Parkway Suite 101 Cary, NC 27518 (919) 557-0929 1� THE COLE FAMILY TRUST DB 7300 PG 93 BM 1984 PG 609 OUTLET DETAIL NTS NG I 2�7 x8' RCBC EXCAVATION EST 74 CY � _ �� � � � CLASS II RIP RAPJ W/ GEOTEXTILE (TYP) THICKNESS = 2' �NG i �� ASS I RIP RAP GEOTEXTILE (TYP) ICKNESS = 1.5' PROJECT REFERENCE NO. SHEET NO. R-2721 24 RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER lF�][$]�][e�Iy]I�Ivi�]E�� ]F�ILAI�TT� �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �CONC� iBK !OLL, oaN s 1029 ��G � 156 M 006 PG 157 � Z� aN � H � �� oQ �o �Q z= � w �o N � ~ O � � a � �° � o� W � � U Z I SEE SHEET 77 FOR -L - PROFILE � N � W 0 W O _ + �� W N Z J Q _ � � H � < � I � �JI�IND� � II ENGINEERING License No. C-2639 401 Harrison Oaks Blvd., Suite 145 Cary, NC 27513 � \ � �� M � N 0 � O W � w _ + cn ap W N Z J Q UN ~ J � I �O 3� �-- , a, � �i ao X-: OW: N I �i � � �,a: ��� N = r N� � N I � I H � � ✓s �� . -� ROACH. GREGORY � & ROACH, JANET DB 12631 PG 1609 BM 1998 PG 2010 LEGEND �DENOTES IMPACTS IN SURFACE WATER � DENOTES EXCAVATION IN WETLAND DENOTES TEMPORARY FILL IN WETLAND Fi�%� n�r.inT�c uer.in � � ���� TOWN OF CARY � DB 8305 PG 1939 BM 3004 PG I785 BM 1999 PG 761 I � � � �.i, BO9 BM �� � G S 86' I� Pls Sta 254 +60.E 6s = 0° 46' 23.8" Ls = 2/0.00' LT = 140.00' ST = 70.00' � Z2 � / � -L - Pl Sto 268 +06.07 /s Sto 28/ + 9.00 �= l8° 37' 12.0" (RT l s=� 6' 23.8" D= 0° 44' 11.2" Ls = 2/0.00' L = 2,528.35' LT - 140.00' T = 1,275.42' � ST = 70.00' R = 7,7� SE � 0.03 / / ��� / <�, , � � N 88°52'0�" W� 158.35' BM 1984 PG 609 INLET DETAIL NTS 2�7'x8' RCBC CLASS II RIP RAP—�' WHICKNESSXTIL2E (TYP) LOC H N E R H. W. LOCHNER, INC. 2840 PLAZA PLACE, SUITE 202 RALEIGH, NC 27612 � ECOLOGICAL �" ENGINEERING o�o 0 00 M � 0 � OUTLET DETAIL NTS —EXCAVATION EST 47 CY NG 2�7�x8' RCBC� --�— EXCAVATION , EST 74 CY � —_�� � � ; CLASS II RIP RAPJ W/ GEOTEXTILE (TYP) THICKNESS = 2' NC License Number F-0159 NC F[RM LICENSE No: F-1148 1151 SE Cary Parkway Suite 101 Cary, NC 27518 (919) 557-0929 1� THE COLE FAMILY TRUST DB 7300 PG 93 BM 1984 PG 609 ASS I RIP RAP GEOTEXTILE (TYP) ICKNESS = 1.5' PROJECT REFERENCE NO. SHEET NO. R-2 721 24A RrW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER lF�][$]�][e�Iy]I�Ivi�]E�� ]F�ILAI�TT� �c� N�°Jf' L75� 1F�I� C�N571°R�.TC7['d�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �CONC� iBK !OLL, oaN s 1029 ��G � 156 M 006 PG 157 � Z� aN � H � �� oQ �o �Q z= � w �o N � ~ O � � a � �° � o� W � � U Z I SEE SHEET 77 FOR -L - PROFILE � N � W 0 W O _ + �� W N Z J Q _ � � H � < � I WETLAND AND SURACE WATER IMPACTS SUMMARY WETL IM A TS S A E ATER PACT 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) A1 247+52 to 247+89 -L- 42" Gravity Sewer 0.02 0.03* 0.05 A2 280+27 to 280+65 -L- 36" Gravity Sewer 0.01 0.01 * 0.03 0.01 15 TOTALS*: 0.00 0.03 0.04 0.00 0.08 0.00 0.01 0 15 0 'Excavation in existing maintained sewer easement - Temporary Impact NOTES: 2018 Fab