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HomeMy WebLinkAbout20090104 Ver 1_401 Application_20090202Ji u MICHAEL F. EASLEY GOVERNOR January 21, 2008 US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Dr., Suite 105 Wake Forest, NC 27587 Attention: Eric Alsmeyer NCDOT Coordinator, Division 5 LYNDO TIPPETT SECRETARY 090 U Subject: Application for Section 404 Individual Permit, Individual Section 401 Water Quality Certification, Individual Isolated Wetlands Permit and Neuse Buffer Authorization and for Rolesville Bypass, US 401 from SR 2044 (Ligon Mill Road) to SR 1700 (Fox Park Road), Wake and Franklin Counties, Federal Aid No. STP-401(4), State Project No. 81403001, WBS 34506.1.1, Division 5, TIP R-2814 A, B, C and D. $540.00 Debit WBS Element 34506.1.1. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to construct a 18.5 mile long, widening and new location roadway (Rolesville Bypass) in Wake and Franklin Counties. It is proposed as a four lane, median divided facility. This application package consists of the cover letter, ENG Form 4345, Hydraulic Design (Concurrence Point 4B and 4C) meeting minutes for Section A, copy of the agreement letter for Cascine Plantation and State Historic Preservation Office concurrence letters, permit drawings and roadway plan sheets. Purpose and Need The main purpose of the proposed Rolesville Bypass is to alleviate the existing and future capacity deficiencies along US 401. The proposed improvements will alleviate traffic congestion and provide an acceptable level of service through the design year 2025 and will also improve safety along US 401. Summary of Impacts The project lies in the Piedmont Physiographic Province in the Neuse (HUC 03020201) and Tar- Pamlico River Basins (HUC 03020101). R-2814A and B lie in the Neuse River Basin. R-2814C lies both the Neuse River Basin and Tar-Pamlico River Basin. R-2814D lies entirely in the Tar- 0 STATE OF NORTH CAROLINA FC6 0 O 2008 abgr?IR DEPARTMENT OF TRANSPORTATION MAILING ADDRESS: LOCATION: NC DEPARTRENT OF TRANSPORTATION TELEPHONE: 919-715-1334 2728 CAPrrA BLVD. PRO.IECT DEVELOPAENT AND ENVIRONI.ENTAL ANALYSIS FAX 919-715-5591 SurrE 240 1598 MAR SERVICE CENTER RALEIGH NC 27604 RALEIGH NC 27699-1598 WEssnE: www..NCDOT.oRG Pamlico''River Basin, Permanent impacts on jurisdictional areas of the proposed project are summarized in-Table 1 below and in more detail in Tables 4-5 for wetlands and Tables 6-7 for surface;waters. Impacts for Section A are for final design, Section B is preliminary design with er drawings and Sections C and D are P preliminary with roadway drawings. hit Table 1. Summary of Jurisdictional Permanent Impacts Section HUC Riparian Wetlands (ac)* Non- riparian Wetlands ac Streams (ft) Ponds (ac) Isolated Wetlands (ac) R-2814A 03020201 <0.15 0 1032 0.01 0 R-2814B 03020201.. 2.47 0.19 2674. 10.07 1.58 R-2814C 03020201 ? 2.11 0.50 282 0 <0.01 Total for HUC 03020201 <4.73 0.69 3988 10.08 <1.59 R-2814C 03020101 .0.23 0 395 0 0 R-2814D 03020101 0.43 0 653 0 0 Total for HUC 03020101 0.66 0 1048 0 0 *Includes fill, excavation, and mechanized clearing Summary of Mitigation The project has been designed to avoid and minimize impacts to jurisdictional areas throughout the NEPA and design processes. However, project impacts will still require mitigation. Compensatory mitigation requirements for the proposed Rolesville Bypass are summarized in Table 2 below. Due to the status of Sections C and D being currently unfunded, NCDOT is only proposing mitigation for Sections A and B. Mitigation requirements for Sections A and B are 2.62 acres of riparian wetlands, 1.77 acres of non-riparian wetlands and 3141 linear feet of streams. Mitigation will be debited from Jefferys Warehouse Mitigation Site and Mark's Creek Mitigation Site. Table 2. Summary of Jurisdictional Impacts Requiring Mitigation Section HUC Riparian Wetlands ae Non-riparian Wetlands ac Streams (ft) Isolated Wetlands ac R-2814A 03020201 0.15 0 725 0 R-2814B 03020201 2.47 0.19 2416 1.58 R-2814C 03020201 2.11 0.50 282 0.01 Total for HUC 03020201 4.73 0.69 3423 1.59 R-2814C 03020101 0.23 0 395 0 R-2814D 03020101 0.43 0 653 0 Total for HUC 03020101 0.66 0 1048 0 r - PROJECT SCHEDULE For construction purposes, the Rolesville Bypass has been broken down into four sections. Table 3 reflects the project breakdown and section termini. Permit drawings for the proposed Rolesville Bypass have been prepared based on final design for R-2814A and preliminary design for R-2814B, R-2814C and R-2814D. NCDOT will apply for any relevant permit modifications for Sections B, C, and D when final design is complete and prior to construction. Currently, Sections C and D are not funded for construction. At the time of this application, there is no information available to when Sections C and D will be complete. An approximate date may be 2020. Table 3. Description of Project Sections for Construction Purposes Section Project Termini Let Date R-2814A Widen US 401 from SR 2044 to SR 2226 10/20/09 R-2814B New Location from SR 2226 to NC 96 4/19/11 R-2814C Widen US 401 from NC 96 to SR 1103 Post year R-2814D Widen US 401 from SR 1103 to SR 1700 Post year NEPA DOCUMENT STATUS The Environmental Assessment (EA) was approved on October 11, 2001 and the Finding of No Significant Impact (FONSI) was approved on October 31, 2006. A Right-of-Way consultation for Section B was completed December 19, 2008. After approval, the documents were circulated to the appropriate agencies. Additional copies will be provided upon request. INDEPENDENT UTILITIES The subject project is in compliance with 23 CFR Part 771.111(f) which lists the Federal Highway Administration (FHWA) characteristics of independent utility of 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 usable and a 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. RESOURCE STATUS Original wetland and stream delineations were completed between October 1999 and January 2001. Streams and wetlands were reevaluated in 2004 and 2005. A Jurisdictional Determination was issued by the U.S. Army Corps of Engineers on January 19, 2006. This expires on January 19, 2011. Neuse and Tar-Pamlico buffer determinations were completed during site visits with Division of Water Quality personnel on October 26, 2004, January 26 and March 30, 2005. • t, These determinations were stated in a letter from DWQ dated July 27, 2005. These determinations expire July 27, 2010. IMPACTS TO WATERS OF THE UNITED STATES Wetlands Permanent riparian wetland impacts total 5.46 acres and non-riparian impacts total 0.69 acres for the entire project. Tables 4-5 list permanent impacts (fill, excavation, and mechanized clearing) and temporary impacts (Section A only). Impacts are based upon final design for R-2814A and preliminary design for R-281413, C, and D. Table 4. R-2814A Wetland Impacts (Final) and Descriptions (HUC 030202011 Permit Site No. Wetland Reference No*. Riparian or Non-riparian Permanent Impacts Acres Tempory Im acts Acres 1 R Riparian 0.01 0.01 2 S Riparian <0.01 0 3 T Riparian 0.03 0 4 U Riparian 0.01 0 6 AP Riparian 0.08 0 Total <0.15 0.01 *refers to Figure 4 in FONSI Table 5. R-2814B Wetland Impacts (Preliminary) and Descriptions (HUC 030202011 Permit Site No. Wetland Reference No.* Riparian or Non-Riparian Permanent Impacts (Acres) 2 V Riparian 0.20 3 AA Riparian 0.26 4 X Riparian 0.26 7 D Riparian 0.89 13 Y Non-riparian 0.19 14 F Riparian 0.48 15 FA Non-riparian 1.58 17 AB Riparian 0.38 Total 4.24 *refers to Figure 4 in FONSI R-2814C Wetland Impacts (Preliminary) Total riparian wetland impacts for HUC 03030201 are 2.11 acres. Total non-riparian impacts for HUC 03030201 are 0.50 acres. Total riparian wetland impacts for HUC 03020101 are 0.23 acres. These impact numbers come from Table 2 in the FONSI. R-2814D Wetland Impacts (Preliminary) Total riparian wetland impacts for HUC 03030101 are 0.43 acres. These impact numbers come from Table 2 in the FONSI. 4 Surface Waters Permanent stream impacts for R-2814A, B, C and D are 5,036 linear feet and pond impacts are 10.08 acres. Tables 6 and 7 list the site number, reference number, stream name, amount of permanent impacts, amount of mitigation required, pond impacts, DWQ classification, and DWQ index number. The stream reference numbers correspond to the Table 2 in the FONSI. Impacts are based upon final design for R-2814A, preliminary design with permit drawings for R-2814B and preliminary roadway plans with impacts coming from Table 2 in the FONSI for Sections C and D. There are no streams listed on the Final 2006 List of impaired waters [Section 303(d)] within the project area. The only 303(d) stream listed within 1.0 mile of the project area is Toms Creek. It is listed due to impaired biological integrity. This stream does not drain to any streams in the project area. Two unnamed tributaries (UTs) of Toms Creek are located in the project area. No Outstanding Resource Waters (ORW) occur within 1.0 mi of the project area. Cedar Fork Creek and Perry Creek are classified at WS II, HQW waters and are located in Section B. Table 6. R-2814A Surface Water Impacts (Final) Permit Site No. Stream Intermittent/ Permanent Impacts Ponds DWQ DWQ (Reference No.*) Name or Perennial Stream Requiring (ac) Class Index Watershed Impacts Mitigation number if Pond feet feet HUC 03020201 1 (Stream la) UT Neuse Intermittent 75 69 0 C NSW 27-(20.7) River 3 ( Stream 2) UT Neuse Intermittent 160 0 0 C NSW 27-(20.7) River 4 (Stream 3) UT Neuse Perennial 392 376 0 C NSW 27-(20.7) River 5 (Stream 4) UT Neuse Intermittent 111 0 0 C NSW 27-(20.7) River 6 ( Stream5) UT Toms Intermittent 95 95 0.01 C NSW 27-24 Creek 7 ( Stream 6) UT Toms Perennial 199 185 0 C NSW 27-24 Creek Total 1032 725 0.01 *refers to Figure 4 in FONSI The Jurisdictional Determination (JD) did not require mitigation for the stream at Site 5. Since the receipt of the JD, the US Army Corps of Engineers has stated that Stream 2 (Site 3) on the north side of US 401 was no longer considered jurisdictional but was jurisdictional on the south side of US 401 and no mitigation was required, per an email dated 10/1/07. Bank stabilization occurs at the outlet of streams at Sites 1, 3, 4 and 7. The rip rap will be contained along the bank and will not incur a loss of Waters of the US, therefore no mitigation is proposed. Table 7. R-2814B Surface Water Impacts (Preliminary) Permit Site No. Stream Intermittent/ Permanent Impacts Pond DWQ DWQ Index (Reference No.) Name Perennial Stream Requiring Impacts Class number Impacts Mitigation (acres) feet feet HUC 03020201 1 (Stream7) UT to Harris Intermittent 281 281 0 C NSW 27-26 Creek 4 (Stream 8A) UT to Hams Perennial 115 115 0 C NSW 27-26 Creek 5 UT to Harris n/a n/a n/a 1.53 C NSW 27-26 Creek 6 (Stream 9) UT to Harris 22 22 0 C NSW 27-26 Creek 7 (Stream 10 and UT to Hams Perennial 495 495 0 C NSW 27-26 l0A Creek 8 Stream 20 Hams Creek Perennial 518 518 0 C NSW 27-26 9 (Stream 23 and UT to Hams Perennial/ 626 626 1.25 C NSW 27-26 23A Creek Intermittent 11 (n/a) Cedar Fork Perennial 22 22 7.29 WS-II 27-57-3 Creek NSW H W 12 (Stream 23C) UT to Cedar Intermittent 258 0 0 WS-II 27-57-3 Fork Creek NSW H W 16 (Stream 25) Perry Creek Perennial 337 337 0 WS-II 27-57-2 NSW HOW Total 2674 2416 10.07 R-2814C Stream Impacts (Preliminary) Total stream impacts for HUC 03030201 are 282 linear feet. Total stream impacts for HUC 03020101 are 395 linear feet. These impact numbers come from Table 2 in the FONSI. (Correction to Table 2 in FONSI, Streams 27 and 28 are non jurisdictional and impact numbers from Table 2 not included in this permit application). R-2814D Stream Impacts (Preliminary) Total stream impacts for HUC 03020101 are 653 linear feet. These impact numbers come from Table 2 in the FONSI. (Correction to Table 2 in FONSI, Stream 39A is non-jurisdictional and impact numbers from Table 2 not included in this permit application). BUFFER IMPACTS This project impacts buffers in both the Neuse River Basin and the Tar-Pamlico River Basin. R- 2814A, B and part of C are in the Neuse River Basin and part of Section C and all of Section D are in the Tar-Pamlico River Basin. Only Section A has final design. Section B has preliminary impacts with permit drawings while Sections C and D do not have permit drawings, only preliminary roadway plans, and impacts were derived from Table 2 in the FONSI. Wetlands are present within the impacted buffer areas. The wetland impacts within the mitigable buffer areas have been subtracted out. Buffer impacts in these areas will not be mitigated, only the wetland impacts. This will apply to Sections A and B only. Table 8. R-2814A Neuse Riparian Buffer Impacts (Final) Impacts Other Than Road Crossing Road Crossing Road Crossings Zone 1 Impact (sq. ft) 0 60,919 6809 Zone 2 Impact (sq. ft) 1389 29,758 6357 Mitigation requirements Allowable with Allowable with Allowable(impacts less (exempt, allowable or mitigation mitigation than 150 linear feet or allowable with one-third of an acre). mitigation) Table 9. R-2814A Total Neuse Riparian Buffer Impacts Requiring Mitigation (Final) Zone 1 (sq. ft.) Zone 2 (sq. ft.) Buffer Impacts requiring mitigation 60,919 31,147 Minus wetlands in buffers -174 0 Total Buffer impacts requiring mitigation 60,745 31,147 Table 10. R-2814B Neuse Riparian Buffer Impacts (Preliminary) Impacts Other Than Road Crossing Road Crossing Road Crossings Zone 1 Impact (sq. ft) 3169 237,163 506 Zone 2 Impact (sq. ft) 5693 136,497 0 Mitigation requirements Allowable with Allowable with Allowable (impacts (exempt, allowable or mitigation mitigation less than 150 linear feet allowable with or one-third of an acre). mitigation) 7 Table 11. R-2814B Total Neuse Riparian Buffer Impacts Requiring Mitigation (Preliminary) Zone 1 (sq. ft.) Zone 2 (sq. ft.) Buffer Impacts requiring mitigation 240,332 142,190 Minus buffers in wetlands -50,381 -17,843 Total Buffer impacts requiring mitigation 189,951 124,347 Total Zone 1 buffer impacts requiring mitigation are 251,696 and Zone 2 impacts requiring mitigation are 155,494 for Sections A and B. DWQ has agreed to let NCDOT acquire the necessary buffer mitigation for Sections C and D when funding is released for these sections and before applying for the permit modification. Mitigation for Neuse riparian buffer impacts will be debited from the Wiggins Mill Mitigation Site. The Wiggins Mill Mitigation Site is located in Wilson County, south of the Wiggins Mill Reservoir and southwest of the city of Wilson. The site was originally constructed as mitigation for U-3472 and R-1030 and encompasses approximately 89 acres. The site was completed in March of 2001 and has successfully met all hydrologic and vegetative monitoring criteria. To offset unavoidable Neuse Buffer impacts associated with T.I.P. R-2814A and B, the Wiggins Mill Mitigation Site will be debited 985,329 square feet of Neuse Buffer mitigation. This debit is reflected in the debit ledger below. Table 12. Wiggins Mill Mitigation Site Site name Site TIP HUC River Basin Division Coun Wiggins R. NM 1023WM 3020203 Neuse 4 Wilson Mitigation As Built Type Notes Quantity Available Debit Debit Debit R- R- 1023 U-3472 1023AB&B Riverine Wetland Restoration 84 12.9 70.6 0.44 Riverine Wetland Enhancement 5 5 Buffer S.F. 1,194,664 2,425 206,910 Stream Restoration 7,020 247 2,380 1,109 2,284 Table 12 cont. Wig . s Mill Mit ation Site Debit Debit Debit U-3823A R- 1030AA R- 2814A and B 0.08 985,329 1,000 PROTECTED SPECIES Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of January 31, 2008, the U.S. Fish and Wildlife Service (USFWS) website lists three federally protected species for Wake County and three federally protected species for Franklin County (Table 7). The bald eagle was previously listed for Wake County although, became officially delisted on August 8, 2007. There is no habitat for bald eagle. Table 13. Federally Protected Species for Wake and Franklin Counties Scientific Name Common Name County Status Habitat Present Biological Conclusion Alasmidonta heterodon Dwarf wed emussel Franklin/Wake E** Yes MANLTAA* Elli do steinstansana Tar River in ussel Franklin E Yes MANLTAA Picoides borealis Red-cockaded woodpecker Wake E No No Effect Rhus michauxii Michaux's sumac Franklin/Wake E Yes No Effect May Affect, Not Likely To Adversely Affect ** E=Endangered Surveys for the red-cockaded woodpecker and Michaux's sumac were conducted in October 1999, January 2001, August and September 2004 and September 2008 (this date only for Michaux's sumac). No populations of any of these protected species were observed during the surveys. Biological Conclusions of No Effect have been rendered for these species. There is some habitat for the Tar River spinymussel and dwarf wedgemussel. No specimens were found during surveys. These species were rendered Biological Conclusions of May Affect-Not Likely to Adversely Affect. The USFWS issued concurrence with the Biological Conclusions for all species in a letter dated December 8, 2008 and is found in the Appendix of the FONSI. Section 7 consultation will need to be reinitiated for Sections C and D before construction. The following conservation measures are required by the USFWS for the dwarf wedgemussel. 9 • Clearing of riparian areas will be minimized to the fullest extent practical to reduce direct effects of the species. • The use of HQW erosion control standards or other erosion control standards approved by the USFWS throughout the construction process in all areas within the project right-of- way that are located in the Little River, Crooked Creek and Cedar Creek watersheds. • As project design information becomes available for Section C and D, NCDOT will provide written notice of this information to the USFWS (Raleigh Field Office) and the NCWRC non-game and protected species program. • NCDOT will schedule meetings and/or field meetings to discuss these design plans in order to develop specific methods to avoid/minimize direct effects to the Little River, Crooked Creek and Cedar Creek. • NCDOT will conduct an interim mussel survey/instream habitat evaluation at the Crooked Creek and Little River survey locations (Section C) and at the Cedar Creek survey location (Section D) after Let Dates have been established for each of these sections. • The final pre-construction mussel surveys/instream habitat evaluations will be conducted in the project footprint and immediately downstream for Crooked Creek and Little River (Section C) and Cedar Creek (Section D) before these sections are let for construction. • NCDOT will implement Best Management Practices (BMPs) that meet or exceed the current practices and regulations that mandate environmental protection • The North Carolina Sedimentation and Pollution Control Act of 1973 requires 15 working days or 30 calendar days to stabilize erodible areas once grading has been completed. The NCDOT will strictly adhere to these guidelines. CULTURAL RESOURCES Archaeolo¢v Archaeological surveys were conducted for this project. As currently designed, the proposed widening for US 401 and Rolesville Bypass will have no effect upon significant archaeological resources and the North Carolina Department of Cultural Resources (NCDCR) does not recommend any additional archaeological investigation. Enclosed is the concurrence letter from NCDCR dated August 6, 2008. Historic Architecture During the historic architecture investigation, it was determined that seven properties were eligible for the National Register. In the EA, it states six of the properties were either no effect or no adverse effect. The Casine Plantation had an adverse effect due to temporary construction easements on the property. Since the EA, it has been determined that there would be no adverse effect to the Casine Plantation because NCDOT would not be acquiring any right-of-way or easements for the historic property and will provide access to the property. Enclosed is the Concurrence form for the no adverse effect call, dated April 13, 2008, and a letter from NCDOT dated March 7, 2006, to the Tar River Land Conservancy stating NCDOT will provide access to the site. 10 FEMA COMPLIANCE Wake and Franklin Counties are currently participating in the National Flood Insurance Program, administered by the Federal Emergency Management Agency (FEMA). There are no streams with FEMA designated flood hazard zones on project R-2814A. Project R-2814B crosses the FEMA designated flood hazard zones of Cedar Fork Creek (Basin 10, Stream 15) and Perry Creek (Basin 10, stream 19). Project R-2814C crosses the FEMA designated flood hazard zones of The Little River, Crooked Creek Tributary 3 and Crooked Creek. Project R-2814D crosses the FEMA designated flood hazard zone of Cedar Creek. The NCDOT Hydraulics Unit will coordinate with FEMA and local authorities during the final design stage of the R-2814B, R- 2814C AND R-2814D projects to ensure compliance with applicable floodplain ordinances. UTILITY IMPACTS There will be no impacts to jurisdictional sites on Section A of this project. Any utilities that require relocation shall be relocated aerially or by directional bore. Utility impacts for Sections B, C and D will be evaluated during the permit modification process. ICE STUDY An Indirect and Cumulative Effects (ICE) study for this project was completed within the FONSI. Copies of the FONSI are available upon request. WILD AND SCENIC RIVERS This project will not impact any designated Wild and Scenic Rivers or any rivers included in the list of study rivers (Public Law 90-542, as amended). ESSENTIAL FISH HABITAT The project will not impact any essential fish habitat afforded protection under the Magnuson-Stevens Act of 1996 (16 U.S.C 1801 et seq.). MITIGATION OPTIONS The USACE has adopted, through the Council on Environmental Quality (CEQ), a wetland mitigation policy that embraces the concept of "no net loss of wetlands" and sequencing. The purpose of this policy is to restore and maintain the chemical, biological, and physical integrity of the waters of the United States. CEQ has defined mitigation of wetland and surface water impacts to include: avoiding impacts, minimizing impacts, rectifying impacts, reducing impacts overtime, and compensating for impacts (40 CFR 1508.20). For this project, mitigation will be required for impacts associated with streams and wetlands. The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the planning phase and minimization measures were incorporated as part of the project design. Minimization includes the examination of appropriate and practicable steps to reduce the adverse impacts. . 11 Avoidance and Minimization Impacts to many jurisdictional streams and wetlands could not be avoided. Minimization efforts have taken place continually through the planning process. NCDOT studied widening scenarios to the east and west of existing US 401 and along with the agencies developed a design which varies from east to west side widening in order to minimize impacts to jurisdictional resources. R-2814A Minimization Measures • NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will be enforced. • Preformed scour holes are located near Sites 6 and 7 Design Standards in Sensitive Watersheds will be implemented • 2:1 slopes were used at Sites 1, 3 and 5. 2:1 slopes were not practical at Sites 6 and 7 due to safety reasons • Stream impacts are lower than stated in the FONSI (FONSI states 851 feet of impact) • On site drainage on Permit Drawing Sheet 10 of 15 will be treated by a dry detention pond and level spreader Compensatory Mitigation Compensatory mitigation requirements for the proposed Rolesville Bypass are summarized in Table 13 below. Due to the status of Sections C and D being currently unfunded, NCDOT is only proposing mitigation for Sections A and B. Mitigation requirements for Sections A and B are 2.62 acres of riparian wetlands, 1.77 acres of non-riparian wetlands and 3141 linear feet of streams. Mitigation will be debited from Jefferys Warehouse Mitigation Site and Mark's Creek Mitigation Site. Streams not requiring mitigation were determined to be intermittent and the USACE determined these streams do not provide significant aquatic uses. Table 14. Jurisdictional Impacts Requiring Mitigation Section HUC Riparian Wetlands ac Non-riparian Wetlands ac Streams (ft) Isolated Wetlands ac R-2814A 03020201 0.15 0 725 0 R-2814B 03020201 2.47 0.19 2416 1.58 R-2814C 03020201 2.11 0.50 282 <0.01 Total for HUC 03020201 4.73 0.69 3423 <1.59 R-2814C 03020101 0.23 0 395 0 R-2814D 03020101 0.43 0 653 0 Total for HUC 03020101 0.66 0 1048 0 The Jeffreys Warehouse Mitigation Site was originally constructed as on-site mitigation for R- 1030 US 117 from south of NC 581 in Goldsboro to the US 264 Bypass in Wilson. There are two parcels associated with this mitigation site. The west parcel (approximately 50.2 acres) is bounded on the northwest by the Little River and on the southeast by the US 117 right-of-way. 12 The east parcel (approximately 37.5 acres) is bounded on the northwest by the US 117 right-of- way, on the northeast by a Wayne County Board of Education school bus maintenance shop, and on the east and southeast by private property. The site was constructed in 2006 and has undergone two year of hydrologic and vegetative monitoring. To offset unavoidable riverine wetland impacts associated with T.I.P. R-2814A and B, the Jeffereys Warehouse Mitigation site will be deducted 2.62 acres of riverine wetland restoration. To offset unavoidable non-riverine wetland impacts associated with TIP R-2814A and B, the Jeffreys Warehouse Mitigation Site will be debited 1.77 acres of non-riverine wetland restoration. These debits are reflected in the debit ledger below. Table 15. Jeffere 's Warehouse Midi ation Site Site name Site TIP 13UC River Basin Division County Jefferey's R-1030AA 3020201 Neuse 4 Wayne Warehouse JALO Mitigation Type As Built Quantity Available Debit Debit B-3528 B-4300 Stream Restoration 3,731 3,193 452(226@2: 1 Riverine Wetland Restoration 3.66 0.12 Non-Riverine Wetland Restoration 23.02 18.49 Riverine Wetland Preservation 12.36 12.36 Neuse Buffer Restoration 689,607 335,959 75,577 40,075 Debit Debit Debit Debit Debit Debit R-2719A B-4592 B4304 U-3344A U4011 R-2814A and B 25 61 0.92 2.62 2.76 1.77 172,387 16,398 3,653 45,558 The marks Creek Mitigation Site is located approximately two miles southeast of Knightdale off of Knightdale-Eagle Rock Road in Wake County. The site was originally constructed as on-site mitigation for R-2547 the Knightdale Bypass. The site consists of stream restoration, wetland restoration, wetland enhancement, and wetland preservation. It was constructed in 2002, planted in 2003, and has undergone five years of hydrologic and vegetative monitoring. 13 To offset unavoidable stream impacts associated with T.I.P. R-2814A and B, the Marks Creek Mitigation Site will be debited 3,141 L.F. of stream restoration. This debit is reflected in the debit ledger below. Table 16. Marks Creek Mitigation Site Site name Site TIP HUC River Basin Division Coun Marks Creek R-2547WM 3020201 Neuse 5 Wake Mitigation As Built Type Notes Quantity Available Debit Debit Debit R- R- R- 2547/R- 2814A 2000F&G 2641 and B Stream Restoration 3,247 106 3,141 Buffer S.F. 324,700 324,700 Riverine Wetland Restoration 12.66 8.26 4.4 Riverme Wetland Enhancement 13 2.1 10.9 Riverine Wetland Preserv on 11 11 REGULATORY APPROVALS Application is hereby made for a Department of the Army Section 404 Individual Permit as required for the above-described activities for the proposed TIP project R-2814 (Sections A, B, C and D). The NCDOT understands that permit modifications will be required for R-2635B, C and D after final design is complete and prior to construction. We are also hereby requesting an Individual Section 401 Water Quality Certification, an Isolated Wetlands Permit and a Neuse Riparian Buffer Authorization from the Division of Water Quality. In compliance with Section 143-215.3D(e) of the NCAC, we will provide $540 to act as payment for processing the Section 401 permit. We are providing five copies of this application to the North Carolina Department of Environment and Natural Resources, Division of Water Quality, for their review. 14 A copy of this application will be posted on the NCDOT website at http://www.ncdot.org/doh/preconstruct/pe/pennits.html. If you have any questions or need additional information, please call Rachelle Beauregard at 431-6764. Sincerely, ?F' 1111vakf?f/ Gregory J. Thorpe, Ph.D. \\ ?? Environmental Management Director, PDEA co: w/attachment Mr. Brian Wrenn, NCDWQ (5 Copies) Ms. Kathy Matthews, USEPA Mr. J. Wally Bowman, PE., Division Engineer Mr. Chris Murray, DEO W/o attachment (see website for attachments) Dr. David Chang, P.E., Hydraulics Mr. Mark Staley, Roadside Environmental Mr. Greg Perfetti, P.E., Structure Design Mr. Victor Barbour, P.E., Project Services Unit Mr. Jay Bennett, P.E., Roadway Design Mr. Majed Alghandour, P. E., Programming and TIP Mr. Art McMillan, P.E., Highway Design Mr. Scott McLendon, USACE, Wilmington Mr. Gary Jordan, USFWS Mr. Travis Wilson, NCWRC Ms. Anne Deaton, NCDMF Ms. Leilani Paugh, NEU Ms. Beverly Robinson, PDEA Project Planning Engineer Mr. Drew Joyner, PE, Human Environment Unit Head Mr. Clarence W. Coleman, P.E., FHWA 15 APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-003 Public reporting burden for this collection of Information is estimated to average 10 hours per response, although the majority of applications should require 5 hours or less. This includes 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 this collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 222024307 and to the Office of Management and Budget, Paperwork Reduction Project (07104W3), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for falling 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 Authority: Rivers and Harbors Act, Section 10, 33 USC 403: Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this forth will be used In evaluating the application for a permtL Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies. 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 Instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An aoolication that Is not comolated in full will he mhrmad OFFICE CODE 13. DATE RECEIVED 5. APPLICANTS NAME North Carolina Department of Transportation 7. APPLICANTS PHONE I a. Residence b. Business (919) 733-3141 11. NAME AND TITLE (an agora 1s not requlrea) 6. APPLICANTS ADDRESS 1598 Mail Service Center Raleigh, NC 27699-1548 1U. AGEN 1'S PHONE NOS. VV/AREA a. Residence b. Business I hereby au0wri7e, to act in my request, supplemental information in support of this permit application. as my agent in the processing of this application and to furnish, upon APPLICANTS SIGNATURE DATE NAME, LOCATION, AND DESCRIPTION OR PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see Irebuctlpns NCDOT TIP No. R-2814, Wake and Franklin Counties, NC 13. NAME OF WATERBODY, IF KNOWN (if applicable) UTs to Nauss River, 14. PROJECT STREET ADDRESS (sapplicable) UTS to Toms Creek, UTs to Harris Creek, Cedar Fork Creek, UT m Cedar Fork Creek, Perry Creek and UTs to Perry Creek, Little River and UTs to Little River, Crooked Creelk Cedar Creek, Wotipen Branch and their tributaries. 15. LOCATION OF PROJECT Wake and Franklin NC COUNTY STATE 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see Inswcuons) Section, Township, Range, Lata.on, andror Aeea nerns's Pascal Number, for example. 17. DIRECTIONS TO THE SITE US 401 on north side of Raleigh to Louisburg. ENG FORM 4345, Jul 97 EDITION OF FEB 9415 OBSOLETE (Proponent CECW-0R) 18. Nature of Activity (Description of project, inaWe an features) The North Carolina Department of Transportation (NCDOT) proposes to construct a 18.5-mile long, widening and new location roadway (Rolesville Bypass) in Wake and Franklin Counties, North Carolina. It is proposed at a four lane, median divided facility. 19. Project Purpose (Desolbe an reason a puTm of the prejeci, see immxtiom) The main purpose of the proposed Rolesville Bypass is to alleviate the existing and future capacity deficiencies along US 401. The proposed improvements will alleviate traffic congestion and provide an acceptable level of service through the design year 2025 and will also improve safety along US 401. USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Needed in order to provide wider roadway, construction access, and construction culverts and a bridge. 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards See attached permit drawings. 22. Surface Amain Acres of Wetlands or Other Waters Filled (see Imwcums) 5.39 acres of riparian wetlands, 0.69 acres of non-riparian wetlands, 5036 feet of linear stream 23. Is Any, Portion of the Work Already Complete? Yes_ No X IF YES, DESCRIBE THE COMPLETED WORK 24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (a more wren ran be aOlwea bare, pease mama suppis ial lisp. See Attached List i 25. List of Other Cerhfip4ons or ApprovalM3emals Received from other Federal, State, or Loral Agencies for Work Described in This Application. AGENCY TYPE APPROVAL IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED 26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the 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 applies , ry SI ca OF APPLICANT DATE 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 arty trick, scheme, or disguises a material fad 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 rat more than $10,000 or imprisoned not more than five years or both. ENG FORM 4345, Jul 97 EDITION OF FEB 9415 OBSOLETE _ (Proponent CECW-0R) Subject: Draft Minutes of the Interagency Meeting on April 20, 2005 for R-2814A, US 401 Wake County Hydraulic Review Team Members: Eric Alsmyer Nikki Thomson Christina Breen Travis Wilson Gary Jordon Chris Militscher Mark Hussey Rachele Beauregard Tracy Parrot USACE Present NCDWQ Present NCDWQ Present NCWRC Present USFWS Absent EPA Present DOT Roadway Desi gnPresent DOT PDEA ONE Present Division 5 Present Participants: Steve Bondor Marshall Clawson Chris Murray Ben Upshaw Beverly Robinson Anne Gamber Meeting began at 1:45 The 4B meeting was held on Dec. 14, 2004. ARCADIS - Hydraulics Consultant DOT-Hydraulics DOT-Division 5 DOT-Division 5 DOT- PDEA DOT-Hydraulics Steve Bondor began the meeting by reviewing the design. The project consists of the widening of US 401 from a 2 lane roadway with shoulders to a 4 lane section with a grass median. There is some curb and gutter at the beginning of the project to tie to the existing. There are 4 streams and 5 wetlands, but no major crossings. Beverly Robinson noted that the FONZI is being developed with an expected completion date of June 2005. The project was reviewed sheet by sheet. Sheet 4: • Rachelle Beauregard had just returned from afield visit and noted that the stream section parallel to the roadway has been resurveyed and needs to be applied to the design. The buffer's in the area need to be confirmed. R-2814A April 20, 2004 Meeting Sheet 5: • The drainage on the left side of the sheet is maintaining the same drainage pattern. It is conveyed in a rip rap ditch into an existing draw. The slope is too great for swale criteria. • A note will be added to state that no rip rap is to be placed in the bed of jurisdictional stream. This comment is applicable to all jurisdictional streams. Sheet 6: • The off-site drainage is keep in a separate system and conveyed in the 1200mm RCP. The on-site drainage will be treated in a detention pond and level spreader. • Additional surveys will be needed to portray the existing topography of the subdivision. • In areas where the wetlands are within the buffer zones, the wetlands area will be subtracted from the buffer area for mitigation purposes. Sheet 7 through Sheet 9: No comments Sheet 10: • The drainage left of station 32+00 dumps into a low area. Sheet 11: • All Preformed Scour Holes must be adequately place to keep out of the buffer and to allow for construction outside the buffer. • Rock fill will need to be shown in the pond at the fill slope. • Additional surveys will be needed to locate the outlet of the pond. The pond water surface will need to be lower to lay the pipe. A BMP will need to be installed at the outlet of the pump. Sheet 12: • The feature in the Sediment Basin will be evaluated to determine if it is jurisdictional. If it is the sediment basin will need to be eliminated. Sheet 13 through Sheet 15: No comments Sheet 16: • The stream segment will be investigated to determine if it is jurisdictional and if buffers apply. The meeting ended at 2:30 Subject: Team Members: Draft Minutes from Interagency 4C Permit Review Meeting on April 16, 2008 for R-2814A, Wake County Eric Alsmeyer - USACE Rob Riding -NCDWQ Travis Wilson -NCWRC Gary Jordan - USFWS Chris Militscher-EPA Kathy Matthews - EPA Rachelle Beauregard - NEU Greg Price - NEU Donnie Brew - FHWA General Comments: (present) (present) (present) (absent) (present) (absent) (present) (present) (present) Participants: Dan Duffield, NCDOT Hydraulics Len Hill, Arcadis Mark Staley, NCDOT REU James Goodnight, NCDOT Roadway Design (absent) General Introduction was initiated by Dan Duffield. Introductions were made by all in attendance. Dan started the review. Chris Militscher noted that Kathy Matthews with EPA would be the new contact for 4B & 4C meger project meetings This is the Widening of US 401 - R-2814A Wake County from north of SR 2044 (Ligon Mill Rd) to south of SR 2226 (Jonesville Rd) WETLANDS and STREAMS will be reviewed first and Buffer afterwards Sheet 4 Site 1- Wetlands and Streams Rachelle - Surface Water Impacts missing at the outlet of the pipe, note the JD call does not start at the outlet but down downstream (D/S) of the pipe Also need to add note: no rip rap to be place in the JD stream, only along the banks Rachelle - Missing impacts to wetland (RE: 12+80 -L- Right) - this will be a total take Sheet 5 Site 2 Roadway or Locations and Surveys need to check the stream going across the road, it also does not match up with the cross pipe 9 Rachelle - Possible wetland missing, wetland "T" just downstream of Site 2 Rachelle - JD Stream at the inlet also, not shown impacted, the JD stream starts at or just inside the existing right of way. Sheet 6 Site 3 • Missing impacts to JD stream (RE:Sta 19+15 -L- Lt and Rt) this needs to be anew site and not added to Site 3 Sheet 11 Sites 4 Chris - mentioned that the line shown going into the PSH needs to be clearly labeled and shown as a roadside ditch. • Rachelle -missing wetland at the inlet The pond was over permitted, the actual surface water impact need only be shown inside the water surface. Also, the rest of the pond needs to be noted as "Temporary Surface Water Impacts" Sheet 11 Site 5 • Eric - noted that the cross pipe need to tie to the stream, something is in not shown correctly, he also noted that this need fix prior to the Final Field Inspection • Eric - also noted that rip rap was missing at the outlet or the pipe might be shown wrong. There are usually impacts that go past the pipe and there are none. BUFFER Drawings • General - buffers shown on plan sheet 5 (RE: Station 16+00 -L- Rt) need removed as this is not a JD stream for buffers per Rob and Rachelle Sheet 6 Site 1 Buffer Drawings • General - need to show buffer continuing from impacted areas until they leave the plan sheet and they need labeled BZl and BZ2 • There might be buffer impact within the Right of Way for the dry detention pond, you should know as soon as the buffer lines are placed on the plans General - need to include more buffer impacts - The Hydraulics unit with get up with the division and make sure that the buffer impacts are accounted for, either to the right of way or method III • Missing buffered stream (RE: Sta 19+10 +/- Lt and Rt) Per Rob -this need to be a separate site from site one, this is a separate stream. Correction to the minutes o "The Hydraulics Unit checked this site (RE: Sta 19+10 +/-) and it does not show up on either the soils or the USGS Quad" - no buffers were shown on the buffer drawings. The drawings were correct. It is still JD for stream impacts Sheet 11 Site 2 • Rachelle - Buffers need to come off the stream and no the wetland. Also the "wetland in buffers" need to be calculated or not added to the buffer impacts • Need to show the buffer lines extended • Again, method III or to the Right of way • Rachelle and Rob - Pond impacts, need to show the buffers but only permit the impacted buffers within the TDE and not on the outside of the TDE Sheet 11 Site 3 • Need to show the buffer lines extending at both the inlet and outlet of the cross pipe • Again, method III or to the Right of way Sheet 12 Site 3 • Need to show the buffers extending as they are impacting the PSH and the impacts in the PSH need permitted Meeting Adjourned . STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR March 7, 2006 Mr. Derek Halberg Director of Land Protection Tar River Land Conservancy 123 North Main Street Louisburg, NC 27549 Dear Mr. Halberg: LYNDO TIPPETT SECRETARY Thank you for sharing information on the Cascine Plantation and the Perry Grist Mill. I.can certainly appreciate the value in restoring and preserving this historic area. As I understand, 300 feet of land on each side of the Tar River will become a conservation easement on the Bennett H. Perry, Jr. property. Also the property including the mill and homes will be acquired from Mr. Perry. During our meeting, you had asked us to recommend an access point to the mill. We were also asked to determine the approximate right of way limits needed for the future widening of US 401 in the vicinity of Cedar Creek in order to set the I.imits of the conservation easement and the proposed mill property adjacent to US 401. This project (R-2814D) is unfunded in the current Transportation Improvement Program; therefore, we have not begun final design plans. However, from our preliminary designs, we have determined we will need approximately 93 meters (305') of right of way from the centerline of existing US 401 on the west side. No additional right of way or easements are anticipated on the east side of the highway where the mill is located. Access from US 401 to the mill can be achieved anywhere between Bennett Perry Rd. and approximately 195 meters (6401) south of the existing bridge over Cedar Creek. For safety and mobility reasons, only one median crossover will be allowed in this area. Therefore, if a crossover is proposed at Bennett Perry Rd., a right-in/right-out access c----y will be allowed a_ the access to the mill. MAILING ADDRESS: TELEPHONE: 919-250-4016 LOCATION: NO DEPARTMENT OF TRANSPORTATION - FAX. 919-250-4036 CENTURY CENTER COMPLEX ROADWAY DESIGN UNIT BUILDING A 1582 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US 1000 BIRCH RIDGE DRIVE_ RALEIGH NO 27699-1582 RALEIGH NO Mr. Derek Halberg Page 2 March 7, 2006 Attached is a preliminary design of the widening of US 401 in the vicinity of Cedar Creek showing the proposed right of way required. I have also shown a potential access point to the mill. Along with this correspondence, I will email the microstation file that includes this design. If you have any questions feel free to call me at (919) 250-9016. Sincerely, J*my Goo ight, PE R((adway Project Engineer JG/ Attachment cc: Jay Bennett, PE, State Roadway Design Engineer Beverly Robinson, PDEA Branch Mary Pope Furr, Human Environment Unit; Historic Architecture Rachelle Beauregard, Natural Environment Unit Renee Gledhill-Earley, State Historic Preservation Office Federal Aid #STP-401(4) TIP # R-2814 County: Wake/Franklin CONCURRENCE FORM FOR ASSESSMENT OF EFFECTS Project Description: Widen US 401 from SR 2044 (Ligon Mill Rd) to SR 1700 (fox Park Rd) On 4/13/2006, representatives of the L3/ North Carolina Department of Transportation (NCDOT) Federal Highway Administration (FHWA) North Carolina State Historic Preservation Office (HPO) ? Other Reviewed the subject project and agreed ? There are no effects on the National Register-listed property/properties located within the project's area of potential effect and listed on the reverse. ? There are no effects on the National Register-eligible property/properties located within the project's area of potential effect and listed on the reverse. ' 19 There is an effect on the National Register-listed property/properties located within the project's area of potential effect. The property/properties and the effect(s) are listed on the reverse. ? There is an effect on the National Register-eligible property/properties located within the project's area of potential effect. The property/properties and effect(s) are listed on the reverse. Signed: ReprMT Date ?.1 ot, FHWA, for the Division Administrator, or other Federal Agency Date , ?-?3- Representative, HPO Date -4 - _C State Historic Preservation Officer Date Federal Aid #STP401(4) TIP # R-2814 County: Wake/Franklin Properties within the area of potential effect for which there is no effect. Indicate if property is National Register-listed (NR) or determined eligible (DE). Properties within the area of potential effect for which there is an effect. Indicate property status (NR or DE) and describe the effect. Casu'+? ?lar}t?l?o? ?N?? - no o?uLA-sc- e4ec? Reason(s) why the effect is not adverse (if applicable). K CMT i5 r1D ? 0. c g v i r i t?q RDUD or e.0.se.vrks. S PTorn VKV__ h i -5 -ni C f?ko Pet Q o LAU 11 Gopdd c,+.t?'?.. L&->-,'? ? C?C,Q e.1L_s2r ua,-cuj Initialed: NCDOT FHWA0. HPO 5O ,. srror o North Carolina Department of Cultural Resources State Historic Preservation Office Peter B. Sandbeck, Administrator Michael F. Easley, Governor Office of Archives and History Lisbeth C. Evans, Secretary Division of Historical Resources Jeffrey j. Crow, Deputy Secretary David Brook, Director August 6, 2008 MEMORANDUM TO: Matt Wilkerson Office of Human Environment NCDOT Division of Highways FROM Peter Sandbeck pppp '''' PAU I CDLU ? SUBJECT: Archaeological Survey and Site Evaluations, US 401 Widening and Rolesville Bypass, R-2814, Division 5, Wake and Franklin Counties, ER 95-9214 Thank you for your letter of January 23, 2007, transmitting the survey and testing report by Michael Scholl, Bill Hall and Loretta Lautzenheiser of Coastal Carolina Research, Inc. for the above project. We apologize for the delay in our response. For purposes of compliance with Section 106 of the National Historic Preservation Act, we concur that the following properties are not eligible for listing in the National Register of Historic Places: 31FK78**, 31WA1618**, 31WA1619**, 31WA1620, 31WA1621** and 31WA1622 None of these sites retain sufficient integrity or intact deposits to yield information important to history or prehistory. Archaeological sites 31WA1417**, 31FK88** and 31FK91** are located outside of the area of potential effect (APE) and will not be affected by the proposed project. Portions of sites 31FK84** and 31FK90&90** are located within the APE; however the affected areas of these sites do not contain any important information. As currently designed, the proposed widening of US 401 and construction of the Rolesville Bypass will have no effect upon significant archaeological resources and we do not recommend any additional archaeological investigation. The report meets our office's guidelines and those of the Secretary of the Interior. In the future, please ensure that your contractors include site location maps with the archaeological site forms submitted to our office. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Location: 109 Esnlones Sneer, Raleigh NC 27601 Marling Address: 4617 Mad Service Center, Italeigh NC 276994617 Telephone/Fax: (919) 807-6570/807-6599 Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill-Earley, environmental review•coordinator, at 919/807-6579. In all future communication concerning this project, please cite the above-referenced tracking number. cc: Loretta Lautzenheiser, Coastal Carolina Research, Inc. Paul Mohler, NCDOT NORTH CAROLINA WAKE \ f u 1 ND PRO BEGI ROJECT V•- - -4 NCD®T WETLAND DIVISION OF HIGHWAYS WAKE COUNTY VICINITY PROJEM U50LIJ (R 284(A) US 401 MAP LOUISBURG ROAD FROM SR 20" TO SR 2226' SHEW ! OP 1S 11/m/0e PROPERTY NAME AND OWNER'S NAME OWNER ADDRESS ADDRESS WAKE HIGH MEADOWS HOMEOWNERS ASSOCIATION 4948 WINDY HILL DRIVE RALEIGH, NC 27609 ALDRED LEE PERRY 4105 LOUISBURY ROAD WAKE FOREST,NC 27587 BRIGHTON COMMUNITY ASSOCIATION 1100 NAVAHO DRIVE, SUITE GL3 RALEIGH, NC 27609 VBBSS GROUP,LLC 4960 ROYAL ADELAIDE WAY RALEIGH, NC 27604 PERRY FARM,LLC 404 EMERSON DRIVE RALEIGH, NC 27609 HT FORESTVILLE, LLC 135 SOUTH MAIN STREET, SUITE 105 GREENVILLE, SC 29601 N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY PROJECT: U506.1.1 (R-2814A) US 401 LOUISBURG ROAD FROM SR 2044 TO SR 2226 SHEET o2 OF 1S 04/07/08 z o s a " a n c za ?? F z OV L Op L S a ° W 3v ao a ? W a Q n z h 20 0 0 L) L) E E L) a E c a a g Z 6 g € m 8 f C ? q o ? E N a c t N E m a m r w ? 0 4 N V (+1 N f0 r a w ?` ? S S S S ° Q n y E w n 3 m` n of m 6 y a ge ,,, o O 0 O LL y A N ? m h Q 0 tp O t l ? L 0 O O 0 O N LL ? 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T ? ? we N N N + 0 4;0 O + m { 1 J J J J J J -r 'T 3 W H d N O) M a v N m A A 6i 2 N R NORTH CAROLINA WAKE puli r A ? t ND PROF BEG R00JEa ? a SUFFER NCD®T DIVISION OF HIGHWAYS VICINITY WAK9 COUNTY FROIECINSaftI.1 GR-11814A) MAP US 401 I.OUISBURG ROAD FROM SR 2W TO SR 2226 ME" ) aP 9 11/01" PROPERTY NAME AND OWNER'S NAME OWNER ADDRESS ADDRESS WAKE HIGH MEADOWS HOMEOWNERS ASSOCIATION 4948 WINDY HILL DRIVE RALEIGH, NC 27609 ALDRED LEE PERRY BRIGHTON COMMUNITY ASSOCIATION 4105 LOUISBURY ROAD WAKE FOREST,NC 27587 1100 NAVAHO DRIVE, SUITE GL3 RALEIGH, NC 27609 VBBSS GROUP,LLC 4960 ROYAL ADELAIDE WAY RALEIGH, NC 27604 PERRY FARM,LLC 404 EMERSON DRIVE RALEIGH, NC 27609 HT FORESTVILLE, LLC 135 SOUTH MAIN STREET, SUITE 105 GREENVILLE, SC 29601 N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY PROJECT: 34S06.1.1 (R-2814A) US 401 LOUISBURG ROAD FROM SR 2011 TO SR 2226 SHEET 2- OF 1 04/07/08 W z W N W ?g m ' W W o j N 0? N ? n w J Q N W T N N r O O m ? 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C CO .ZrJ ? ? tt -, \ ....`J?^? ? a \ ? ?tL„?••y?l, ? `?NDi\v N t\ ?? r- al ¢? -.: ED D it F r y I ^ ,.r? ?i Ali,?'f'`, ?'?-- tr, \,,r•-L?:? O ? W c ./+ C' v n r?l l? `3 rr ? ??? t ) r =' 7 'r j N D ? ? v ? ? < l ? J/ ti">•AJ rM t r? kst p??l 1 (r 1? ? Jd ?l ? O O I V,,/?': ?? ?? ? •)1? ?../(....-r ? :!y rrS\1, r a.{L? \ rr / / ;^ ? q; J??•i .-Ii1:. X.r_ j., ,1. ?.,.-``iti `_.< rl%a1?, .iv/`\1S_ , 4 \.?`'k_-??\ ?!.\? .?l°?t 'a=: co En N V N 3 PROP. NO. PROPERTY OWNER NAME PROP. OWNER ADDRESS 7 Neuse Baptist Church 8700 Capital Blvd., Raleigh, NC 27587 8 Alexander Family investments, LLC 906 Washington St., Cary, NC 27511 9 Scarboro , E. Walter and Claire P.. 9412 Louisburg Rd., Wake Forest, NC 27587 12 Bobby L. Murray Heirs (J Brent King Exec.) PO Box 40639, Raleigh, NC 27629 13 Spencer, Pulley Heirs 9412 Louisburg Rd., Wake Forest, NC 27587 14 Scarboro , E. Walter and Claire P. 9412 Louisburg Rd., Wake Forest, NC 27587 20 Shearon, Cameron E.& Beverly W. 4325 Galax Dr., Raleigh, NC 27612 21 Mitchell F. Rabil Family Irrevocable Trust 3321 Gondola Dr., Lexington KY, 40513 22 Shearon, Kathleen W. 733 Rolesville Rd., Rolesville, NC 27571 33 R.S. Wall Heirs 1608 Falls Ct., Raleigh, NC 27615 . 34 Scarboro Family Limited Partnership PO Box 84, Rolesville, NC 27571 35 Wall, Joe 7317 Pulley Town Rd., Wake Forest, NC 27587 36 Wall, Joe 7318 Pulley Town Rd., Wake Forest, NC 27587 37 Wall, Joe 7318 Pulley Town Rd., Wake Forest, NC 27587 38 Bobie Joe Wall & Vickie D. Wall 7309 Pulley Town Rd. Wake Forest, NC 27587 39 The SBJ Growth, L.P PO Box 19067, Raleigh, NC 49 Bartholomew, Robert G. & Joyce C. No Known Address 50 Bartholomew, Richard C. & Shirley B. PO BOX 6, Rolesville, NC 27571 51 Bartholomew, Michael PO BOX 573, Rolesville, NC 27571 52 Bartholomew, Richard C & Shirley B. PO BOX 6, Rolesville, NC 27571 55 Steil, Meith & Mary Sue Et. AI. 1132 Louisburg Rd., Wake Forest, NC 27587 57 Frazier, Violet Pearce 1316 Louisburg Rd., Wake Forest, NC 27587 999 Wall, Alice W. 405 N. Main St., Rolesville, NC 27571 N.C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS WAKE COUNTY PROJECT: 34506.1.1 (R-2814B) Permit Drawing . Sheet -3 of 9/26/2008 R:\Z-misc\Hydro\Permit\R-2814 Permit Summary.xls Property Owners - Wetland WETLAND PERMIT IMPACT SUMMARY D IMPACTS R A WATER ACT Site No. I i Station (FroMfo) Structure Sizel Type Permanent Flll In Wetlands ec Temp. Flll In Wetlands ac Excavation in Wetlands so Mechanized Clearing In Wetlands ac Hand Clearing In Wetlands ac Permanent SW Impacts ac Temp. SW impacts ac Existing Channel Impacts Permanent R Existing Channel Impacts Temp. R Natural Stream Design R 1 1 37+73 TO 38+571- 0.03 281 • 2 1 '40+25 TO 41+691- 0.17 0.03 . 3 1 51+54 TO 53+121- 0.21 0.05 . 4 1 53+97 TO 56+131- 0.24 0.02 0.01 115 5 1 53+12 TO 56+201- ' 1.53 6 47+00 TO 17+23 -Y2.2 0.00 22 7 1' 76+24 TO 79+31 1- 0.64 0.10 0.15 0.17 495 8 014+76 TO 116+431- 0.08 518 9 114+08 TO 150+881-' 1.31 626 11 197+68 TO 203+321-+ 7.30 22 12 218+29 TO 219+701- 0.02 258 13 229+79 TO 231+71 1- 0.19 14 244+70 TO 247+51 1- 0.34 0.14 . 15 1251+56 TO 258+44 ° 1.58 16 274+83 TO 275+991- 0.11 337 17 276+25 TO 279+081- 0.38 I I I I II I: I I: I I I I I TOTALS : I I 3.75 0.10 0.39 10.56 2674 ' E 'I area is impact in surface water (pond) 2 Impart =88.6 square feet (0.00 acres) Imact In surface water (pond) Is 1.25 acres Imact In surface water (pond) is 7.29 acres Isolated wedand tm...a.?eersx?w.n.+?s+?*.m.nrr?rw.nx?wsu v..e a..?w care Mna.?..r :?.hvdr 6ulics?wationtl?r 2814 b_rdy _we* _per ml T-ISM. dgn F. 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CD 0 ? ? 00,xC/) o , 0 N f.n;, 0-n U) r6 * ;U -4 rn 0 > Z N Z IM ' m °Q M r7 U) <o?°,C) CIO0 C/) r- G) OWm Z O M = CC) Z c M M o?Ocnp N DI (n ao CY lJ? ??rE k_ t a PROP. NO. PROPERTY OWNER NAME PROP. OWNER ADDRESS 7 Neuse Baptist Church 8700 Capital Blvd., Raleigh, NC 27587 8 Alexander Family investments, LLC 906 Washington St., Cary, NC 27511 9 Scarboro , E. Walter and Claire P. 9412 Louisburg Rd., Wake Forest, NC 27587 12 Bobby L. Murray Heirs (J Brent King Exec.) PO Box 40639, Raleigh, NC 27629 13 Spencer, Pulley Heirs 9412 Louisburg Rd., Wake Forest, NC 27587 14 Scarboro , E. Walter and Claire P. 9412 Louisburg Rd., Wake Forest, NC 27587 20 Shearon, Cameron EA Beverly W. 4325 Galax Dr., Raleigh, NC 27612 21 Mitchell F. Rabil Family Irrevocable Trust 3321 Gondola Dr., Lexington KY, 40513 22 Shearon, Kathleen W. 733 Rolesville Rd., Rolesville, NC 27571 34 Scarboro Family Limited Partnership PO Box 84, Rolesville, NC 27571 35 Wall, Joe 7317 Pulley Town Rd., Wake Forest, NC 27587 36 Wall, Joe 7318 Pulley Town Rd., Wake Forest, NC 27587 38 Bobie Joe Wall & Vickie D. Wall 7309 Pulley Town Rd. Wake Forest, NC 27587 39 The SBJ Growth, L.P PO Box 19067, Raleigh, NC _ 51 Bartholomew, Michael PO BOX 573, Rolesville, NC 27571 52 Bartholomew, Richard C & Shirley B. PO BOX 6, Rolesville, NC 27571 55 Steil, Meith & Mary Sue Et. Al. 1132 Louisburg Rd., Wake Forest, NC 27587 57 Frazier, Violet Pearce 1316 Louisburg Rd., Wake Forest, NC 27587 N.C. DEPT. 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L mN N 0 l '• oo ob Sbr"- ' l81 b JNI d V i s _ -- 0 o\ _ 37 i ---- 51:316- / i ? + I i / Q = Ii V 1 I ? 1 1 \ ` I o 1 \ 04 g4b0 II I'l? 1 \ \ ° o m tna ? II <?v a \ I ' I I ` 0n - "' z p ? N h I srR m P A 00 f? 46* 00c] > °n ZF A E3 8t, 0 _ I '° gor^ / / ti nm ? I 1 y n ° / / ? p ( a ? p / / yJ [q I ? ± a ,-e 9 \ I \\ = 0611.. ONI8 \ - D = F60.000 SEE SHEET 15 fi v z v Z O N m m N m N V D r- 0 r - m I 1 C Z 0 m 0 0 0 / / I Z O m N m m N m H N N T X I r O T mm \ si \ LC V 1 / / / / CNN tititi r• ? m=a A a9 A'A A ? r A OCTOBER 3.8707- RIGHT Of WAN' REVISION- -2 ? m z o z NNmm?no zmNN?r• mmrti s?" m ?°m GypuNi Nti0 ti.AD n? oA ? a m Ny?l ng ?Am F, nyo mr ? 9 m m> ?m oN. II 11 II II ?I TI [? 11 II II 1 1 I m \,6 I 1 \?\ 1 ? 1 \ \ 1 ? I T m \ \ II ?r \ \ I \ x / / +00 U / D I / m 1 - d1 / / i m 1A ?mr v? N I I? m l l g-? ~mm?r I [ i 1 1 ?'} ??mZ~ I I :I \ >o< g wl I \ \ m I I \ ? A ? NNmm>EnNIS I I :I I C'Q \ \mmtiti?Dmom Ni I i ? \ ?rv?ymi?Nr 3 J m I bo -1 `° I I 2 ?" "i m m> m m I $Z n40'? ~ N 0!2 142 I Tip n ?pn '-'t ®- z *_o I m + u II i A o ? I col I I I ? I ? J ig I _ , I I o 0 I I I mon I I I li n o Imo A I ' I ?zf I i ? I a>F I Nor I ? I n I ? I I I I I 1 m6b9'b I 106b'b ?+Bb -Il- / SB'94 7NId / sz-19 / I I I. / / I 13 / / I to / / I I ?, I I I I /, / I I I I I I I I , 1 I I I I I I I I I 'I I I I I I I I I ? ', I I I ° ' /I I i I I I I " ?a I ,1 3 I / r p I I \T-?I// ? z I '" 1 J J I II I I II , ? I ?1 I I ? b} I I I F s Z m IlN O N w N w 0 w U U u N O W UU N w UU O u IlN U N N O W N N N N O N N N u L4 O W N U N N O W 'tn N VEQ - -- I-? LM 2008 WAYS ENVIRWr, CT: o 0 N f N w n " ? I ? 0o 8 a h o s gg N ? RE M u u A u u u V ? C ? j N OA. YI = h k 7 ? y n ?n !w m? R " b p nb y k Op y h b? J O k a1 a r> 8z a"x 0 z A? I :W w --------------------------------------------------------- , • 09/08/99 , TIP PROJECT: R -2814B w sRt Ol i?' d QN ? Pj i7 ye , V .F 0 N ?A?NSK a 1a T N 0 h nO t? x C? r ?to n? N ti cl Vn E cf) 0-4 ® z z ® O 7 q y ® 1 rA t7l ? 7 1? m K A n n a n nonnnn \? Ya 8 ? FC I I I I II n II ?? II per' II F II 4 II II I I I I II II ?/ I I II \ c \ 741 l\\ I / ' I I II >! I I \ I ' ' IL I / 'o, ?l fil ail // I II / l I BS. '/ b " I I J o o I, / II / I II / / I ' IR I ? ' ' I I g // I / PI / Iii' m al II ol- I , a II?- o a _ e- Pte, -- nl? o0 00 00\ a4 Y1 pl?? II- ?u w II u? g r4l Ir ? ?G o 0 o ®?\\o a ?jo o I ° I© - I (a] I? ? I I 'o 0 0 /5 ?o ?? m ? ? ? 'III ? I I s p\ \ °m ??11 ?' ?m G ? I I / / I I / I ' t3 I iI _ o 20 P k ' z ? ?, ' a I II??q ASS mJ m+ I 11? l 1 / .I nl I ff -l ? u r i ` N I ? I ? I? I I I I 11 1\ tl 1 T IT. I T I I I ?II l' / I' I I T ?I I f 1\ ? R ? \ 1?1 ,I w I? BF \ I \ I? \ e; J V WM-99-10VN , \ \ \ \ - -\ I I I y9 LSL 1T fi C m 30? o. l II I I ?\ ff / II N ' P a a ?AVrODs O I I? ? Y uI roam Nwyo y b^?tirOD? i4n I XV Ic "35 S a \ \ M Z y am m mr y _ m a< m A O Am T N? m mm .o m_ o HW A w ? n m P m P T ~Ol N v 0 I ? 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I M/tl A°I 1N l'! c I' I I I/ I i " ?4 265 ?A-bops o tl ° ° tl oyj Rod' I / ?,\ ??YrODs S'> Y ° ° Y tl 1 0 yds ,fQ??? fl I ? ? ? P ,a „ V ? e ^I V n I " & Yq "I ?V ' L c r I ,- I i I ... °4.89 5 I I ?? / / 0 . I' 8 AyrO tl tl ° Y 11 uI AVII 9 AtirODS I oo°otl?n "8 0o 193"3513 275 z s? ? k ' z y I M? OR N x:u, lA 3• I' l? I I' ? I W I I' I r I. I s° I 'I w I N _I 0 I Q I ? I ?I I I I I ? QQ ? ? I 4 I? I I fi? I I T ?I 4411 /I .I I I? \ Q ?? .prerz 3 1,pC.? ,q p / m' L? Q I yIT I 1 ? m ? 1 Im r N rm 1I mm m GiDy?OyN urnrs? O?TWTNy? O ti O H: n r? I ? a N V I ?I I 11 Q 0 O 0 ° • O I Q ? 0o 0 ' i o I 'In 290 280 u u u u u uv1 O rM b9 afi,?? i ? A °+ N Aiwa \ °oA? Sg ag s /3 Y a? m ,g L'??' 8/1]/99 ? I I a I, ? ? I I I 8 I 1 \ i I n ? I ?i l m 11 ilt 0 S ? p N ? JJ ? it p, I n n ? I m nl . ATI, Al YAC.H.Y9 x o? dLyO x l \ ' ? I A I 44-M m ? Y.R30A,N F I n ai N' \ n ` 6y• ?p as 4 b ? Q ? I - - - m .. ?K s O q T ? nl Q II In ? u.e9lfi' .N ? "Ops I 11 g. _ ?. x,95 I ( M? I I i?p Nsii x gyp YT \? 13 „ ?y V , f?,. y DNS - q _ _ I $ I m _ / ¢ / ^ ' ? ? p p I r\I I I 2 ? SI b0 I / / AI I I ? a g dJC.% a'V e ? ? Q ?s ? Y ? N lp / b9 /Q S ? i e3 Q ?? ? nl I I . ,, I I / YN . ?/ .. lipL Sx 300 o n I I T n Y 9 L n m ? ? o`qa \ 1` ? \ I I Z ? a ? I I I I n M?? ? ?,11? ?9 b m N _ _ n _ V l ` MI \ l a ? m I ` ? ? I i `JA n ? ro 2ror H 6 ? 0 P 0 A pµ5, ?\J I\J\ G I I I 1 I° I? C \ o \ Vd \ ? vF 00 X70 ? • ? ?1 p0? 0 00 Q 00 w °° pO \ S 1 / _24j,?lf,\///\\J I I ?I I ?Q /O I 1 1 I? / 1 46- * W? ? y I I / ` ;cc 91b I \ ? ?tAA s b s ?? a>s 3 9!'fLE I U - ?.STs?s s I$ w,N nM 46 dJtl. e 1 '1 b' co ° mb a r r? moo ; <Ny• WraN IOmN(j • IJ -1 J W J tae 6? 305 16 - 1 1 3/0 III li I ? // I a Of P p C I G k Si ? P N a? I ? mI? 3/5 d ?. lE iR k z y a _ 8 Y ? ? 'I ? II al ?Ill's II 90 ?6f Q Q / ? Q / I F 1 _ ? ? I / / II / Q I II / i Q II / / ?I ! I II - - - - - - --- - - - - - - 6L ? I I .n I O I Q I Q I I q------ F- L I I= I I f A ? I I S I I _ I I U I I I I I p _ _' ? uu fill mA; m; O'c'; I ' II ?I I I J \ I npxf I \ I \/J / dJtl AEI oz?f I I? 13 I ? I / I I I I I I f eg d / w "w +? /m m o? mN ? / <yNN d T S N N j b 0 w Nd 00 320 325 8 A ?'00'3J.0. E? .. _ . SR pJJ ?E _ _ _ °p CBS I III f ?arroD? I nnonnuyj o \? I 1 / I "I III 1 II 4 I v M I IN P . I / // aS o as °, a AAF??VYY??YYXp 1 14 A F f N 4 N ? N 8 g? B er y i 0 ,.trnelimina a Del mrt d aminas\r2814osdu_Uh.dan C ONTRACT: TIP PROJECT: R-2 814 C ? ? 4 M ? V { I ?0 VI W s OY Z °r ? ? ° n O? O ? IN a < o H O No QNS ? N N ? 0 /S (? '?/ •/m?? _ A Z 0 8 1 Y II ° S N 0 II ? 7 " >a ' ? xxx N N ?g a y n 01) .? - x Mo n ? ? n :2.i r G1 yi O W FR4i o N a D y N ! NI T Q 2301 -""^M SID11 O D ?, . ' Ro m ° 1101 Noce 4' ft4Rq D A n II ? ? x T OA n w y T ? > 10 v V 0 G ^ Y/ O 0.14 cn O Z 0-4 0011 z 3 ? z z 0 0 G7 I I O > C < g ?3 m W Z ?w z p ° Z " ? o ; a ' y c R1 VA m N ? ?i w ? O ?? is N" 7v N 70 I S o?? N •? n 00 l p ?°" a a? i n O g y a s ~ 1A I I F ? I I N l ?V .---------- - I -----? - - - - -------1 ----= CU C) D C:) I LI IT I I I I I ' 23 I 96 i I I as r O C CY) J v? 25 0 SEE SHEET 5 aa? .26 CD D D CC) m +9t w ly?r y S331A5 33S Ol I 1 1 I 1 I 1 ? 1 I 1 I 1 I 1 1 ? 1 ? 1 I I ? I 1 I I I 1 I ? I I , m I: 1 ,y \ \? -d u? D I' I I I I I I I I I I I I I I I I 1 I ? I ? I j I I I I I I I I I I I I I I I I I I I I I i i i ? I -LC-LT sra 29 +16Z5 SEE SHEtT 6 I ? I ? O I z I I ? I D D V N I ? R K" nrse r C z n n1 _O n mss. 59+et ro's I + I N ?O 1 11 I 'I . I: I N I ? I I ? II ) 3 I I 1 \ I ?• I II I I I I I I I I I I I I II I I I I I I I I I I I' I I I I I I I I I I i? D O z D n 3E -'C 1T SPA 33+20 SEE SHEET 7 -LC-LT STA. 33 + II ? O C_ - Ot 0 C? D FT-1 Co O OD= FID > 1-1 TTI V- ?? 1 ii i -n, l i i I i I I I X10 ? I -LC-LT STA. 36+75 SEE SHEET 8 ?_ 3g , -.. x ? x v) / ?l POOL ° c !.S rn x -LC-LT STA. 36+75 SEE SHEET 7 I'IWAKE FRANKLIN COON COUP C O I I ? I I I I 'A\\\ \ \ I? I I \ \ TY I I I\ QTY I I \c I 1 ? I I I I I I I I I ?\ L?? I I I I I I I I I x I I 3 r ? I I x I I I I I x I I C z I ? I z I c . I I I I I z 3 r I I x I I I I I x I I I I I I x I I I I I x I I I I x I I I I x I I I I I x I I I I I x I II C I -TI k? L-j m W AG-LT STa ao+-su DLC a" ?. O)RS I ?? -1 D Fri D D z m ci m as lEET 9 I{ I I ?I Iz 4I 45 46 ?? U ' ' CO - _? - cn ?r?e r ri ? 1 47 -oo -LC-LT S7A 47+40 SEE SHEET 11 ?? 07,05 ZE D m r- D N fTl Cj Q \k I? fi 6j- , nos -LC-LT STA. 47+40 SEE SHEET 10 I I I. I I r1'L . r^ L? I 1 I 1 I I I I I I I I I I I I I I I I I I I. I I I I I I I ? I I I I I I I I --------- --< I I I I 1 1 I 1 I I I I 1 I 1 I 1 I 49 50 o ? ?o I z k4r AC-LT STA. 50+95 SEE SHEET 12 0 ? I CT-3008 IOO6 .a?'Al«wC r d...%n.?.zeua .q_p..n?te.n?3 m q\ -LC LT STA. 50+95 SEE SHEET 11 \ I I ? I I I I I 1 I ? I ?? y O I , I I, • I 1 \\ I C7 I I. I , I? ? I 5E I ? ? a ?'S I \ 04, . C ? \ O :q L-j I \ ?? Cry ? ?? w \ rm v? o / F r= _ D ? i D D fTl 54 m W / I g . / / I I -LC-LT STA. 54+50 SEE SHEET 13 ; m 229tt-2008 01,]6 ?; YIItUSfRH- ?iK--- I : I - 1 \ / / i A C-1T STA. 54+ 50 S EE S HEET 12 / I / / I I 55 I / 1 I - II D FTI ?/ D I m I ? D I I ? ? N D J I i b6 I N I I ?? Fl i ? CC) I ' I I ? I I I I I ? ? ? I I , 57 I I I ? .. I I 70 I I I I I ? Mkt } o V 7ZI 1 I ? ' LC-LT STA 58+ 05 SEE S HEET 14 -LC-LT STA. 58+05 SEE SHEET 13 D ? I I rTl r I I ? - 1 I ? I I ? I I D I I I I I I I I N I I m I I ? I I I s9 I I I I ? I = I ? m Ir ? ? I oc/) ? I D I I \, I I U I O z ? I ? ? I I N D. ? I ;lj I 71 V I I?? I I s ? * I I ? I g ? O `r Iu z I 77, , / ? /i / tiS ?' . W a ML?1 I -LC-LT STA. 61+60 SEE SHEET 15 A'' ?' yt ?33HS 335 I ,' r?// ??I'CJ Q ? \ Ir I D 0 1 ' ? ? ? `Z ? --- ----- - -tom QTR m O I ° ? o z I 1 I o 1 O .. I 90 . . D D 3 z I rn CO/VC - I ? I ?? I \ I 1 \ +t9 Vis 1Mr I I I I I i i II i i I (I 1 1 11 I 1 ? 1 /a i I I I I i I i I I i I i I ? I I ? I = it I O m z z z so FTI I- j/ s+ /%e, -iC-iT STA "_+15 SEE SHEET M 1 Sl 133HS 33 n ® m r a ? C z C? m? z -< D G7 zm z r N o? ?I 66 z z C- m D z Q C z L c? m z z R° CO 10 z 0 D cIr -LC-LT STA. 68+70 SEE SHEET 16 I I ITI ? - ? I I C- i D I \ m I \ I ?7 fT1 EC-)] I ?? I \ 0, ? ?IIII ? i \ ?-- j I I CC) C) z z C- z z 7e -LC-LT STA. 72+25 SEE SHEET 18 oTY N ? rn --x I I ? `w? I ? ?3 11 z 11 1\ 1 I 3 /) 74 \?\s I ?I I I ?I I ?n 111 \\\ ? V \ z 5z II ' z 1 I j IS 1 ? II m j I . 1 z ? 1 ,6\1 i 0 \\\ {G(T ST4 ?5+80 SyF? 1g I ?I 10-M Q7r-I fTl ? - 11 I I I I I I r I I I I? I I I f i --I I C m ?JJ I r- D I ? I m I L I I I z rmn I?.l N / I/ I I O / EQ n E0 Ui 6` L J W ? J? /IT v mm'w ;r z 'I'I ? _LG{.T STA. 79+35 SEE SHEET 19 \ I ? \... II CD \ ITl I L D G? I z= O S\ m i I. / ? i i 81 36 \ \ 11-2 D ? C7 i i O C"") \ G?? ?, UJ? 0 I O D - m f // I I 00 ?f O C i \ I I •O BY I Z I I D I I I I m-° rLv I I ?• ? I F14) Q?SI -LC LT STA. 82+90 SEE SHEET 21 I ? -LC-LT STA. 82 83 ?z O? III ?I I J?? II II D ? z? O z G7 C m I I I I I I I I I I I I I, m C 84 II II I i I III II II II II ?I 1\ I rl I I I I I , 0 C 85 C r? O 2 ? --- Q ?SZcnC ? C II II co III ? II IIN -LC-LT STA. 86+45 SEE SHEET 22 07,32 li -LC-LT STA. 86+45 SEE SHEET 21 i Li I?b r? l ?I I I I ?? I II ? I L t' ? '? ? I ? I I I i I _ co m W l i '- IG co m / co I I ? I ? I I I I I , I I I I I I II T < I F7A m 7J ? nl -fir D :7 F n m U? D mz 0 D c so -LC-LT STA. 90 + 00 SEE SHEET 23 I 2-uO cu ° Cnn 0 c7i D m L D m C/I --D 90 D D n -Lc tr I I I I i I I I I I I I I : I I I I i I I i ? D C? O z m L D 2 ?n S?o 0 -I 2 0 ? FT-1 92 CA D I I = I? I I? _ o ?, I I ?J1Hj f 99 / I CC) O C-) ?JiH 0 A i I' I i i I 1 i i i I SHEET 23f. J ? m o ' C7 cf.y ? ..j 0 O Z3 ? l / 5" 4 i D` s O I Z?E 96 I Z / A / I. I I I I I ??? I 4 Z. aG IT STA. 97+20 SEE SHEET 25 i I ?? l/ I? f CC) _D f m 0 z C z I i li i ?I i i i AC-LT STA. 97+20 SEE r- = O z CD O O N LY, r I ? / AG? 8 so so KID I'I'I f ACAT STA. 100+75 SEE SHEEP 26 4LC-LT STA. 100+75 SEE SHEET 25 J it ? I I I I I I o I. Z C I ? aiSl z . ? I I cu DI I I n I I. I I I ? , z ,SZ I R I I? ?- I I X? III I I I I i jam! -n X I I - ? 62 x? / I Z I I I I ti ... -- rr? - I I I , z z C z ? AST ? O I I ? I , z I ? I I I I z $? - cri I ?oj -LCAT STA. 104+30 SEE SHEET 27 k z ?R II V k\, Y ,r . -n I J I i i STA. 104+30 SEE SHEET 26 11117 i , z 106 C-) r D L z z F x , I z°I ?1 I . mil y, s T 0 z o Li O C ,\ z 77 \? ? z i, F F F x fi I k n k I ? y ? A \ i 2 ? S p ? I A I \ ? e d A i 8 -LC-LT STA. 107+85 SEE SHEET 28 x r 0 'I'l f D z m V) I \ I- 0 -T 1 C? Q D ? C7 D 0. .2 ?z ? 0 Z7 z z c? D II - 4C-LT STA. 107+85 SEE SHEET 27 L I I I I II I I ? I I ? I I. I = I I I I I ? I I ? O V I I FT? 1 ? I / V ' I C7 D I I I I- I I I L I I ? I I ? I I •I I ? I = I I j I I Q° I ? I I O I I I ? 1 I I ? 1 ? I I I I I I I I I I I r I I :. I I I I I I I I I I I I I I I I i I I -LC-LT STA. 111+40 SEE SHEET 29 D 0 R° 0 m /0s :U U) 3 ?O F m = ll n e?c g CAT --.TjI I r ?' ? ? JI II ? I I ? s II I ?? I I 1 G? ? \ I / ? I I 2I m SOIL O D I 0 go c- 0 0-< -I Z _ ma .?D-o C/)m CD m m z O --G u c7 D -I ? C- 0 o i i i i I I i ?/A // C ?ausaanw?d ?/? Ir --?? Fr"Vlo Fri ?u o V) m BS 0 ? o 0 r Oo -- r 4C-LT sra na+9e s EE SNEEr 30 1T1 0 w `2,3 m S al N I O 'O 0 L?0 I Z U1 D o )> N z z ? o z m W o C) D M: 1101 C- x > > I x r- W m go 90 C) C7 o ?_ C -? • I n up. m z _ I N CO / n D ECP/i)?l x_-x x x ?x o J ? C z 0 O I I 1 i I I I L t i I I I i i I I i I I I I i I IC I -t- fis --f P,-? -?\ 90 C0 LD 4 O K r- FT-M U)C o G7 = ° I I 116 (n \ CT I ED y/ F -LC-LT RX 118+50 SEE SHEET 31 m O?? 09.]9 O5 II I SF D z I I o'er D ? ? 01 ?u D m N NON O??\ \ AN '- ANC \N ? I \SF I I s m gST i, 6`6 o \5? D ISFD ? z ? o I I i i i I i i \\? OM ? ins r ? ? I ? I ? ? III I I I ---' N CC) CA F- O 1 BKD z r 0 F- O 0 m 4 -I D m U) D m z 90 n O ur C_7 D? D r- -Fl 0 F71 Fri 0 0 --i M _ R° O FT-1 C/) I?\\1 o\? :gtj yTA 122+05 SEE SHEET 32 F --I i 3 a a i / II -I- A ;lj r\j 0 0 ?rl ? LLJ I a I I i 4tp I / 1 I I 1 1 1 I I i I I I i n 2.7 m Solt 0 CY) 1 ?- o 124 v I, 1 ? I C? \ --1 ITj I ?? 1 ?/ O vI co C) J -LC-LT STA. 125+65 SEE SHEET 32 -? -- O D = F17 i I T I -- ?-c N N N N U-1 U) m G7 0 D C/1 D r z 0 D C? D O O D 0 L 0 D 0 R° FTI D (/1 D D m z 11'r 0 P10 (C,,gNTRACT: TIP PROJECT: R-2 814 D ] A N V f ? i ti m .t e ? ? Z 8 _I O w 0 IN N , o s N ? ; `/ ?u S ? '? Z 3 I I u u u u u - k p pp O ?p ? m B N Z m Z z A N b ?m j v >j 22 22 N?? ? ? ? ? /TDB v II C m I-A U T u? 14 ^ F U) yvCC+ z ; Z z Z 21 b O m y O krl A R1 ^ > /v 0-4 t O o 10 N I ?Q N V O O i r C N N? 70 Y Oo A v m v O m n -1 N v !r II II I I D r FTI Z m D 1 C- m r- z K: o m m m o r Z K O m o ? I m V- 0 - UJ z i oj 0 wo 0 o m o z = z D D r p r^ -I = W D o y D N ?u z Z (-) X- C) D o r 90 o = m m cn cn z3 m n N I I I i I I 1 I I I I i i i I I i I I _.c l I I I I I I I I I I I .{ I I I I I I I I I I ? I I I `< ,V \ N m 3 BK o M w m 0 z N T CD A v m H F- N CD FT? C7 CC) F- D z O m 11 UJ L - !-m 1.19 p .i rM (n m Z r_ N DD K W? m? rn _.Z Z ? I f C--r, I c /) ? 0 ??- 2.5_ oc-) C-I / j/ D O coD ?z ? a O = m e C7 D V f 2 Ij JI rl 1;7 D n 5 / I SEE SHEET 4 I\ I I I IF I I •' I I I I II II I1 ISFD'? O ?I ?p I I °<N.nllll ? IIII ??, ? I II 15 /6 0 m C7 D F- D n m l` I I / .: $ Le I •'?' s fi 10" ? fi (n? / 1 fi fi . fi ?O It r SEE SHEET 6 -7I[7S /4 1:9 SEE SHEET 5 / 1 ?I ICI I? I ICI ICI it I I I I I I i 3 fi ; } m 001 I ; fi ? V Frl fi 3 -T-1 FT-1 2°? 1 ? INJ[tr O I 18 I'. 1 I I I I cc--? I; I I I I O I. 1 I I I? I I (? m O I 11 C) ,9 M -Tl I, I I I I I c FT I. I ,-, m O 9 I ? 1 ? 1 rrh-r I I I 1 1 1 ? ? 1 1 0 r I I? I ? I I ?\? cn . ? ll I I I I SEE SHEET 7 I I I I I I/I Z O Z n _ C- D D F- m m = D O ? ? Qo FT? SEE SHEET 6 2' \\ I I ?? I I ?? I I I I d I I I 0 CA) -PD I I 3CD O r ?U m m I I ? D I I a f X 22m I I I I Tl m n° i I II X I 1 I I i .. U I I 03 I I ? I I ? I I 1 23 I I I I I I I I I I I I I I I. ? I I I ? ? I ? I I I I? ? I I I `r + I sil; I I I z SEE SHEET 8 a w L 133HS 33S L _ ? D O D ? ? ?7 fTl C/) _ o p ;?25 ? -O , I III I I xl I° III I, / x? CD / ?. D D ? f F- m m ? o _ ?:u O -< m K X- m i C/) m ?I I ?I 3 i \y.-5-?) I I m G? 25 .' i m . -?i -? Ul n N m 0 2 2 JFz rz 0 m m Oc v? J!% z m Tm N I SEE SHEET 9 8 133HS 33S ffT( T'1111"V3 ? ? I' 77 Frl C7 Fri 0 C13 t- Fl-1 F T71 ?10 n o C/) -Ii -T NN V ` D I - L? y C- D D F- fTI Fri C/) D R° CO C FJ D C co D ® I i. T O r u,? Cn I I W (mil I I I? III (J) 0 v" ?? ? fTl 1 i t I 29 ?- \F71 I = HOILU _ t - s I ? 30 I_ ?AS I? I I i I I I I X10 SEE SHEET 10 rsmkm U) D z z 0 z R° C- 0 z 0 0 O C-) x;25 GR SEE SHEET 9 OD 1 I I I i I I i I I I ?I i i I I 1 i i D U) D z z O z 0 90 O z 0 C7 32 33 34 I I ? - I I I 8 B so I I ? I I ? ..d. aasf SEE SHEET 11 SEE SHEET 10 SEE SHEET 12 SEE SHEET 11 ??I II ?' II II II II II II II II II 2 -l-, _ . . co D D CC) C_ 0 I I I 1 I ? I I I I I I I I I OIL I I I I I I I I I I I I I I I I I L r, I I I I I I 3 I I I I I I I I I ? I I I I i i ? I I ? ? I I I I I ? I I I I I I I I I I ? I I I I I I I I I I I I I I I I ? I I I I I I I I I I I I I I I I 39 40 D 4/ z z O z O Q° O z SEE SHEET 13 SEE SHEET 12 CD m z z m m 1 oT V FTI -7N-7--? 42 43 Co m z z m m 0 m 44 L 0 45 $ SEE SHEET 14 m m m 0 ?:U? '< c II \11 1111 II II (I 1 1\ ill III ?I I ?I II I II II ?II I UMN" SEE SHEET 73 \\ I W L `?\\ I I I1 \\ ? I 1 l I I I t i i I I i i I i I ? I ? I I I r-A SEE SHEET 15 \?\ 11 11 \4\ o z O m v ? m 48 T SEE SHEET 14 ?\ I ?? I I I ? ? U1 I/ CC) ?I m /o ??- f ? c C- C7 SEE SHEET 16 I I I i 933 i i I I I i I i i ?I I I I I ? I O I I I i v I ? I I 0 A O 50 W °o m 5/ m z z m m m 5i SEE SHEET 15 ,R xi C- U) 0 _D FT1 L 0 0 0 W m 0 L D n m m r r O SEE SHEET 17 SEE SHEET 16 I I 0 R° -TI D z C) V) 0 i f o ? co D Co 0 D z U) F II co i L- I I_ c 9s cc) I I ° ? 57 ISFD I I ?O I rn m co 0 a I N I I O co ? O I W C D co Co co -T1 co CO co co I ?u 58 D F ?o z g go R° 90 Z v z z I N C) N U) ° ? I D o o < < < < I N N N I ? I m I D o ? ? I 1 LL 133HS 33S lJ ? r 8/x - _ cn a I' Cq ?I R C/) J @@ ? m W C n Z ? f m i R> 2 4? A N R, n m n r n u o ? ??-.:3 v n m r < N Z ~ [If C z O z i i I I I -14- SEE sh 91 I i I I r 'i \. I i I e Ir I \ I ? it I ? - ? V M4 - C ?I ? it w I Ix I I i I I I i I 60 61 O o ? 0 m c3i O iv Y y ,7 K W X?X / LZr 62 C ? R m D f 63 SEE SHEET 18 C z z 1 d I I I I II 1.. BHK I 1 I I N M II ?? II I I ?. I C/I I m u I I D z _z 71 65 I C I c ? CT) ? D m I I I I 66 I I I ? SEE SHEET 20 SEE SH 19 ?DU D D C) 0 K T? FTI N I- D Fri SEE SHEET ? z ? z m C 0 m 68 l? ?po ao ISFD Li-I D N D ?i 11 11 1 ?_ 1",/ / D fTl 0 D O z F- (?1 O ?o 0 C C-) 77, m D z U) I I I. I. I I I I I i i I I I I I I I I I I I i ,I i i I .? i I I i i I I I SEE SHEET 23 C z 0 z I I I I I CD I I C: CD I I I cn I I ? I -- i i 74 75 76 I?F-rl 7i Oo bo Fl? r CCr w..__