The URL can be used to link to this page

Home My WebLink About20211334 Ver 1_ePCN Cover Letter and Appendices_20211130WSP USA Suite 1500 434 Fayetteville Street Raleigh, NC 27601 Tel.: +1 919 836-4040 Fax: +1 919 836-4099 wsp.com November 30, 2021 George Lyle Phillips U. S. Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Subject: Application for Section 404 Nationwide Permit 14, Section 401 Water Quality Certification, and Riparian Buffer Authorization for the Proposed Intersection Improvements at SR 2320 and Shepard School Road, Wake County Dear Mr. Phillips: On behalf of the Town of Zebulon, WSP USA has completed a Pre-Construction Notification (PCN) application for the proposed Intersection Improvements at SR 2320 and Shepard School Road project and requests authorization from the US Army Corps of Engineers (USACE) and North Carolina Division of Water Resources (DWR) to use a Nationwide Permit 14 and the associated 401 Water Quality Certification for impacts to jurisdictional Waters of the U.S. that will result from the project. A riparian buffer authorization is also requested from DWR for impacts to Neuse River riparian buffers. The Town of Zebulon is seeking to improve vehicular and pedestrian safety at the SR 2320 (Old Bunn Road/Proctor Street) and Shepard School Road intersection by adding turn lanes, sidewalks, and pedestrian and traffic signals. Shepard School Road is being proposed to be widened to include a variable turn and median lane and curb and gutter will be installed on both sides. Catch basins are proposed along the curb and gutter and tie into the existing 30" reinforced concrete pipe (RCP)-III. The cross pipe would be collared and extended to proposed roadway slope. Impacts to the nearby wetland will include temporary fill impacts due to roadway construction. Proposed permanent stream impacts include permanent fill due to the pipe extension and channel stabilization in this location. Along SR 2320 (Proctor Street) will also be widened. A proposed 48" RCP-III cross pipe would replace the existing 30" RCP. Proposed permanent stream impacts include rip rap at embankment at the outlet of a proposed lateral 'v' ditch that runs parallel to the widened roadway and pipe inlet channel stabilization at the inlet of the proposed 48" RCP-III. At the outlet of the proposed 48" RCP-III, rip rap at the embankment at the outlet and pipe outlet channel stabilization are being proposed. A roadside ditch that runs parallel to Shepard School Road north of the intersection will be filled. The Town proposes to mitigate for 1,594 square feet of Zone 1 impacts at a 3:1 ratio and 700 square feet of Zone 2 impacts at a 1.5:1 ratio that will result from the project. Buffer mitigation credits will be acquired through the purchase of 5,832 square feet buffer mitigation credits from the Kittrell Hill Mitigation Bank. The mitigation credit availability letter from EcoTerra regarding the Kittrell Hill Mitigation Bank is including in Appendix A. Mitigation for losses of Waters of the U.S. is not proposed for this project because permanent stream impacts will not exceed 150 linear feet and there will be no permanent wetland impacts. Mr. Phillips November 30, 2021 Page 2 Please see the enclosed documents as part of the PCN application: ·Appendix A: Processing Information 1.Statement of Mitigation Credit Availability Letter ·Appendix B: Applicant Information 1.Agent Authorization Form ·Appendix C: Project Information 1.Table 1. Property Owner Information 2.Figure 1. Site Location Map 3.Figure 2. USGS Topographic Map 4.Figure 3. Delineated Potential Waters of the U.S. 5.Figure 4. Proposed Intersection Improvements 6.Wetland and Stream Impacts Permit Drawings Sheets 1-4, including the Impact Summary Table 7.Buffer Impacts Permit Drawing Sheets 1-4, including the Impact Summary Table 8.DWR Determination for Applicability to the Neuse Buffer Rules 9.Stormwater Management Plan ·Appendix D: Supplementary Information 1.USACE Wetland Determination Forms 2.NC DWQ Stream Identification Forms 3.US Fish and Wildlife Service Information and Planning Consultation Official Species List 4.NC Natural Heritage Program Report 5.NC State Historic Preservation Office Response Letter If you have any questions or need additional information, please contact me at amanda,johnson@wsp.com or (919) 376-2733. Thank you for your assistance with this project. Kind regards, Amanda Johnson, PWS Lead Consultant, Environmental Scientist cc. Rob Ridings, NCDWR Chris Ray, Town of Zebulon AMJ Appendix A: Processing Information 1.Statement of Mitigation Credit Availability Letter 1328 Dekalb Avenue NE, Atlanta, GA 30307 | EcoTerra.com November 4, 2021 Amanda Johnson, PWS WSP USA Inc. 434 Fayetteville Street Suite 1500 Raleigh, NC 27601 RE: Zebulon Project Statement of Credit Availability Dear Amanda Johnson: Thank you for your inquiry regarding credit availability, reservation and pricing. As you have requested: • HUC: Neuse - 03020203 • Bank Name: Kittrell Hill Nutrient Offset and Buffer Mitigation Bank - 2019-1261 v2 • Credit Requested: Buffer Mitigation Units • Credit Amount Requested: 5,832.00 • Credit Price Proposed: $1.00 • Total Amount of the Transaction: $5,832.00 • Credit Reservation held until: December 20, 2021 Please let us know if we can be of service and we look forward to working with you! Sincerely, Michael Beinenson President Eco Terra Partners LLC Appendix B: Applicant Information 1.Agent Authorization Form AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. PLAN NO. PARCEL ID NO. Multiple Properties PROJECT NAME: Town of Zebulon — Intersection Improvements at SR 2320 and Shepard School Road STREET ADDRESS: Shepard School Road, Proctor Street, Old Bunn Road PROPERTY SIZE: 8.4 Acres PROPERTY PROJE OWNER: Town of Zebulon Property/Project Owner's Address (if different than property above): 450 East Horton Street, Zebulon, NC, 27597 Attention: Chris Ray Telephone: 919-269-5285 The undersigned, registered property/project owners or owner representatives of the above noted property/project, do hereby authorize Amanda Johnson of WSP USA to act on our behalf and take all actions necessary for the processing, issuance and acceptance of this Jurisdictional Determination and/or Section 404/Section 10 permit. We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. P,op rty roj Owner Representative: r .e Authorized Signatu OffIkS • t='-t :e L):4tY. Print Name 5/MI7i Date Appendix C: Project Information 1. Table 1. Property Owner Information 2. Figure 1. Site Location Map 3. Figure 2. USGS Topographic Map 4. Figure 3. Delineated Potential Waters of the U.S. 5. Figure 4. Proposed Intersection Improvements 6. Wetland and Stream Impacts Permit Drawings Sheets 1-4, including the Impact Summary Table 7. Buffer Impacts Permit Drawings Sheets 1-4, including the Impact Summary Table 8. DWR Determination for Applicability to the Neuse Buffer Rules 9. Stormwater Management Plan Property Owner Information for the Town of Zebulon Intersection Improvements at SR 2320 and Shepard School Road PARCEL NUMBER PROPERTY ADDRESS OWNER NAME MAILING ADDRESS MAILING CITY AND ZIP CODE 2706303537 1320 SHEPARD SCHOOL RD BOYS CLUB OF WAKE COUNTY INC 701 N RALEIGH BLVD RALEIGH, NC 27610-1692 2706300773 111 SHEPARD SCHOOL RD TWIN AGRI SERVICES INC 10501 DEBNAM RD ZEBULON, NC 27597-8520 2706206369 1309 SHEPARD SCHOOL RD LUTHER M AND MARI KITAHATA 2623B FRANKLIN AVE E SEATTLE, WA 98102-3218 2706219033 1401 SHEPARD SCHOOL RD DARRYL ROBERT HIGH 1721 LONGMONT DR WAKE FOREST, NC 27587-5912 2706209765 1315 SHEPARD SCHOOL RD TWIN AGRI SERVICES INC 10501 DEBNAM RD ZEBULON, NC 27597-8520 2706217463 901 PROCTOR ST TWIN AGRI SERVICES INC PO BOX 10 ZEBULON, NC 27597-0010 2706313724 SHEPARD SCHOOL RD STARLIGHT HOMES NORTH CAROLINA LLC 5711 SIX FORKS RD STE 300 RALEIGH, NC 27609-3888 2763044997 OLD BUNN RD GRANITE PROPERTIES & MANAGEMENT LLC PO BOX 400 ROLESVILLE, NC 27571-0400 ¯ Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P,NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri(Thailand), N GC C, (c) OpenStreetMap contributors, and the GIS UserCommunity 0 1,00 0500 Feet Source: NC OneMap, Esri World Street Map Figure 1. Site Location Intersection Improvements at SR 2320 and Shepard School RoadTown of Zebulon Wake County November 2021 Legend Project Stu dy Area(8 .4 ac.) WAKE ^_ SR 2320 ¯ 0 400200 Feet Source: USGS Zebulon, NC Quadrangle 7.5-Minute Series (2019) Figure 2. U.S. Geological Survey Topographic Map Intersection Improvements at SR 2320 and Shepard School Road Town of Zebulon Legend Project Stu dy Area(8 .4 ac.) SR 2320 ¯ ! ! !! ! ! ! ! ! ! ! OOllddBBuunnnnRRdd ((SSRR 22332200))Shepard School RdShepard School RdPPrrooccttoorrSStt((SSRR22332200)) Source: Esri, Maxar, GeoEye, Earthstar Geographics, CN ES/AirbusDS, U SDA, USGS, AeroGRID, IGN, and the GIS User Community 0 15075 Feet Legend Project Area (8.4 ac.) Potential Waters of the U.S. Potential Wetland Waters of theU.S. !Stream Data Form !Wetland Data Form !Upland Data Form Culvert WCSA SB (1) WA WB DA WB UPB UPAWA WC Figure 3. Delineated Potential Waters of the U.S. Intersection Improvements at SR 2320 and Shepard School RoadTown of Zebulon Wake County November 2021 Notes: Potential jurisdictional Waters of the U.S. and excluded waters were delineatined by WSP on 4/7/21. This map is intended forplanning purposes only and is not intended for design, construction, or legal purposes.Source: Esri Aerial Imagery dated 12/16/18 SB (2) SB (3) SB (4) SHEPARD SCHOOL RD. 2 -8. C&G PROPOSED 5' SIDEWALK 2.$" C&G PROPOSED 5' SIDEWALK 317.84 2-6 C&G PROPOSED 5' SIDEWALK 318.77 11 2.-6n C&G PROPOSED 5' SIDEWALK 11/ Ir318.37 316.99 C&G PROPOSED 5' SIDEWALK 0 316.9 CONCRETE ISIAN a 26'DR PROPOSED — 5' SIDEWALK NAD 2.-6' C&G uI 2 W PROJECT REFERENCE NO. 188673.08 RM SHEET NO ROADWAY DESIGN ENGINEER SHEET NO. 28 -1 HYDRAULICS ENGINEER INCOMPLETE PLANS DO NOT UM FOR t/ W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL. SIGNATURES COMPLETED PLANS PREPARED BY: INN! .s4 USR 43 i.A1SF TF.471 i.1? $MEET SUITE 000 R,1IFIGH NC 271591 1Y:1.: 1.91 .83G4044 FAX, 1.91 .O36.4119 LI[ENSE .NO. N'-OI6Li 20 10 0 20 40 GRAPHIC SCALE END GRADE BEGIN OVERLAY/WIDENING STA.-L- 19+05.00 STA. -L- 19+05.00 Figure 4. Proposed Intersection Improvements VICINITY MAP LOCATION PROJECT 2342 23432376 2375 2374 1001 2455 2320 2406 2387 2380 2344 2456 2430 264 64 264 64 96 Ol d Bunn Rd.Old US HwyTippettRd. WAKE COUNTY D T V = = = = = = % % MPH ADT ADT % * DUAL INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION * TTST = FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99188673.08 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:188673.08See Sheet 1A For Index of Sheets -Y--Y1-PROJECT ENGINEER PROJECT DESIGN ENGINEER LICENSE NO. F-0165 FAX: 1.919.836.4099 TEL: 1.919.836.4040 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET WSP USA SR 2337 = 0.170 MI = 0.000 MI = 0.170 MI LENGTH ROADWAY PROJECT 188763.08 LENGTH STRUCTURE PROJECT 188763.08 TOTAL LENGTH PROJECT 188763.08 GUIDELINES * SUB-REGIONAL TIER SHEPARD SCHOOL ROAD OLD BUNN ROAD/PROCTOR STREET AND 0 0 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 00 SHEPARD SCHOOL RD. SHEPARD SCHOOL RD. DEBNAM RD. TO PIPPIN RD. / TO US 264/64 -L-PROCTOR ST.OLD BUNN RD. HOLLY CHRISTENBURY, PE AND TRAFFIC CONTROL GRADING, DRAINAGE, SIGNALS, SIGNING 97 BEGIN TIP PROJECT 188673.08 -L- Sta. 12+75.00 20152 5 END TIP PROJECT 188673.08 -L- Sta. 21+70.00101520 END CONSTRUCTION -Y- POT Sta. 25+50.00 BEGIN CONSTRUCTION -Y- POT Sta. 14+02.17 JUNE 21, 2022 JUNE 22, 2021 ZEBULON PUBLIC WORKS DIRECTOR CHRIS RAY 68252022 2040 9800 50 MAJOR COLLECTORPROJECT:TOWN OF ZEBULON S1 S2 S3 W1 SHEET 1 OF 4 PERMIT DRAWING WETLAND AND STREAM IMPACTS PERMIT 11-17-2021 S4 ERIC MISAK Beaverdam LETTING DATE: RIGHT OF WAY DATE: PREPARED IN THE OFFICE OF: 2018 STANDARD SPECIFICATIONS TOWN CONTACT: FOR THE TOWN OF ZEBULON NAD 83 / 2011 CTCC10528PLAT BM 2017 PG 730DB 4387 PG 42730' CP&L UTILITY EASEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT CONC. SIDEWALK CONC. SIDEWALK CONC. SIDEWALKCONC. SIDEWALKCONC. CURBSHRUBSSHRUBS SHRUBS N 00°45'02" E 194 .68'S 67°39'00" E452.78'S 73°56'19" E209.56'S 01°38'01" W 190 .73' N 10°55'39" W 191.41' N 07°41'01" E460.59'N 74°44'17" W730.66'N 00 °45'03" E 92 .85'N 14°40'19" E122.27'18" RCPSHEPHARD SCHOOL RD. 60' PUBLIC R/W 18" RCP 18" RCP18" RCP 24" RCP24" RCP18" RCPAPPROX. GIS LOCATION APPROX. GIS LOCATION EIPPKNAILECMSB1SBUS GRASSGRASSGRASS15" RCPINV=318.5WELL10528ECMEIPSR 2320 PROCTOR STSR 2320 OLD BUNN RD 60' PUBLIC R/W6 0.0 0' 6 0.0 0'60.00'SR 2406 SHEPHARD SCHOOL RD. 60' PUBLIC R/W SR 2320 PROCTOR ST 60' PUBLIC R/WSSEIP-EL--EL--EL--EY--EY-SSINV=307.9 INV=307.8 15" RCP 24" R C P PIN 2706213256 DB 001041 PG 00224 WAKEFIELD BAPTIST CHURCH NOW OR FORMERLY PIN 2706206369 DB 01530 PG 01375 M.KITAHATA MARI KITAHATA & LUTHER NOW OR FORMERLY PIN 2706217463 DB 011740 PG 02641 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706209765 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706300773 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY BOYS CLUB OF WAKE COUNTY DB 09122 PG 00692 PIN 27006206369 PIN 2706304997 DB 011491 PG 00646 MANAGEMENT LLC GRANITE PROPERTIES & NOW OR FORMERLY PIN 2706305464 DB 016500 PG 00278 EDWIN TROY, SHAWN BROWN NOW OR FORMERLY PIN 2706305569 DB 017157 PG 00999 BETTY M HALSTEAD, MARK ALLEN SHIPP, NOW OR FORMERLY POND WOODS GRASS WOODS WOODS WOODS WOODS CLUB OF ZEBULON BOYS AND GIRLS ISBK BY-105 S PIN 2706219033 DB 016886 PG 01682 DARRYL ROBERT HIGH NOW OR FORMERLY P A V E ME N T E D G E O F GRASS ELEV=314.22 NAIL ON TREE BM-1 BY-102 EIP GRASS WOODS 10' PUBLIC DRAINAGE EASEMENT BL-101CONC. SIDEWALKRIPRAPS 82°43'52" E80.50'S 23°49'29" E 143.32' S 30°28'24" W 131.18'OLD BUNN RD 60' PUBLIC R/W15" RCP EI PEIPINV=323.12INV=322.3 1SFD S 1SFDEDGE OF PAVEMENTEDGE OF PAVEMENT N 10°55'39" W -EY-EDGE OF PAVEMENTSR 2320 PROCTOR ST 60' PUBLIC R/WINV=307.9 S1 S2 S3 W1 S1 S3 S2 S4 S4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 50' L +50 40' 50' L +50 45' Y +10 1 2 3 4 7 5 6 8 40' 65' L+25 40' 65' L+30 40' L+15 EX.RW 41.1' L +55 EX.RW 55' L +36 40' 44.8' Y+25 EX.RW 55' L +41 EX. RW Y +44.17 03 02 01 0302010 0 0 2 0220 2 5 1520CR C R CRCRCRCR -Y- P T Sta. 2 5 + 46.71 -Y - PC St a. 15+44.96-Y- PC St a. 20+16.67-L- POT Sta. 24+98.46-Y- PC Sta. 20+14.10 -L- POT Sta. 16+65.85 = PI Sta 16+93.93 D L = 297.22' T = 148.97' R = 1,750.00' CURVE DATA (-Y-) PI Sta 22+81.90 D L = 530.05' T = 265.24' R = 5,400.00' -Y- POT Sta. 25+50.00 END CONSTRUCTIONDS = 40MPH DS = 40MPH e = NCe = 3% -Y- PT Sta. 18+42.1802010001010202 0302010 1 CR01803503020202020302EXIST0202BEGIN OVERLAY/WIDENING END GRADE/ -L- Sta. 19+05.00 EXIST037 00 01 02 BEGIN PROJECT 188673.08 -L- POT Sta. 12+75.00 END PROJECT 188673.08 -L- POT Sta. 21+70.00 00020215-Y- POT Sta. 14+02.17 BEGIN CONSTRUCTION 0102F F F F F F F F F F FF C FFFFFFFFFFFF FFCCCCCCCCCCCC CCC C C C C C C CCC C CCCCCCCCCCFCFFC( Not to Scale) PIPE OUTLET CHANNEL DETAIL 6 -L- STA. 14+57 LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 5 Tons of Class B Rip-Rap d= 1.25 Ft. Length= 10 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed d 3:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL WARIABLE WIDTH BASE DITCH FROM STA. 21+00 TO STA. 21+50 -L- RT Slope Fill DETAIL 7 B= Varies (Ft) Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= Class B Rip-Rap Ground Natural Geotextile ( Not to Scale) RIP RAP AT EMBANKMENT FROM -Y- STA. 23+15 TO STA. 23+29 RT FROM -Y- STA. 22+68 TO STA. 22+83 LT DETAIL 8 Grade Ditch 15" GEOTEXTILE Type of Liner= Class I Rip-Rap 10'min. 1.0'min. ( Not to Scale) PIPE INLET/OUTLET CHANNEL DETAIL 5 -Y- STA. 23+29 Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 4 to 8 Tons of Class 1 Rip-Rap d= TOB to 4 Ft. Length= 16 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed EST 7 SY FF EST 2 TONS CLASS B RIP RAP020102010202RETAINRETAIN18" RCP-IV02020202202203204Receiving Party accepts the Files on an "as is" basis with all faults.relied upon. Any use of these electronic Files will be at the Receiving Party's sole risk. govern. Only printed copies of such documents conveyed by Kimley-Horn may be the Files and the hardcopy of the Files prepared by Kimley-Horn, the hardcopy shall For any signed and sealed plans or final deliverables, if there are discrepancies between and subject to the terms of this notice.Party and only for its sole use. Receiving Party agrees that it shall be bound by the Files ("Receiving Party") are provided only for the convenience of Receiving The electronic files ("Files") furnished by Kimley-Horn to the intended receiver of CB18" RCP-IV 020202020203020302040204204BASIN CONCRETE CATCH MINIMUM DEPTHFCCCFCF C 4:13: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM -Y- STA. 17+25 TO STA. 19+75 RT FROM -L- STA. 16+97 TO STA. 18+25 RT DETAIL 3 GROUND NATURAL ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2: 1 D FROM -Y- STA. 21+75 TO STA. 23+25 RT FROM -Y- STA. 24+75 TO STA. 25+50 LT FROM -Y- STA. 21+50 TO STA. 22+75 LT FROM -Y- STA. 14+75 TO STA. 17+25 RT FROM -L- STA. 14+66 TO STA. 15+50 LT Min. D= 1 Ft. DETAIL 1 Ground Natural Flatter4:1 or Slope Fill Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 18+75 TO STA. 20+19 LT DETAIL 2 Min. D= 1 Ft. Ground Natural Slope Ditch Front REMOVE REMOVE REMOVE 24" RCP REMOVE 51 LF 18" RCP REMOVE 150 LF REMOVE ADJ. CB ADJ. CB ADJ. CB ADJ. CB RETAIN RETAIN RETAIN RETAIN RETAIN REMOVE 24" RCP-III 2GI 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III AND EXTEND COLLAR EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP 15" RCP-III ADJ. CB 18" RCP-III CB-F CB-F CB-F CB-F CB-F CB-F CB-G CB-FCB-G CB-F CB-E CB-G CB-G CB-F RETAIN HW HW RCP-III 24" 15" RCP-III 15" R C P-IIIREMOVE HW RCP- I I I15"BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN REMOVE SEE DETAIL 5 CLASS I RIP RIP STABILIZATION CHANNEL PIPE INLET SEE DETAIL 6 CLASS B RIP RAP STABILIZATION CHANNEL PIPE OUTLET SEE DETAIL 5 CLASS I RIP RAP STABILIZATION CHANNEL PIPE OUTLET 15" RCP-III ( Not to Scale) SPECIAL LATERAL 'V' DITCH 3:1D FROM -L- STA. 12+75 TO STA. 14+56 LT FROM -L- STA. 24+40 TO STA. 25+50 RT FROM -L- STA.. 18+25 TO STA. 21+00 RT Min. D= 1 Ft. DETAIL 4 Ground Natural Flatter4:1 or Slope Fill SEE DETAIL 8 17 SYGF CLASS I RIP RAP EST. 8 TONS EMBANKMENT RIP RAP AT 15" RCP-IIIADJ. CB BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN HW AND EXTEND COLLAR RETAIN HW S S S S TS TS TS WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS PERMANENT SURFACE WATER IMPACTS SURFACE PERMANENT S S WATER IMPACTS PERMANENT SURFACE TS WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS TEMPORARY SURFACE S S S S S TS TS TS S S S TS S S S S INV.IN=321.4 SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 3 SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 3 SPECIAL BACK OF CURB DITCH SEE DETAIL 4 SPECIAL LATERAL 'V DITCH SEE DETAIL 2 SPECIAL CUT 'V DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH 30" RCP-III SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH 48" RCP-III RCP-III 15" RCP-III 15" RCP-III 24" RCP-III 15" SEE DETAIL 7 EST. 10 TONS CLASS B RIP RAP SPECIAL LATERAL VARIABLE WIDTH BASE DITCH SEE DETAIL 8 16 SYGF EST. 8 TONS CLASS I RIP RAP RIP RAP AT EMBANKMENT SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH 30" RCP-III 48" RCP-III 4188673.08 INSET "A" M A TCH LI N E "A "LICENSE NO. F-0165 FAX: 1.919.836.4099 TEL: 1.919.836.4040 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET WSP USA PLANS PREPARED BY: -L- -L- SHEPARD SCHOOL RD.OLD BUNN RD.NAD 83 / 2011 PIN 2706305569 DB 017157 PG 00999 BETTY M HALSTEAD, MARK ALLEN SHIPP, NOW OR FORMERLY PIN 2706306652 DB 016404 PG 00164 GEORGE, LATOYA CARTER NOW OR FORMERL PIN 2706304997 DB 011491 PG 00646 MANAGEMENT LLC GRANITE PROPERTIES & NOW OR FORMERLY-Y--Y-PROCTOR ST.TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIDEWALK M A TCH LIN E SEE IN SET ' A' I N TH IS SH EETLEGEND TO BE RELOCATED EXIST WELL TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIGN WARNING SIGN LOCATIONS SHEET SIGN-X FOR SPEED REFER TO SIGNING PLAN SHEPARD SCHOOL RD. SCALE 1"=50' SCALE 1"=50' SCALE 1"=50' SHEET 2 OF 4 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WATER IMPACTS PERMANENT SURFACE WATER IMPACTS PERMANENT SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS PERMANENT SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS TEMPORARY SURFACE TS T T FILL IN WETLAND DENOTES TEMPORARY WATER IMPACTS PERMANENT SURFACE WATER IMPACTS PERMANENT SURFACE 302303303 303303303303 303303303303303303 303303303303303303303303303304 304304304304 304304304 304304304304304304304304304304304304304304304304305 305 3 0 5305 305 305305305305 305305305305305305305305305305305305305305305305305305305305305305305305306306306306 3 0 6 3 0 6 306 306306306306306306306306306306306306306306306306306306306306306307307307307 307307307307 307 307307307307307307307307307307307307307307307307308 3083083083083 0 8 308308308 3 0 8308 308308308308308308308308308308308308308308308309309309309 3 0 9 309309309309309 3 0 9 3 0 9 3093093093093093093093093093093093 1 0 3103 1 0 310 310 310310310310310310310310310310310310 3103103103103103103 1 0 310310310310310310310 310310310310310310310310310310310310310310310310310310310310311311 3 11 311 311311311311311311 311311311311 311311311311311311311311311311311311311311312312312312312312312312312312312 312 312312312312312312312312313 313 313313 313313 313313313313 313313313313313313313313313313313313313313313313313314314314314314314 314314 314314314314314 314314314314314314314 314314 3 143143 1 43143143 14 314314314314 314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314 314314 314314314314314314314314314314314314314314314314314314314314314314314314314314314314314315 315315 315315315315315 315315315315315315315315315315315315315 315315315315 315 315315 315315315315315315315315315315315315315315315 315315315315315315315315315315315315315315315315315315315315315315315316 3 1 6 316316316316 316316316 316316316316 316316316316 316316316316316316316316316316316316316 316316316316316316 316316316316316316316316317 317 317317317 317 317317 317317317 317317317 317317317317317317317317317317317317 317317317317317317317 317317317317317317317317317317317317317317317317317317317318 3 18 3 1 8 318 3 18 318318318318318318 318318318318318318318318 318318318318318318318318318318318318318318318 318318318318318318318318318318318318318319 3 1 9 319 319319319 319319 319 319319319 319319319319319319319319319319319319319319319319319319319319319319319320320 3 2 0 320 320 320 320 320 320320 3 2 0320 320320320 320320320320320320320320320320320320320320320320320320320320320320 3203203203203203203203203203203203203203203203213 2 132132 1 321 321 321321321 321321 321321321321321321321321321 321321321321321321321321321321321321321321321321321321321321322322322 322 322 3223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223233 2 3323323323323 323 323323323323 32332332332332332332332332332332332332332332 3 3233233233233233233233233233233233233233233233233233233233233233233233233233233233233 2 4 3 2 4 324324324 324324324 324 324324 324324324324324324324324324324324324324324324324324324324324324324324324324324324324324 324324324324324324324324324324324324324324324324324324325 325 325 325 325 325 325 325 325 325325325325 325325325325325325325325325 325325325325325325325325325325 325325325 325325325325325325 3253253253253253253253253253253253253253253253253253253253253253253253253253253263 2 6 326 32 6 326326326326326326 3263263263263263263263263263263 2 6326326 3263263263263263263273 2 7 327327327 327327 3273283 2 8 328328328329329329329329329329329329329329329329330 303303303303303 303303303303303303303303303303303303304304304304304305305305305305305305305305306306306306306306306306306307307307307307308308308308308309 309309309309309309309309309310310 310310310310310310310310310310310310310311311311311311311311 311311311311311311311311312312312312312312 3123123123123123123133 1 3 313313313313313314307308309310311 312314314315315315313314315316307308 308309309310310311311312315 302304 305307 308CTCC10528PLAT BM 2017 PG 730DB 4387 PG 42730' CP&L UTILITY EASEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT CONC. SIDEWALK CONC. SIDEWALK CONC. SIDEWALKCONC. SIDEWALKCONC. CURBSHRUBSSHRUBS SHRUBS N 00°45'02" E 194 .68'S 67°39'00" E452.78'S 73°56'19" E209.56'S 01°38'01" W 190 .73' N 10°55'39" W 191.41' N 07°41'01" E460.59'N 74°44'17" W730.66'N 00 °45'03" E 92 .85'N 14°40'19" E122.27'18" RCPSHEPHARD SCHOOL RD. 60' PUBLIC R/W 18" RCP 18" RCP18" RCP 24" RCP24" RCP18" RCPAPPROX. GIS LOCATION APPROX. GIS LOCATION EIPPKNAILECMSB1SBUS GRASSGRASSGRASS15" RCPINV=318.5WELL10528ECMEIPSR 2320 PROCTOR STSR 2320 OLD BUNN RD 60' PUBLIC R/W6 0.0 0' 6 0.0 0'60.00'SR 2406 SHEPHARD SCHOOL RD. 60' PUBLIC R/W SR 2320 PROCTOR ST 60' PUBLIC R/WSSEIP-EL--EL--EL--EY--EY-SSINV=307.9 INV=307.8 15" RCP 24" R C P PIN 2706213256 DB 001041 PG 00224 WAKEFIELD BAPTIST CHURCH NOW OR FORMERLY PIN 2706206369 DB 01530 PG 01375 M.KITAHATA MARI KITAHATA & LUTHER NOW OR FORMERLY PIN 2706217463 DB 011740 PG 02641 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706209765 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706300773 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY BOYS CLUB OF WAKE COUNTY DB 09122 PG 00692 PIN 27006206369 PIN 2706304997 DB 011491 PG 00646 MANAGEMENT LLC GRANITE PROPERTIES & NOW OR FORMERLY PIN 2706305464 DB 016500 PG 00278 EDWIN TROY, SHAWN BROWN NOW OR FORMERLY PIN 2706305569 DB 017157 PG 00999 BETTY M HALSTEAD, MARK ALLEN SHIPP, NOW OR FORMERLY POND WOODS GRASS WOODS WOODS WOODS WOODS CLUB OF ZEBULON BOYS AND GIRLS ISBK BY-105 S PIN 2706219033 DB 016886 PG 01682 DARRYL ROBERT HIGH NOW OR FORMERLY P A V E ME N T E D G E O F GRASS ELEV=314.22 NAIL ON TREE BM-1 BY-102 EIP GRASS WOODS 10' PUBLIC DRAINAGE EASEMENT BL-101CONC. SIDEWALKRIPRAPS 82°43'52" E80.50'S 23°49'29" E 143.32' S 30°28'24" W 131.18'OLD BUNN RD 60' PUBLIC R/W15" RCP EI PEIPINV=323.12INV=322.3 1SFD S 1SFDEDGE OF PAVEMENTEDGE OF PAVEMENT N 10°55'39" W -EY-EDGE OF PAVEMENTSR 2320 PROCTOR ST 60' PUBLIC R/WINV=307.9 S1 S2 S3 W1 S1 S3 S2 S4 S4 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 50' L +50 40' 50' L +50 45' Y +10 1 2 3 4 7 5 6 8 40' 65' L+25 40' 65' L+30 40' L+15 EX.RW 41.1' L +55 EX.RW 55' L +36 40' 44.8' Y+25 EX.RW 55' L +41 EX. RW Y +44.17 03 02 01 0302010 0 0 2 0220 2 5 1520CR C R CRCRCRCR -Y- P T Sta. 2 5 + 46.71 -Y - PC St a. 15+44.96-Y- PC St a. 20+16.67-L- POT Sta. 24+98.46-Y- PC Sta. 20+14.10 -L- POT Sta. 16+65.85 = PI Sta 16+93.93 D L = 297.22' T = 148.97' R = 1,750.00' CURVE DATA (-Y-) PI Sta 22+81.90 D L = 530.05' T = 265.24' R = 5,400.00' -Y- POT Sta. 25+50.00 END CONSTRUCTIONDS = 40MPH DS = 40MPH e = NCe = 3% -Y- PT Sta. 18+42.1802010001010202 0302010 1 CR01803503020202020302EXIST0202BEGIN OVERLAY/WIDENING END GRADE/ -L- Sta. 19+05.00 EXIST037 00 01 02 BEGIN PROJECT 188673.08 -L- POT Sta. 12+75.00 END PROJECT 188673.08 -L- POT Sta. 21+70.00 00020215-Y- POT Sta. 14+02.17 BEGIN CONSTRUCTION 0102F F F F F F F F F F FF C FFFFFFFFFFFF FFCCCCCCCCCCCC CCC C C C C C C CCC C CCCCCCCCCCFCFFC( Not to Scale) PIPE OUTLET CHANNEL DETAIL 6 -L- STA. 14+57 LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 5 Tons of Class B Rip-Rap d= 1.25 Ft. Length= 10 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed d 3:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL WARIABLE WIDTH BASE DITCH FROM STA. 21+00 TO STA. 21+50 -L- RT Slope Fill DETAIL 7 B= Varies (Ft) Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= Class B Rip-Rap Ground Natural Geotextile ( Not to Scale) RIP RAP AT EMBANKMENT FROM -Y- STA. 23+15 TO STA. 23+29 RT FROM -Y- STA. 22+68 TO STA. 22+83 LT DETAIL 8 Grade Ditch 15" GEOTEXTILE Type of Liner= Class I Rip-Rap 10'min. 1.0'min. ( Not to Scale) PIPE INLET/OUTLET CHANNEL DETAIL 5 -Y- STA. 23+29 Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 4 to 8 Tons of Class 1 Rip-Rap d= TOB to 4 Ft. Length= 16 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed EST 7 SY FF EST 2 TONS CLASS B RIP RAP020102010202RETAINRETAIN18" RCP-IV02020202202203204Receiving Party accepts the Files on an "as is" basis with all faults.relied upon. Any use of these electronic Files will be at the Receiving Party's sole risk. govern. Only printed copies of such documents conveyed by Kimley-Horn may be the Files and the hardcopy of the Files prepared by Kimley-Horn, the hardcopy shall For any signed and sealed plans or final deliverables, if there are discrepancies between and subject to the terms of this notice.Party and only for its sole use. Receiving Party agrees that it shall be bound by the Files ("Receiving Party") are provided only for the convenience of Receiving The electronic files ("Files") furnished by Kimley-Horn to the intended receiver of CB18" RCP-IV 020202020203020302040204204BASIN CONCRETE CATCH MINIMUM DEPTHFCCCFCF C 4:13: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM -Y- STA. 17+25 TO STA. 19+75 RT FROM -L- STA. 16+97 TO STA. 18+25 RT DETAIL 3 GROUND NATURAL ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2: 1 D FROM -Y- STA. 21+75 TO STA. 23+25 RT FROM -Y- STA. 24+75 TO STA. 25+50 LT FROM -Y- STA. 21+50 TO STA. 22+75 LT FROM -Y- STA. 14+75 TO STA. 17+25 RT FROM -L- STA. 14+66 TO STA. 15+50 LT Min. D= 1 Ft. DETAIL 1 Ground Natural Flatter4:1 or Slope Fill Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 18+75 TO STA. 20+19 LT DETAIL 2 Min. D= 1 Ft. Ground Natural Slope Ditch Front REMOVE REMOVE REMOVE 24" RCP REMOVE 51 LF 18" RCP REMOVE 150 LF REMOVE ADJ. CB ADJ. CB ADJ. CB ADJ. CB RETAIN RETAIN RETAIN RETAIN RETAIN REMOVE 24" RCP-III 2GI 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III AND EXTEND COLLAR EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP 15" RCP-III ADJ. CB 18" RCP-III CB-F CB-F CB-F CB-F CB-F CB-F CB-G CB-FCB-G CB-F CB-E CB-G CB-G CB-F RETAIN HW HW RCP-III 24" 15" RCP-III 15" R C P-IIIREMOVE HW RCP- I I I15"BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN REMOVE SEE DETAIL 5 CLASS I RIP RIP STABILIZATION CHANNEL PIPE INLET SEE DETAIL 6 CLASS B RIP RAP STABILIZATION CHANNEL PIPE OUTLET SEE DETAIL 5 CLASS I RIP RAP STABILIZATION CHANNEL PIPE OUTLET 15" RCP-III ( Not to Scale) SPECIAL LATERAL 'V' DITCH 3:1D FROM -L- STA. 12+75 TO STA. 14+56 LT FROM -L- STA. 24+40 TO STA. 25+50 RT FROM -L- STA.. 18+25 TO STA. 21+00 RT Min. D= 1 Ft. DETAIL 4 Ground Natural Flatter4:1 or Slope Fill SEE DETAIL 8 17 SYGF CLASS I RIP RAP EST. 8 TONS EMBANKMENT RIP RAP AT 15" RCP-IIIADJ. CB BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN HW AND EXTEND COLLAR HW S S S S TS TS TS WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS PERMANENT SURFACE WATER IMPACTS SURFACE PERMANENT S S WATER IMPACTS PERMANENT SURFACE TS WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS TEMPORARY SURFACE S S S S S TS TS TS S S S TS S S S S INV.IN=321.4 SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 3 SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 3 SPECIAL BACK OF CURB DITCH SEE DETAIL 4 SPECIAL LATERAL 'V DITCH SEE DETAIL 2 SPECIAL CUT 'V DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH 30" RCP-III SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH 48" RCP-III RCP-III 15" RCP-III 15" RCP-III 24" RCP-III 15" SEE DETAIL 7 EST. 10 TONS CLASS B RIP RAP SPECIAL LATERAL VARIABLE WIDTH BASE DITCH SEE DETAIL 8 16 SYGF EST. 8 TONS CLASS I RIP RAP RIP RAP AT EMBANKMENT SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH 30" RCP-III 48" RCP-III 4188673.08 INSET "A" M A TCH LI N E "A "LICENSE NO. F-0165 FAX: 1.919.836.4099 TEL: 1.919.836.4040 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET WSP USA PLANS PREPARED BY: -L- -L- SHEPARD SCHOOL RD.OLD BUNN RD.NAD 83 / 2011 PIN 2706305569 DB 017157 PG 00999 BETTY M HALSTEAD, MARK ALLEN SHIPP, NOW OR FORMERLY PIN 2706306652 DB 016404 PG 00164 GEORGE, LATOYA CARTER NOW OR FORMERL PIN 2706304997 DB 011491 PG 00646 MANAGEMENT LLC GRANITE PROPERTIES & NOW OR FORMERLY-Y--Y-PROCTOR ST.TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIDEWALK M A TCH LIN E SEE IN SET ' A' I N TH IS SH EETLEGEND TO BE RELOCATED EXIST WELL TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIGN WARNING SIGN LOCATIONS SHEET SIGN-X FOR SPEED REFER TO SIGNING PLAN SHEPARD SCHOOL RD. SCALE 1"=50' SCALE 1"=50' SCALE 1"=50' SHEET 3 OF 4 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WATER IMPACTS PERMANENT SURFACE WATER IMPACTS PERMANENT SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS PERMANENT SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS TEMPORARY SURFACE TS T T FILL IN WETLAND DENOTES TEMPORARY WATER IMPACTS PERMANENT SURFACE WATER IMPACTS PERMANENT SURFACE Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In 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) S1 -Y- 23+30 LT Channel Stabilization < 0.01 < 0.01 16 36 S1 -Y- 22+70 LT Rip Rap at Embankment < 0.01 < 0.01 13 9 S1 -Y- 23+30 LT Stream loss in 48" Pipe < 0.01 7 S2 -Y- 23+30 RT Stream loss in 48" Pipe < 0.01 22 S2 -Y- 23+30 RT 48" Pipe Oulet Stabilization < 0.01 < 0.01 16 7 S3 -L- 14+42 LT Stream loss in 30" Pipe < 0.01 < 0.01 16 S3 -L- 14+42 LT Pipe Outlet Stabilization 10 7 S4 -L- 21+24 RT Fill Slope Over Ex. Ditch < 0.01 38 W1 -L- 14+42 RT Construction Easement 0.02 TOTALS*:0.02 < 0.01 < 0.01 138 59 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb SHEET 4 OF 4 Permanent Surface Water Impacts: 286 SF WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Wake County 188673-08.01 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 11/17/2021 Temporary Surface Water Impacts: 146 SF LOCATION PROJECT Ol d Bunn Rd.Old US HwyTippettRd. WAKE COUNTY D T V = = = = = = % % MPH ADT ADT % * DUAL INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION * TTST = FUNC CLASS = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99188673.08 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:188673.08See Sheet 1A For Index of Sheets -Y--Y1-PROJECT ENGINEER PROJECT DESIGN ENGINEER SR 2337 GUIDELINES * SUB-REGIONAL TIER SHEPARD SCHOOL ROAD OLD BUNN ROAD/PROCTOR STREET AND 0 0 0 PROFILE (HORIZONTAL) PLANS PROFILE (VERTICAL) 0 00 SHEPARD SCHOOL RD. SHEPARD SCHOOL RD. DEBNAM RD. TO PIPPIN RD. / TO US 264/64 -L-PROCTOR ST.OLD BUNN RD. HOLLY CHRISTENBURY, PE AND TRAFFIC CONTROL GRADING, DRAINAGE, SIGNALS, SIGNING BEGIN TIP PROJECT 188673.08 -L- Sta. 12+75.00 20152 5 END TIP PROJECT 188673.08 -L- Sta. 21+70.00101520 END CONSTRUCTION -Y- POT Sta. 25+50.00 BEGIN CONSTRUCTION -Y- POT Sta. 14+02.17 JUNE 21, 2022 JUNE 22, 2021 ZEBULON PUBLIC WORKS DIRECTOR CHRIS RAY 68252022 2040 9800 50 MAJOR COLLECTORPROJECT:TOWN OF ZEBULON SHEET 1 OF 4 BUFFER DRAWING BUFFER IMPACTS PERMIT 11-18-2021 ERIC MISAK Beaverdam LETTING DATE: RIGHT OF WAY DATE: PREPARED IN THE OFFICE OF: 2018 STANDARD SPECIFICATIONS TOWN CONTACT: FOR THE TOWN OF ZEBULON NAD 83 / 2011 VICINITY MAP 2342 23432376 2375 2374 1001 2455 2320 2406 2387 2380 2344 2456 2430 264 64 264 64 96 LICENSE NO. F-0165 FAX: 1.919.836.4099 TEL: 1.919.836.4040 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET WSP USA = 0.170 MI = 0.000 MI = 0.170 MI LENGTH ROADWAY PROJECT 188763.08 LENGTH STRUCTURE PROJECT 188763.08 TOTAL LENGTH PROJECT 188763.08 97 B1 B2 B3 B4 CTCC10528PLAT BM 2017 PG 730DB 4387 PG 42730' CP&L UTILITY EASEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT CONC. SIDEWALK CONC. SIDEWALK CONC. SIDEWALKCONC. SIDEWALKCONC. CURBSHRUBSSHRUBS SHRUBS N 00°45'02" E 194 .68'S 67°39'00" E452.78'S 73°56'19" E209.56'S 01°38'01" W 190 .73' N 10°55'39" W 191.41' N 07°41'01" E460.59'N 74°44'17" W730.66'N 00 °45'03" E 92 .85'N 14°40'19" E122.27'18" RCPSHEPHARD SCHOOL RD. 60' PUBLIC R/W 18" RCP 18" RCP18" RCP 24" RCP24" RCP18" RCPAPPROX. GIS LOCATION APPROX. GIS LOCATION EIPPKNAILECMSB1SBUS GRASSGRASSGRASS15" RCPINV=318.5WELL10528ECMEIPSR 2320 PROCTOR STSR 2320 OLD BUNN RD 60' PUBLIC R/W6 0.0 0' 6 0.0 0'60.00'SR 2406 SHEPHARD SCHOOL RD. 60' PUBLIC R/W SR 2320 PROCTOR ST 60' PUBLIC R/WSSEIP-EL--EL--EL--EY--EY-SSINV=307.9 INV=307.8 15" RCP 24" R C P PIN 2706213256 DB 001041 PG 00224 WAKEFIELD BAPTIST CHURCH NOW OR FORMERLY PIN 2706206369 DB 01530 PG 01375 M.KITAHATA MARI KITAHATA & LUTHER NOW OR FORMERLY PIN 2706217463 DB 011740 PG 02641 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706209765 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706300773 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY BOYS CLUB OF WAKE COUNTY DB 09122 PG 00692 PIN 27006206369 PIN 2706304997 DB 011491 PG 00646 MANAGEMENT LLC GRANITE PROPERTIES & NOW OR FORMERLY PIN 2706305464 DB 016500 PG 00278 EDWIN TROY, SHAWN BROWN NOW OR FORMERLY PIN 2706305569 DB 017157 PG 00999 BETTY M HALSTEAD, MARK ALLEN SHIPP, NOW OR FORMERLY POND WOODS GRASS WOODS WOODS WOODS WOODS CLUB OF ZEBULON BOYS AND GIRLS ISBK BY-105 S PIN 2706219033 DB 016886 PG 01682 DARRYL ROBERT HIGH NOW OR FORMERLY P A V E ME N T E D G E O F GRASS ELEV=314.22 NAIL ON TREE BM-1 BY-102 EIP GRASS WOODS 10' PUBLIC DRAINAGE EASEMENT BL-101CONC. SIDEWALKRIPRAPS 82°43'52" E80.50'S 23°49'29" E 143.32' S 30°28'24" W 131.18'OLD BUNN RD 60' PUBLIC R/W15" RCP EI PEIPINV=323.12INV=322.3 1SFD S 1SFD B1 B2 B4 B3 B5 INV.IN=321.4 4188673.08 INSET "A" M A TCH LI N E "A "LICENSE NO. F-0165 FAX: 1.919.836.4099 TEL: 1.919.836.4040 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET WSP USA PLANS PREPARED BY: -L- -L- SHEPARD SCHOOL RD.OLD BUNN RD.NAD 83 / 2011 -Y--Y-PROCTOR ST.TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIDEWALK M A TCH LIN E SEE IN SET ' A' I N TH IS SH EETLEGEND TO BE RELOCATED EXIST WELL TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIGN WARNING SIGN LOCATIONS SHEET SIGN-X FOR SPEED REFER TO SIGNING PLAN SHEPARD SCHOOL RD. SHEET 2 OF 4 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 40' 65' Y +50 40' 55' Y +60 40' 50' L+30 42.86' 50' L+55 40' 50' Y +10 40' 55' Y +20 55' 65' Y +00 50' L +50 40' 50' L +60 40' 50' L +40 50' Y +70 35' Y +40 40' 50' L +50 40' 50' Y +30 45' Y +10 1 2 3 4 7 5 6 8 60' Y+53.5 40' 65' L+25 40' 65' L+30 40' L+15 EX.RW 41.1' L +55 EX.RW 55' L +36 40' 44.8' Y+25 EX.RW 55' L +41 EX. RW Y +44.17 03 02 01 0302010 0 0 2 0220 2 5 1520CR C R CRCRCRCR -Y- P T Sta. 2 5 + 46.71 -Y - PC St a. 15+44.96-Y- PC St a. 20+16.67-L- POT Sta. 24+98.46-Y- PC Sta. 20+14.10 -L- POT Sta. 16+65.85 = PI Sta 16+93.93 D L = 297.22' T = 148.97' R = 1,750.00' CURVE DATA (-Y-) PI Sta 22+81.90 D L = 530.05' T = 265.24' R = 5,400.00' -Y- POT Sta. 25+50.00 END CONSTRUCTIONDS = 40MPH DS = 40MPH e = NCe = 3% -Y- PT Sta. 18+42.1802010001010202 0302010 1 CR01803503020202020302EXIST0202BEGIN OVERLAY/WIDENING END GRADE/ -L- Sta. 19+05.00 EXIST037 00 01 02 BEGIN PROJECT 188673.08 -L- POT Sta. 12+75.00 END PROJECT 188673.08 -L- POT Sta. 21+70.00 00020215-Y- POT Sta. 14+02.17 BEGIN CONSTRUCTION 0102F F F F F F F F F F FF C FFFFFFFFFFFF FFCCCCCCCCCCCC CCC C C C C C C CCC C CCCCCCCCCCFCFFCSEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 3 SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 3 SPECIAL BACK OF CURB DITCH SEE DETAIL 4 SPECIAL LATERAL 'V DITCH SEE DETAIL 2 SPECIAL CUT 'V DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH 30" RCP-III SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH 48" RCP-III ( Not to Scale) PIPE OUTLET CHANNEL DETAIL 6 -L- STA. 14+57 LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 5 Tons of Class B Rip-Rap d= 1.25 Ft. Length= 10 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI Ed RCP-III 15" RCP-III 15" RCP-III 24" RCP-III 15" SEE DETAIL 7 EST. 10 TONS CLASS B RIP RAP SPECIAL LATERAL VARIABLE WIDTH BASE DITCH d 3:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL WARIABLE WIDTH BASE DITCH FROM STA. 21+00 TO STA. 21+50 -L- RT Slope Fill DETAIL 7 B= Varies (Ft) Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= Class B Rip-Rap Ground Natural Geotextile SEE DETAIL 8 16 SYGF EST. 8 TONS CLASS I RIP RAP RIP RAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT FROM -Y- STA. 23+15 TO STA. 23+29 RT FROM -Y- STA. 22+68 TO STA. 22+83 LT DETAIL 8 Grade Ditch 15" GEOTEXTILE Type of Liner= Class I Rip-Rap 10'min. 1.0'min. ( Not to Scale) PIPE INLET/OUTLET CHANNEL DETAIL 5 -Y- STA. 23+29 Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 4 to 8 Tons of Class 1 Rip-Rap d= TOB to 4 Ft. Length= 16 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2: 1 TO TI EdSEE DETAIL 1 SPECIAL LATERAL 'V' DITCH EST 7 SY FF EST 2 TONS CLASS B RIP RAP020102010202RETAINRETAIN18" RCP-IV02020202202203204Receiving Party accepts the Files on an "as is" basis with all faults.relied upon. Any use of these electronic Files will be at the Receiving Party's sole risk. govern. Only printed copies of such documents conveyed by Kimley-Horn may be the Files and the hardcopy of the Files prepared by Kimley-Horn, the hardcopy shall For any signed and sealed plans or final deliverables, if there are discrepancies between and subject to the terms of this notice.Party and only for its sole use. Receiving Party agrees that it shall be bound by the Files ("Receiving Party") are provided only for the convenience of Receiving The electronic files ("Files") furnished by Kimley-Horn to the intended receiver of 02030204CB18" RCP-IV 020202020203020302040204204BASIN CONCRETE CATCH MINIMUM DEPTH 4:13: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM -Y- STA. 17+25 TO STA. 19+75 RT FROM -L- STA. 16+97 TO STA. 18+25 RT DETAIL 3 GROUND NATURAL ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2: 1 D FROM -Y- STA. 21+75 TO STA. 23+25 RT FROM -Y- STA. 24+75 TO STA. 25+50 LT FROM -Y- STA. 21+50 TO STA. 22+75 LT FROM -Y- STA. 14+75 TO STA. 17+25 RT FROM -L- STA. 14+66 TO STA. 15+50 LT Min. D= 1 Ft. DETAIL 1 Ground Natural Flatter4:1 or Slope Fill Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 18+75 TO STA. 20+19 LT DETAIL 2 Min. D= 1 Ft. Ground Natural Slope Ditch Front REMOVE REMOVE REMOVE 24" RCP REMOVE 51 LF 18" RCP REMOVE 150 LF REMOVE ADJ. CB ADJ. CB ADJ. CB ADJ. CB RETAIN RETAIN RETAIN RETAIN RETAIN REMOVE 24" RCP-III 2GI 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III AND EXTEND COLLAR EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP 15" RCP-III ADJ. CB 18" RCP-III CB-F CB-F CB-F CB-F CB-F CB-F CB-G CB-FCB-G CB-F CB-E CB-G CB-G CB-F RETAIN HW HW RCP-III 24" 15" RCP-III 15" R C P-IIIREMOVE HW RCP- I I I15"BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN REMOVE SEE DETAIL 5 CLASS I RIP RIP STABILIZATION CHANNEL PIPE INLET SEE DETAIL 6 CLASS B RIP RAP STABILIZATION CHANNEL PIPE OUTLET SEE DETAIL 5 CLASS I RIP RAP STABILIZATION CHANNEL PIPE OUTLET 15" RCP-III ( Not to Scale) SPECIAL LATERAL 'V' DITCH 3:1D FROM -L- STA. 12+75 TO STA. 14+56 LT FROM -L- STA. 24+40 TO STA. 25+50 RT FROM -L- STA.. 18+25 TO STA. 21+00 RT Min. D= 1 Ft. DETAIL 4 Ground Natural Flatter4:1 or Slope Fill SEE DETAIL 8 17 SYGF CLASS I RIP RAP EST. 8 TONS EMBANKMENT RIP RAP AT 15" RCP-IIIADJ. CB BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN 0424 0401 0423 0422 0402 0421 0403 0418 0419 0420 0413 0415 0416 0429 0404 0405 0407 0409 0411 0428 0425 0430 0431 0412 0410 0408 0406 0414 0417 0432 0433 0425 302303303 303303303303 303303303303303303 303303303303303303303303303304 304304304304 304304304 304304304304304304304304304304304304304304304304305 305 3 0 5 305 305 305305305305 305305305305305305305305305305305305305305305305305305305305305305305305306306306306 3 0 6 3 0 6 306 306306306306306306306306306306306306306306306306306306306306306307 3 0 7 307 307307307307307 307 307307307307307307307307307307307307307307307307307307307307307308 3083083083083083 0 8 308308308 3 0 8308 308308308308308308308308308308308308308308308308309309309309 309 3093093093 0 9309309309 3 0 9 3 0 9 3093093093093093093093093093093093093093093093 10 310310 310 310 310310310310310310310310310310310310 3103103103103103103103 1 0 310310310310310310310310 310310310310310310310310310310310310310310310310310310310310310310310310311311 3 11 311 311 311311311311311311311 311311311311 311311311311311311311311 311311311311311311311311311311311311312312312312312312312312312312312312 312 312312312312312312 312312312312313 313 313313313 313313 313313313313313 313 313313313313313313313313313313313313313313313313313313313313313313313314314314314314314 314314 314314314314314 314314314314314314314314314 314314 3 143143 1 43143143143 14 314314314314314 314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314 314314 3 1 4314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314314315 315315 315 315315315315 315 315315315315315315315315315315315315315 315315315315 315 315315 315 315315 315315315315315315315315315315315315315315315315315 315315315315315315315315315315315315315315315315315315315315315315315315315315315315315315315315316 316 3 1 6 316316316316 316316316316 316316316316316 316316316 316 316316316316316316316316316316316316316316316316316 316316316316316316316316 316316316316316316316316316316316316316317 317 3 1 7 317317317 317 317317 317 317317317317 317317317 317317317317317317317317317317 317317317317317317 317317317317317317317317 317317317317317317317317317317317317317317317317317317317317318 3 18 3 1 8 318 3 18 318 318318318318318318318 318318318318318318318318318 318318318318318318318318318318318318318318318318 318318318318318318318318318318318318318318318318318318318318319 3 19 319 319319319 319319 319 319319319 319319319319319319319319319319319319319319319319319319319319319319319319319320320 3 2 0 320 320 320 320 320 320320 3 2 0320 320320320 320320320320320320320320320320320320320320320320320320320320320320 3203203203203203203203203203203203203203203203213 2 13213 2 1 321 321 321321321 321321 321321321321321321321321321 321321321321321321321321321321321321321321321321321321321321322322322 322 322 3223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223223233 2 3323323323323 323 323323323323 323323323323323323323323323323323323323323323 3233233233233233233233233233233233233233233233233233233233233233233233233233233233233 2 4 3 2 4 324324324 324324324 324 324324 324324324324324324324324324324324324324324324324324324324324324324324324324324324324324 324324324324324324324324324324324324324324324324324324325 325 325 325 325 325 325 325 325 325325325325 325325325325325325325325325 325325325325325325325325325325 325325325 325325325325325325 3253253253253253253253253253253253253253253253253253253253253253253253253253253263 2 6 326 326 326326326326326326 3263263263263263263263263263263 2 6326326 3263263263263263263273 2 7 327327327 327327 3273283 28 328328328329329329329329329329329329329329329329330 303303303303303 303303303303303303303303303303303303304304304304304305305305305305305305305305306306306306306306306306306307307307307307308308308308308309 309309309309309309309309309310310 310310310310310310310310310310310310310311311311311311311311 311311311311311311311311312312312312312312 3123123123123123123133 1 3 313313313313313314CTCC10528PLAT BM 2017 PG 730DB 4387 PG 42730' CP&L UTILITY EASEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENTEDGE OF PAVEMENT EDGE OF PAVEMENTEDGE OF PAVEMENT CONC. SIDEWALK CONC. SIDEWALK CONC. SIDEWALKCONC. SIDEWALKCONC. CURBSHRUBSSHRUBS SHRUBS N 00 °45'02" E 194 .68'S 67°39'00" E452.78'S 73°56'19" E209.56'S 01°38'01" W 190 .73' N 10°55'39" W 191.41' N 07°41'01" E460.59'N 74°44'17" W730.66'N 00°45'03" E 92 .85'N 14°40'19" E122.27'18" RCPSHEPHARD SCHOOL RD. 60' PUBLIC R/W 18" RCP 18" RCP18" RCP 24" RCP24" RCP18" RCPAPPROX. GIS LOCATION APPROX. GIS LOCATION EIPPKNAILECMSB1SBUS GRASSGRASSGRASS15" RCPINV=318.5WELL10528ECMEIPSR 2320 PROCTOR STSR 2320 OLD BUNN RD 60' PUBLIC R/W6 0.0 0' 6 0.0 0'60.00'SR 2406 SHEPHARD SCHOOL RD. 60' PUBLIC R/W SR 2320 PROCTOR ST 60' PUBLIC R/WSSEIP-EL--EL--EL--EY--EY-SSINV=307.9 INV=307.8 15" RCP 24" R C P PIN 2706213256 DB 001041 PG 00224 WAKEFIELD BAPTIST CHURCH NOW OR FORMERLY PIN 2706206369 DB 01530 PG 01375 M.KITAHATA MARI KITAHATA & LUTHER NOW OR FORMERLY PIN 2706217463 DB 011740 PG 02641 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706209765 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY PIN 2706300773 DB 004333 PG 00438 TWIN AGRI SERVICES INC NOW OR FORMERLY BOYS CLUB OF WAKE COUNTY DB 09122 PG 00692 PIN 27006206369 PIN 2706304997 DB 011491 PG 00646 MANAGEMENT LLC GRANITE PROPERTIES & NOW OR FORMERLY PIN 2706305464 DB 016500 PG 00278 EDWIN TROY, SHAWN BROWN NOW OR FORMERLY PIN 2706305569 DB 017157 PG 00999 BETTY M HALSTEAD, MARK ALLEN SHIPP, NOW OR FORMERLY POND WOODS GRASS WOODS WOODS WOODS WOODS CLUB OF ZEBULON BOYS AND GIRLS ISBK BY-105 S PIN 2706219033 DB 016886 PG 01682 DARRYL ROBERT HIGH NOW OR FORMERLY P A V E ME N T E D G E O F GRASS ELEV=314.22 NAIL ON TREE BM-1 BY-102 EIP GRASS WOODS 10' PUBLIC DRAINAGE EASEMENT BL-101CONC. SIDEWALKRIPRAPS 82°43'52" E80.50'S 23°49'29" E 143.32' S 30°28'24" W 131.18'OLD BUNN RD 60' PUBLIC R/W15" RCP EI PEIPINV=323.12INV=322.3 1SFD S 1SFD B1 B2 B4 B3 B5 INV.IN=321.4 4188673.08 INSET "A" M A TCH LI N E "A "LICENSE NO. F-0165 FAX: 1.919.836.4099 TEL: 1.919.836.4040 RALEIGH, NC 27601 SUITE 1500 434 FAYETTEVILLE STREET WSP USA PLANS PREPARED BY: -L- -L- SHEPARD SCHOOL RD.OLD BUNN RD.NAD 83 / 2011 -Y--Y-PROCTOR ST.TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIDEWALK M A TCH LIN E SEE IN SET ' A' I N TH IS SH EETLEGEND TO BE RELOCATED EXIST WELL TO BE REMOVED EXIST SIDEWALK TO BE REMOVED EXIST SIGN WARNING SIGN LOCATIONS SHEET SIGN-X FOR SPEED REFER TO SIGNING PLAN SHEPARD SCHOOL RD. SHEET 3 OF 4 BUFFER DRAWING ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED REVISIONS HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 40' 65' Y +50 40' 55' Y +60 40' 50' L+30 42.86' 50' L+55 40' 50' Y +10 40' 55' Y +20 55' 65' Y +00 50' L +50 40' 50' L +60 40' 50' L +40 50' Y +70 35' Y +40 40' 50' L +50 40' 50' Y +30 45' Y +10 1 2 3 4 7 5 6 8 60' Y+53.5 40' 65' L+25 40' 65' L+30 40' L+15 EX.RW 41.1' L +55 EX.RW 55' L +36 40' 44.8' Y+25 EX.RW 55' L +41 EX. RW Y +44.17 03 02 01 03020 1 0 0 0 2 0 220 2 5 1520CR C R CRCRCRCR -Y- P T Sta. 25 + 46.71 -Y - PC St a. 15+44.96-Y- PC Sta. 20+16.67-L- POT Sta. 24+98.46-Y- PC Sta. 20+14.10 -L- POT Sta. 16+65.85 = PI Sta 16+93.93 D L = 297.22' T = 148.97' R = 1,750.00' CURVE DATA (-Y-) PI Sta 22+81.90 D L = 530.05' T = 265.24' R = 5,400.00' -Y- POT Sta. 25+50.00 END CONSTRUCTIONDS = 40MPH DS = 40MPH e = NCe = 3% -Y- PT Sta. 18+42.1802010001010202 03020101CR01803503020202020302EXIST0202BEGIN OVERLAY/WIDENING END GRADE/ -L- Sta. 19+05.00 EXIST037 00 01 02 BEGIN PROJECT 188673.08 -L- POT Sta. 12+75.00 END PROJECT 188673.08 -L- POT Sta. 21+70.00 00020215-Y- POT Sta. 14+02.17 BEGIN CONSTRUCTION 0102F F F F F F F F F F F F C FFFFFFFFFFFF FFCCCCCCCCCCCC CCC C C C C C C CCC C CCCCCCCCCCFCFFCSEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 3 SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 3 SPECIAL BACK OF CURB DITCH SEE DETAIL 4 SPECIAL LATERAL 'V DITCH SEE DETAIL 2 SPECIAL CUT 'V DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH SEE DETAIL 1 SPECIAL LATERAL 'V' DITCH 30" RCP-III SEE DETAIL 4 SPECIAL LATERAL 'V' DITCH 48" RCP-III ( Not to Scale) PIPE OUTLET CHANNEL DETAIL 6 -L- STA. 14+57 LT Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 5 Tons of Class B Rip-Rap d= 1.25 Ft. Length= 10 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2:1 TO TI Ed RCP-III 15" RCP-III 15" RCP-III 24" RCP-III 15" SEE DETAIL 7 EST. 10 TONS CLASS B RIP RAP SPECIAL LATERAL VARIABLE WIDTH BASE DITCH d 3:1B D ( Not to Scale) Flatter4:1 or SPECIAL LATERAL WARIABLE WIDTH BASE DITCH FROM STA. 21+00 TO STA. 21+50 -L- RT Slope Fill DETAIL 7 B= Varies (Ft) Max. d= 1 Ft. Min. D= 1 Ft. Type of Liner= Class B Rip-Rap Ground Natural Geotextile SEE DETAIL 8 16 SYGF EST. 8 TONS CLASS I RIP RAP RIP RAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT FROM -Y- STA. 23+15 TO STA. 23+29 RT FROM -Y- STA. 22+68 TO STA. 22+83 LT DETAIL 8 Grade Ditch 15" GEOTEXTILE Type of Liner= Class I Rip-Rap 10'min. 1.0'min. ( Not to Scale) PIPE INLET/OUTLET CHANNEL DETAIL 5 -Y- STA. 23+29 Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 4 to 8 Tons of Class 1 Rip-Rap d= TOB to 4 Ft. Length= 16 Ft.EXI STI NG BANKEXISTING BANKMIN. 2:1 TO TIEMI N. 2:1 TO TI EdSEE DETAIL 1 SPECIAL LATERAL 'V' DITCH EST 7 SY FF EST 2 TONS CLASS B RIP RAP020102010202RETAINRETAIN18" RCP-IV02020202202203204Receiving Party accepts the Files on an "as is" basis with all faults.relied upon. Any use of these electronic Files will be at the Receiving Party's sole risk. govern. Only printed copies of such documents conveyed by Kimley-Horn may be the Files and the hardcopy of the Files prepared by Kimley-Horn, the hardcopy shall For any signed and sealed plans or final deliverables, if there are discrepancies between and subject to the terms of this notice.Party and only for its sole use. Receiving Party agrees that it shall be bound by the Files ("Receiving Party") are provided only for the convenience of Receiving The electronic files ("Files") furnished by Kimley-Horn to the intended receiver of 02030204CB18" RCP-IV 020202020203020302040204204BASIN CONCRETE CATCH MINIMUM DEPTH 4:13: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM -Y- STA. 17+25 TO STA. 19+75 RT FROM -L- STA. 16+97 TO STA. 18+25 RT DETAIL 3 GROUND NATURAL ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2:1D FROM -Y- STA. 21+75 TO STA. 23+25 RT FROM -Y- STA. 24+75 TO STA. 25+50 LT FROM -Y- STA. 21+50 TO STA. 22+75 LT FROM -Y- STA. 14+75 TO STA. 17+25 RT FROM -L- STA. 14+66 TO STA. 15+50 LT Min. D= 1 Ft. DETAIL 1 Ground Natural Flatter4:1 or Slope Fill Flatter4:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 18+75 TO STA. 20+19 LT DETAIL 2 Min. D= 1 Ft. Ground Natural Slope Ditch Front REMOVE REMOVE REMOVE 24" RCP REMOVE 51 LF 18" RCP REMOVE 150 LF REMOVE ADJ. CB ADJ. CB ADJ. CB ADJ. CB RETAIN RETAIN RETAIN RETAIN RETAIN REMOVE 24" RCP-III 2GI 15" RCP-III 15" RCP-III 15" RCP-III 15" RCP-III AND EXTEND COLLAR EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP EST. 7 SYGF EST. 2 TONS CLASS 'B' RIPRAP 15" RCP-III ADJ. CB 18" RCP-III CB-F CB-F CB-F CB-F CB-F CB-F CB-G CB-FCB-G CB-F CB-E CB-G CB-G CB-F RETAIN HW HW R CP-III24" 15" RCP-III 15" R C P -IIIREMOVE HW RCP- I I I15"BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN REMOVE SEE DETAIL 5 CLASS I RIP RIP STABILIZATION CHANNEL PIPE INLET SEE DETAIL 6 CLASS B RIP RAP STABILIZATION CHANNEL PIPE OUTLET SEE DETAIL 5 CLASS I RIP RAP STABILIZATION CHANNEL PIPE OUTLET 15" RCP-III ( Not to Scale) SPECIAL LATERAL 'V' DITCH 3: 1 D FROM -L- STA. 12+75 TO STA. 14+56 LT FROM -L- STA. 24+40 TO STA. 25+50 RT FROM -L- STA.. 18+25 TO STA. 21+00 RT Min. D= 1 Ft. DETAIL 4 Ground Natural Flatter4:1 or Slope Fill SEE DETAIL 8 17 SYGF CLASS I RIP RAP EST. 8 TONS EMBANKMENT RIP RAP AT 15" RCP-IIIADJ. CB BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN BY ADJOINING PROJECT DRAINAGE PROPOSED RETAIN 0424 0401 0423 0422 0402 0421 0403 0418 0419 0420 0413 0415 0416 0429 0404 0405 0407 0409 0411 0428 0425 0430 0431 0412 0410 0408 0406 0414 0417 0432 0433 0425 Site Station Structure No.(From/To)Size / Type B1 -Y- Sta. 23+30 LT 48" Crosspipe & 'V' Ditch x 494 291 785 1594 700 2294 B2 -Y- Sta. 23+30 RT 48" Crosspipe & 'V' Ditch x 1962 1229 3191 B3 -L- Sta. 14+42 LT 30" Pipe Collar and Extend x 2045 1293 3339 B4 -L- Sta. 21+50 RT Lateral Variable Base Ditch x 613 982 1594 B5 -L- Sta. 21+50 LT Special Cut 'V' Ditch x 572 516 1088 5686 4311 9996 1594 700 2294 0 0 NOTES: Revised 2018 Feb SHEET 4 OF 4 11/17/2021 ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) TOTALS*: Wake County 188673-08.01 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS BUFFER REPLACEMENT IMPACTS RIPARIAN BUFFER IMPACTS SUMMARY ZONE 2 (ft2) TYPE ALLOWABLE MITIGABLE ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) May 12, 2021 To: Amanda Johnson, WSP, USA From: Rob Ridings, NC Division of Water Resources, Transportation Permitting Branch Subject: Town of Zebulon Project: Intersection of SR 2320 & Shepard School Road, Zebulon, Neuse Basin, Wake County. DWR Project #20210937 Determination for Applicability to the Neuse Buffer Rules (15A NCAC 2B.0233) Dear Ms Johnson: The NC Division of Water Resources reviewed your Buffer Determination Package for the above project. The drainage features are approximated on referenced package on topo and soils maps received by DWR on May 11, 2021. NCDWR has confirmed that the drainage features approximated as follows: Stream SA: SUBJECT to Neuse Buffer Rules Stream SB: SUBJECT to Neuse Buffer Rules Ditch DA: NOT subject to Neuse Buffer Rules No other stream or buffer sites were included in this request. Also, this letter only addresses applicability to the Neuse Buffer Rules at the sites specifically referenced and does not apply to reaches of the channels further downstream, or upstream, from the project area, or to any other drainage features in the vicinity. This letter only addresses the applicability to the Neuse buffer rules and does not approve any activity within the buffer, Waters of the United States, or Waters of the State. Any impacts to wetlands, streams and buffers must comply with the Neuse Buffer Rules, 404/401 regulations, water supply regulations (15A NCAC 2B .0216), and any other required federal, state and local regulations. Please be aware that even if no direct impacts are proposed to the protected buffers, sheet flow of all new stormwater runoff as per 15A NCAC 2B.0233 is required. The owner (or future owners) or permittee should notify NCDWR (and other relevant agencies) of this determination in any future correspondences concerning this property and/or project. This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by NCDWR or Delegated Local Authority that a surface water exists and that it is subject to the mitigation rules may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o Amy Chapman, NCDWR Transportation Permitting Branch, 1617 Mail Service Center, Raleigh, NC 27699 -1617. Individuals that dispute a determination by NCDWR or Delegated Local Authority that “exempts” a surface water from the mitigation rules may ask for an adjudicat ory hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within sixty (60) days of receipt of this notice and the date the affected party (including do wnstream and adjacent landowners) is notified of this decision. A petition is considered filed when it is received in the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm, except for official state holidays. The original and one (1) copy of the petition must be filed with the Office of Administrative Hearings. The petition may be faxed-provided the original and one copy of the document is received by the Office of Administrative Hearings within five (5) business days following the faxed transmission. The mailing address for the Office of Administrative Hearings is: Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 Telephone: (919) 431-3000, Facsimile: (919) 431-3100 A copy of the petition must also be served on DEQ as follows: Mr. Sam M. Hayes, General Counsel Department of Environmental Quality 1601 Mail Service Center This determination is final and binding unless you ask for a hearing within 60 days. If you have any additional questions or require additional information please c ontact Rob Ridings at rob.ridings@ncdenr.gov. (Version 2.08; Released April 2018) 17BP.13.R.155 TIP No.:SF-580267 County(ies):McDowell Page 1 of 2 TIP Number:Date: Phone:Phone: Email:Email: County(ies): CAMA County? No Design/Future:Year:2040 Existing:Year: Aquatic T&E Species?No Comments: Yes No No Wetlands within Project Limits? Trout Waters (Tr) None Supplemental Classification: Rural, Residential, Agricultural Catawba 11-(1.5) 0.4 .140 mi Project Description Proposed Project CatawbaRiver Basin(s): City/Town: 1.0 Typical Cross Section Description: Surrounding Land Use: General Project Narrative: (Description of Minimization of Water Quality Impacts) No mkcalloway@ncdot.gov Address: 7/20/2021 McDowellOld Fort Michael K. Calloway Asheville, NC 28803 WBS Element: Bridge ReplacementWBS Element: WSP USA / John F. Watson, PENCDOT Contact: (828)298-1128 Suite 1500 Raleigh, NC Contractor / Designer: 1(919)836-4040 434 Fayetteville St. North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Project Type: 20 Old 74 Address: General Project Information SF-58026717BP.13.R.155 Impairments: Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.) State project 17BP.13.R.155 involves the replacement of Bridge No. 580267 over Catawba River on Bat Cave Rd. (SR 1103). The existing bridge consists of 3 @ 40' reinforced concrete floor on steel I-beams, end bents: reinforce concrete caps, interior bents: H-piles encased with concrete jackets. It is to be replaced by 1 @ 40'-0", 1 @ 60'-0", and 1 @ 30'-0" 24" cored slab units with spill through abutements and 4'-0" abutement caps. To facilitate the construction of the proposed bridge, an onsite detour is proposed on the downstream side of SR 1103 (Bat Cave Rd.). The proposed bridge does not contain deck drains. All stormwater from the bridge deck will be collected with a storm drainage system at 14+87 RT. Stormwater from the beginning of the project will maintain the existing sheetflow drainage pattern onto the grass shoulders. Stormwater flowing from the end of the project will be collected with an existing grass lined ditch that ties into a proposed grass lined ditch from 18+80 to 19+99 LT. Drainage is then conveyed with a storm drainage system that also receives discharge into the proposed drop inlet from the proposed grass lined ditch from 17+90 to 18+50 LT. The storm drainage system outlets into the proposed Class 'B' riprap lined ditch from 16+25 to 17+45 LT. Prior to discharging into the Catawba River flow velocity is minimized by the Class 'B' riprap lined ditch and the Class 'II' riprap at embankment from 16+00 to 16+25 LT. All existing drainage patterns into Catawba River have been retained. SR 1103 (Bat Cave Rd.). This project also includes the relocation of a 12" sanitary sewer (SS) line and a 6" water line. The water line is to be installed by trenchless construction methods under the river resulting in zero impacts. The SS line will be an aerial crossing supported with two concrete piers. One pier falls within the jurisdictional limits of the Catawba River and will be accessed by temporary causeway. N/ABuffer Rules in Effect: None 8500 -L- includes 2 - 11' asphalt paved lanes with grass shoulders. The project area has 1 proposed ditch in the northeast quadrant with closed drainage sections that duplicate the existing drainage patterns. Also included in this project is a temporary on-stite detour on the downstream side of the proposed bridge location. -DET- includes 1 - 14' asphalt paved lane with 3' grass shoulder and side slopes. Waterbody Information 2016 NCDWR Stream Index No.: NRTR Stream ID: Annual Avg Daily Traffic (veh/hr/day): Existing Site Project Length (lin. miles or feet): ac. Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Body ac. -L- includes 2 - 11' asphalt paved lanes with grass shoulders. The project area has 1 existing ditch in the northeast quadrant that drains into the Catawba River. 9600 John.F.Watson@wsp.com Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative) (Version 2.08; Released April 2018) 188673.08 TIP No.:N/A County(ies):Wake Page 2 of 2 Sheet No. Station & Coordinates (Road and Non Road Projects) Surface Water Body Base Width (ft) Front Slope (H:1) Back Slope (H:1) Drainage Area (ac) Recommended Treatm't Length (ft) Actual Length (ft) Longitudinal Slope (%) Q2 (cfs) V2 (fps) Q10 (cfs) V10 (fps) Rock Checks Used BMP Associated w/ Buffer Rules? -Y- 17+25 RT -Y- 19+75 RT -L- 19+00 LT -L- 20+19 LT -L- 19+00 RT -L- 20+50 RT -Y- 21+50 LT -Y- 22+75 LT -L- 16+97 RT -L- 19+00 RT -L- 13+50 LT -L- 14+56 LT -L- 15+75 LT -L- 14+66 LT North Carolina Department of Transportation Highway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS Additional Comments No No Yes No Yes Yes (1)Unnamed Tributary of (1)Unnamed Tributary of (1)Unnamed Tributary of (1)Unnamed Tributary of (1)Unnamed Tributary of (1)Unnamed Tributary of Swales No1090.3 1.0 142.0 1.3 1.2 No2.11.3 128 0.5 2.88%4.7 2.7 7.1 0.30% 1.25% 1.01250.40.38% 4.4 0.0 4.0 3.04.00.0 4.11.55%0.5 2.73%4.4 2.30.0 4.0 2.0 4.0 3.0 2.8 280 0.0 3.0 250 8 4 2.7 1.9 0.140.0 4 4 0.1 WBS Element: 2.0 3.9 4 No119 250 No 1.22% 1.2 2.04(1)Unnamed Tributary of 134.0 106 20340.0 4.0 3.0 2.9 292 4.0 0.10.0 48 No 3.4 No 0.4 No 1.1 Yes 9.6 1.2 5.6 1.5 0.9 Appendix D: Supplementary Information 1.USACE Wetland Determination Forms 2.NC DWQ Stream Identification Forms 3.US Fish and Wildlife Service Information and Planning Consultation Official Species List 4.NC Natural Heritage Program Report 5.NC State Historic Preservation Office Response Letter Project/Site:Sampling Date: Applicant/Owner:State:Sampling Point: Investigator(s): Landform (hillside, terrace, etc.): Subregion (LRR or MLRA):Lat:Long: Soil Map Unit Name: X Are Vegetation , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. X No X No X X No X X X X X X X Yes X Yes X Yes X X Sediment Deposits (B2) Drift Deposits (B3) Remarks: Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: 0 0 Depth (inches): Depth (inches): Depth (inches): No Saturation Present? (includes capillary fringe) Surface Water Present? Field Observations: Yes NoAre climatic / hydrologic conditions on the site typical for this time of year?(If no, explain in Remarks.) significantly disturbed? naturally problematic? Are “Normal Circumstances” present? (If needed, explain any answers in Remarks.) Remarks: Is the Sampled AreaYes Yes Yes Hydric Soil Present? Hydrophytic Vegetation Present? Wetland Hydrology Present? Nowithin a Wetland?Yes City/County:Intersection Improvements at SR 2320 and Shepard School Road Zebulon/Wake WA 4/7/21 Town of Zebulon NC No Section, Township, Range: Little River TownshipA. Johnson & C. Baker, WSP USA 0-2concavefloodplain Datum: NAD 83-78.31513035.839743LRR P, MLRA 136 R4SBCNWI classification:HeB - Helena sandy loam, 2 to 6 percent slopes Slope (%):Local relief (concave, convex, none): Surface Water (A1) High Water Table (A2) Saturation (A3) Water Marks (B1) Wetland Hydrology Indicators: True Aquatic Plants (B14) Saturation Visible on Aerial Imagery (C9) Secondary Indicators (minimum of two required) HYDROLOGY Geomorphic Position (D2) Shallow Aquitard (D3) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Other (Explain in Remarks) Iron Deposits (B5) U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Eastern Mountains and Piedmont Region See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R OMB Control #: 0710-xxxx, Exp: Pending Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Microtopographic Relief (D4) FAC-Neutral Test (D5) Inundation Visible on Aerial Imagery (B7) Water-Stained Leaves (B9) Aquatic Fauna (B13) Algal Mat or Crust (B4) Wetland Hydrology Present? Stunted or Stressed Plants (D1) NoYes 0.25 No No Water Table Present? Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Sparsely Vegetated Concave Surface (B8) Drainage Patterns (B10) Moss Trim Lines (B16) Dry-Season Water Table (C2) Crayfish Burrows (C8) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) 7. 50% of total cover:20% of total cover:x 1 = Sapling/Shrub Stratum (Plot size:x 2 = 1.x 3 = 2.x 4 = 3.x 5 = 4.Column Totals:(B) 5. 6. 7. 8.X 9. 4 - Morphological Adaptations1 (Provide supporting 50% of total cover:20% of total cover: Herb Stratum (Plot size: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 50% of total cover:20% of total cover: Woody Vine Stratum (Plot size: 1. 2. 3. 4. 5. 50% of total cover:20% of total cover:Yes X 3 - Prevalence Index is ≤3.01 data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) No WA 1 1 FACU species UPL species Hydrophytic Vegetation Indicators: Total Number of Dominant Species Across All Strata: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: OBL species FACW species FAC species Sapling/Shrub – Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Absolute % Cover 100.0% Percent of Dominant Species That Are OBL, FACW, or FAC: Tree Stratum ) =Total Cover 10'x30') Indicator Status Dominant Species? Juncus effusus 70 10'x30' Definitions of Four Vegetation Strata: Woody Vine – All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? =Total Cover Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. 10'x30') 70 1435 Prevalence Index worksheet: Total % Cover of: (A) (B) (A) Multiply by: Prevalence Index = B/A = 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% VEGETATION (Four Strata)– Use scientific names of plants. Remarks: (Include photo numbers here or on a separate sheet.) Plot size adjsuted to fit the size of the wetland )10'x30 ' =Total Cover FACWYes =Total Cover ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 X Depth (inches):X Dark Surface (S7)unless disturbed or problematic.Red Parent Material (F21) (MLRA 127, 147, 148) No Hydric Soil Indicators: Polyvalue Below Surface (S8)(MLRA 147, 148) Thin Dark Surface (S9)(MLRA 147, 148) Loamy Gleyed Matrix (F2) Redox Dark Surface (F6) Redox Depressions (F8) Loamy Mucky Mineral (F1)(MLRA 136) Depleted Matrix (F3) Depleted Dark Surface (F7) 2 cm Muck (A10)(MLRA 147) Coast Prairie Redox (A16) Indicators for Problematic Hydric Soils3: (MLRA 147, 148) Piedmont Floodplain Soils (F19) (MLRA 136, 147) Very Shallow Dark Surface (F22) Red Parent Material (F21) (outside MLRA 127, 147, 148) 2 cm Muck (A10)(LRR N) Stripped Matrix (S6) Iron-Manganese Masses (F12)(LRR N,Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, Umbric Surface (F13)(MLRA 122, 136) Piedmont Floodplain Soils (F19)(MLRA 148) Sandy Gleyed Matrix (S4)MLRA 136) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Sandy Mucky Mineral (S1) Sandy Redox (S5) %Texture WASOIL Type1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Redox FeaturesDepth (inches)Color (moist)Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. % Matrix 10YR 4/20-18 Loc2 Loamy/Clayey100 Color (moist) Sampling Point: Yes Restrictive Layer (if observed): Remarks: Soil was extremely saturated and muddy Hydric Soil Present? Type: Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Project/Site:Sampling Date: Applicant/Owner:State:Sampling Point: Investigator(s): Landform (hillside, terrace, etc.): Subregion (LRR or MLRA):Lat:Long: Soil Map Unit Name: X Are Vegetation X , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. No X No X X No X Yes X Yes X Yes X X U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Eastern Mountains and Piedmont Region See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R OMB Control #: 0710-xxxx, Exp: Pending Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Microtopographic Relief (D4) FAC-Neutral Test (D5) Inundation Visible on Aerial Imagery (B7) Water-Stained Leaves (B9) Aquatic Fauna (B13) Algal Mat or Crust (B4) Wetland Hydrology Present? Stunted or Stressed Plants (D1) NoYes No No Water Table Present? Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Sparsely Vegetated Concave Surface (B8) Drainage Patterns (B10) Moss Trim Lines (B16) Dry-Season Water Table (C2) Crayfish Burrows (C8) Surface Water (A1) High Water Table (A2) Saturation (A3) Water Marks (B1) Wetland Hydrology Indicators: True Aquatic Plants (B14) Saturation Visible on Aerial Imagery (C9) Secondary Indicators (minimum of two required) Upland data form represents the adjacent roadside area that is periodically mowed. HYDROLOGY Geomorphic Position (D2) Shallow Aquitard (D3) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Other (Explain in Remarks) Iron Deposits (B5) City/County:Intersection Improvements at SR 2320 and Shepard School Road Zebulon/Wake UPA 4/7/21 Town of Zebulon NC No Section, Township, Range: Little River TownshipA. Johnson & C. Baker, WSP USA 2-4convexhillslope Datum: NAD 83-78.31509535.839761LRR P, MLRA 136 R4SBCNWI classification:HeB - Helena sandy loam, 2 to 6 percent slopes Slope (%):Local relief (concave, convex, none): Yes NoAre climatic / hydrologic conditions on the site typical for this time of year?(If no, explain in Remarks.) significantly disturbed? naturally problematic? Are “Normal Circumstances” present? (If needed, explain any answers in Remarks.) Remarks: Is the Sampled AreaYes Yes Yes Hydric Soil Present? Hydrophytic Vegetation Present? Wetland Hydrology Present? Nowithin a Wetland?Yes Sediment Deposits (B2) Drift Deposits (B3) Remarks: Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Depth (inches): Depth (inches): Depth (inches): No Saturation Present? (includes capillary fringe) Surface Water Present? Field Observations: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) 7. 50% of total cover:20% of total cover:x 1 = Sapling/Shrub Stratum (Plot size:x 2 = 1.x 3 = 2.x 4 = 3.x 5 = 4.Column Totals:(B) 5. 6. 7. 8. 9. 4 - Morphological Adaptations1 (Provide supporting 50% of total cover:20% of total cover: Herb Stratum (Plot size: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 50% of total cover:20% of total cover: Woody Vine Stratum (Plot size: 1. 2. 3. 4. 5. 50% of total cover:20% of total cover:Yes X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Plot size adjsuted to fit the roadside upland area )10'x30' =Total Cover FACU UPL Yes 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% VEGETATION (Four Strata)– Use scientific names of plants. 0 15 0 320 Multiply by: 0 4.25Prevalence Index = B/A = 0 Prevalence Index worksheet: Total % Cover of: 5 80 (A) (B) (A) FACUNo 2460 Valerianella radiata 10 5 10'x30' Definitions of Four Vegetation Strata: Woody Vine – All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? FAC =Total Cover Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. 10'x30') 120 Taraxacum officinale No Yes No 35Lamium purpureum 20Poa annua FACU Anthoxanthum odoratum 50 Tree Stratum ) =Total Cover 10'x30') Indicator Status Dominant Species? OBL species FACW species FAC species Sapling/Shrub – Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Absolute % Cover 0.0% Percent of Dominant Species That Are OBL, FACW, or FAC: 3 - Prevalence Index is ≤3.01 data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) No UPA 0 2 FACU species UPL species Hydrophytic Vegetation Indicators: 175 510 35 120 Total Number of Dominant Species Across All Strata: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Depth (inches):X Sampling Point: Yes Restrictive Layer (if observed): Remarks: Hydric Soil Present? Type: Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) Loc2 60 Loamy/Clayey Loamy/Clayey Loamy/Clayey 100 Color (moist) Matrix 10YR 4/4 10YR 3/4 10YR 3/44-10 0-4 UPASOIL 10-16 10YR 5/4 Type1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) 100 Redox FeaturesDepth (inches)Color (moist)Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. % Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Sandy Mucky Mineral (S1) Sandy Redox (S5) % 40 Texture Stripped Matrix (S6) Iron-Manganese Masses (F12)(LRR N,Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, Umbric Surface (F13)(MLRA 122, 136) Piedmont Floodplain Soils (F19)(MLRA 148) Sandy Gleyed Matrix (S4)MLRA 136) Dark Surface (S7)unless disturbed or problematic.Red Parent Material (F21) (MLRA 127, 147, 148) No Hydric Soil Indicators: Polyvalue Below Surface (S8)(MLRA 147, 148) Thin Dark Surface (S9)(MLRA 147, 148) Loamy Gleyed Matrix (F2) Redox Dark Surface (F6) Redox Depressions (F8) Loamy Mucky Mineral (F1)(MLRA 136) Depleted Matrix (F3) Depleted Dark Surface (F7) 2 cm Muck (A10)(MLRA 147) Coast Prairie Redox (A16) Indicators for Problematic Hydric Soils3: (MLRA 147, 148) Piedmont Floodplain Soils (F19) (MLRA 136, 147) Very Shallow Dark Surface (F22) Red Parent Material (F21) (outside MLRA 127, 147, 148) 2 cm Muck (A10)(LRR N) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Project/Site:Sampling Date: Applicant/Owner:State:Sampling Point: Investigator(s): Landform (hillside, terrace, etc.): Subregion (LRR or MLRA):Lat:Long: Soil Map Unit Name: X Are Vegetation , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. X No X No X X No X X X X Yes X Yes X Yes X X U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Eastern Mountains and Piedmont Region See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R OMB Control #: 0710-xxxx, Exp: Pending Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Microtopographic Relief (D4) FAC-Neutral Test (D5) Inundation Visible on Aerial Imagery (B7) Water-Stained Leaves (B9) Aquatic Fauna (B13) Algal Mat or Crust (B4) Wetland Hydrology Present? Stunted or Stressed Plants (D1) NoYes No No Water Table Present? Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Sparsely Vegetated Concave Surface (B8) Drainage Patterns (B10) Moss Trim Lines (B16) Dry-Season Water Table (C2) Crayfish Burrows (C8) Surface Water (A1) High Water Table (A2) Saturation (A3) Water Marks (B1) Wetland Hydrology Indicators: True Aquatic Plants (B14) Saturation Visible on Aerial Imagery (C9) Secondary Indicators (minimum of two required) HYDROLOGY Geomorphic Position (D2) Shallow Aquitard (D3) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Other (Explain in Remarks) Iron Deposits (B5) City/County:Intersection Improvements at SR 2320 and Shepard School Road Zebulon/Wake WB 4/7/21 Town of Zebulon NC No Section, Township, Range: Little River TownshipA. Johnson & C. Baker, WSP USA 2-5nonehillslope Datum: NAD 83-78.31509535.839761LRR P, MLRA 136 noneNWI classification:RgC - Rawlings-Rion complex, 6-10 percent slopes Slope (%):Local relief (concave, convex, none): Yes NoAre climatic / hydrologic conditions on the site typical for this time of year?(If no, explain in Remarks.) significantly disturbed? naturally problematic? Are “Normal Circumstances” present? (If needed, explain any answers in Remarks.) Remarks: Is the Sampled AreaYes Yes Yes Hydric Soil Present? Hydrophytic Vegetation Present? Wetland Hydrology Present? Nowithin a Wetland?Yes Sediment Deposits (B2) Drift Deposits (B3) Remarks: Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: 12 10 Depth (inches): Depth (inches): Depth (inches): No Saturation Present? (includes capillary fringe) Surface Water Present? Field Observations: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) 7. 50% of total cover:20% of total cover:x 1 = Sapling/Shrub Stratum (Plot size:x 2 = 1.x 3 = 2.x 4 = 3.x 5 = 4.Column Totals:(B) 5. 6. 7. 8.X 9. 4 - Morphological Adaptations1 (Provide supporting 50% of total cover:20% of total cover: Herb Stratum (Plot size: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 50% of total cover:20% of total cover: Woody Vine Stratum (Plot size: 1. 2. 3. 4. 5. 50% of total cover:20% of total cover:Yes X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) )30' radius =Total Cover FACU FACW Yes 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% VEGETATION (Four Strata)– Use scientific names of plants. 23 9 Yes Yes FAC FAC 2 No Multiply by: Prevalence Index = B/A = FACU FAC No No FAC FAC Prevalence Index worksheet: Total % Cover of: (A) (B) (A) No 5 717 13 30' radius Definitions of Four Vegetation Strata: Woody Vine – All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? =Total Cover Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. 30' radius ) 25 Pinus taeda Yes5 Liriodendron tulipifera 2 20 Acer rubrum Juncus effusus Lonicera japonica 20 34 Morella cerifera Liquidambar styraciflua Tree Stratum ) =Total Cover Liquidambar styraciflua Pinus taeda 30' radius ) 45 Indicator Status 35 10 Dominant Species? Yes 5 5 FAC OBL species FACW species FAC species Sapling/Shrub – Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Absolute % Cover 80.0% Percent of Dominant Species That Are OBL, FACW, or FAC: 3 - Prevalence Index is ≤3.01 data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) No WB 4 5 FACU species UPL species Hydrophytic Vegetation Indicators: Total Number of Dominant Species Across All Strata: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 X Depth (inches):X Sampling Point: Yes Restrictive Layer (if observed): Remarks: Gravel and sand was intermixed within the soil profile from 4 to 13 inches Hydric Soil Present? Type: Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) 10YR 5/8 Loc2 70 10YR 4/1 95 Loamy/Clayey Loamy/Clayey Loamy/Clayey 100 Color (moist) M Matrix 10YR 4/6 C2.5Y 7/3 10YR 3/2 9510YR 4/2 5 10YR 7/84-9 17-20 0-4 9-17 C5 WBSOIL M Type1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Redox FeaturesDepth (inches)Color (moist)Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. C 10YR 4/1 % Prominent redox concentrations Prominent redox concentrations Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Sandy Mucky Mineral (S1) Sandy Redox (S5) % M20 Texture Loamy/Clayey Prominent redox concentrations 10 Stripped Matrix (S6) Iron-Manganese Masses (F12)(LRR N,Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, Umbric Surface (F13)(MLRA 122, 136) Piedmont Floodplain Soils (F19)(MLRA 148) Sandy Gleyed Matrix (S4)MLRA 136) Dark Surface (S7)unless disturbed or problematic.Red Parent Material (F21) (MLRA 127, 147, 148) No Hydric Soil Indicators: Polyvalue Below Surface (S8)(MLRA 147, 148) Thin Dark Surface (S9)(MLRA 147, 148) Loamy Gleyed Matrix (F2) Redox Dark Surface (F6) Redox Depressions (F8) Loamy Mucky Mineral (F1)(MLRA 136) Depleted Matrix (F3) Depleted Dark Surface (F7) 2 cm Muck (A10)(MLRA 147) Coast Prairie Redox (A16) Indicators for Problematic Hydric Soils3: (MLRA 147, 148) Piedmont Floodplain Soils (F19) (MLRA 136, 147) Very Shallow Dark Surface (F22) Red Parent Material (F21) (outside MLRA 127, 147, 148) 2 cm Muck (A10)(LRR N) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Project/Site:Sampling Date: Applicant/Owner:State:Sampling Point: Investigator(s): Landform (hillside, terrace, etc.): Subregion (LRR or MLRA):Lat:Long: Soil Map Unit Name: X Are Vegetation , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. No X No X X No X Yes X Yes X Yes X X Sediment Deposits (B2) Drift Deposits (B3) Remarks: Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Depth (inches): Depth (inches): Depth (inches): No Saturation Present? (includes capillary fringe) Surface Water Present? Field Observations: Yes NoAre climatic / hydrologic conditions on the site typical for this time of year?(If no, explain in Remarks.) significantly disturbed? naturally problematic? Are “Normal Circumstances” present? (If needed, explain any answers in Remarks.) Remarks: Is the Sampled AreaYes Yes Yes Hydric Soil Present? Hydrophytic Vegetation Present? Wetland Hydrology Present? Nowithin a Wetland?Yes City/County:Intersection Improvements at SR 2320 and Shepard School Road Zebulon/Wake UPB 4/7/21 Town of Zebulon NC No Section, Township, Range: Little River TownshipA. Johnson & C. Baker, WSP USA 5-10nonehillslope Datum: NAD 83-78.31492035.840441LRR P, MLRA 136 noneNWI classification:RgC - Rawlings-Rion complex, 6-10 percent slopes Slope (%):Local relief (concave, convex, none): Surface Water (A1) High Water Table (A2) Saturation (A3) Water Marks (B1) Wetland Hydrology Indicators: True Aquatic Plants (B14) Saturation Visible on Aerial Imagery (C9) Secondary Indicators (minimum of two required) HYDROLOGY Geomorphic Position (D2) Shallow Aquitard (D3) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Other (Explain in Remarks) Iron Deposits (B5) U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Eastern Mountains and Piedmont Region See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R OMB Control #: 0710-xxxx, Exp: Pending Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Microtopographic Relief (D4) FAC-Neutral Test (D5) Inundation Visible on Aerial Imagery (B7) Water-Stained Leaves (B9) Aquatic Fauna (B13) Algal Mat or Crust (B4) Wetland Hydrology Present? Stunted or Stressed Plants (D1) NoYes No No Water Table Present? Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Sparsely Vegetated Concave Surface (B8) Drainage Patterns (B10) Moss Trim Lines (B16) Dry-Season Water Table (C2) Crayfish Burrows (C8) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) 7. 50% of total cover:20% of total cover:x 1 = Sapling/Shrub Stratum (Plot size:x 2 = 1.x 3 = 2.x 4 = 3.x 5 = 4.Column Totals:(B) 5. 6. 7. 8. 9. 4 - Morphological Adaptations1 (Provide supporting 50% of total cover:20% of total cover: Herb Stratum (Plot size: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 50% of total cover:20% of total cover: Woody Vine Stratum (Plot size: 1. 2. 3. 4. 5. 50% of total cover:20% of total cover:Yes X 3 - Prevalence Index is ≤3.01 data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) No UPB 1 3 FACU species UPL species Hydrophytic Vegetation Indicators: 0 485 0 125 Total Number of Dominant Species Across All Strata: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: FAC OBL species FACW species FAC species Sapling/Shrub – Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Absolute % Cover 33.3% Percent of Dominant Species That Are OBL, FACW, or FAC: 15 Liquidambar styraciflua Tree Stratum ) =Total Cover Juniperus virginiana 30' radius ) 10 Indicator Status 10 Dominant Species? Yes No10 15 Lonicera japonica Rosa multiflora 90 30' radius Definitions of Four Vegetation Strata: Woody Vine – All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? =Total Cover Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. 30' radius ) 100 20 38 50 Prevalence Index worksheet: Total % Cover of: 15 110 (A) (B) (A) 45 0 440 Multiply by: 0 3.88Prevalence Index = B/A = 0 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% VEGETATION (Four Strata)– Use scientific names of plants. 5 2 0 Yes FACU Remarks: (Include photo numbers here or on a separate sheet.) )30' radius =Total Cover FACU FACU Yes =Total Cover ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Depth (inches):X Dark Surface (S7)unless disturbed or problematic.Red Parent Material (F21) (MLRA 127, 147, 148) No Hydric Soil Indicators: Polyvalue Below Surface (S8)(MLRA 147, 148) Thin Dark Surface (S9)(MLRA 147, 148) Loamy Gleyed Matrix (F2) Redox Dark Surface (F6) Redox Depressions (F8) Loamy Mucky Mineral (F1)(MLRA 136) Depleted Matrix (F3) Depleted Dark Surface (F7) 2 cm Muck (A10)(MLRA 147) Coast Prairie Redox (A16) Indicators for Problematic Hydric Soils3: (MLRA 147, 148) Piedmont Floodplain Soils (F19) (MLRA 136, 147) Very Shallow Dark Surface (F22) Red Parent Material (F21) (outside MLRA 127, 147, 148) 2 cm Muck (A10)(LRR N) Stripped Matrix (S6) Iron-Manganese Masses (F12)(LRR N,Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, Umbric Surface (F13)(MLRA 122, 136) Piedmont Floodplain Soils (F19)(MLRA 148) Sandy Gleyed Matrix (S4)MLRA 136) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Sandy Mucky Mineral (S1) Sandy Redox (S5) %Texture UPBSOIL 12-18 10YR 5/3 Type1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) 100 Redox FeaturesDepth (inches)Color (moist)Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. % Matrix 10YR 6/3 10YR 3/2 5-12 0-5 Loc2 100 Loamy/Clayey Loamy/Clayey Loamy/Clayey 100 Color (moist) Sampling Point: Yes Restrictive Layer (if observed): Remarks: Hydric Soil Present? Type: Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Project/Site:Sampling Date: Applicant/Owner:State:Sampling Point: Investigator(s): Landform (hillside, terrace, etc.): Subregion (LRR or MLRA):Lat:Long: Soil Map Unit Name: X Are Vegetation X , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. X No X No X X No X X X Yes X Yes X Yes X X U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Eastern Mountains and Piedmont Region See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R OMB Control #: 0710-xxxx, Exp: Pending Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Microtopographic Relief (D4) FAC-Neutral Test (D5) Inundation Visible on Aerial Imagery (B7) Water-Stained Leaves (B9) Aquatic Fauna (B13) Algal Mat or Crust (B4) Wetland Hydrology Present? Stunted or Stressed Plants (D1) NoYes No No Water Table Present? Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Sparsely Vegetated Concave Surface (B8) Drainage Patterns (B10) Moss Trim Lines (B16) Dry-Season Water Table (C2) Crayfish Burrows (C8) Surface Water (A1) High Water Table (A2) Saturation (A3) Water Marks (B1) Wetland Hydrology Indicators: True Aquatic Plants (B14) Saturation Visible on Aerial Imagery (C9) Secondary Indicators (minimum of two required) Vegetation was mowed within 7 days of the delineation which left behind dead material and made it difficult to characterize vegetation. Equipment tracks in soft soil with standing water were observed within the wetland. HYDROLOGY Geomorphic Position (D2) Shallow Aquitard (D3) Hydrogen Sulfide Odor (C1) Oxidized Rhizospheres on Living Roots (C3) Presence of Reduced Iron (C4) Recent Iron Reduction in Tilled Soils (C6) Thin Muck Surface (C7) Other (Explain in Remarks) Iron Deposits (B5) City/County:Intersection Improvements at SR 2320 and Shepard School Road Zebulon/Wake WC 4/7/21 Town of Zebulon NC No Section, Township, Range: Little River TownshipA. Johnson & C. Baker, WSP USA 0-2concavedepression Datum: NAD 83-78.31448335.837889LRR P, MLRA 136 PUBHhNWI classification:HeB - Helena sandy loam, 2 to 6 percent slopes Slope (%):Local relief (concave, convex, none): Yes NoAre climatic / hydrologic conditions on the site typical for this time of year?(If no, explain in Remarks.) significantly disturbed? naturally problematic? Are “Normal Circumstances” present? (If needed, explain any answers in Remarks.) Remarks: Is the Sampled AreaYes Yes Yes Hydric Soil Present? Hydrophytic Vegetation Present? Wetland Hydrology Present? Nowithin a Wetland?Yes FAC-Neutral Test hydrology indicator was omitted due to inability to identify vegetation that typically grows within the area idenified as wetland WC because of recent mowing. Sediment Deposits (B2) Drift Deposits (B3) Remarks: Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Depth (inches): Depth (inches): Depth (inches): No Saturation Present? (includes capillary fringe) Surface Water Present? Field Observations: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) 7. 50% of total cover:20% of total cover:x 1 = Sapling/Shrub Stratum (Plot size:x 2 = 1.x 3 = 2.x 4 = 3.x 5 = 4.Column Totals:(B) 5. 6. 7. 8.X 9. 4 - Morphological Adaptations1 (Provide supporting 50% of total cover:20% of total cover: Herb Stratum (Plot size: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 50% of total cover:20% of total cover: Woody Vine Stratum (Plot size: 1. 2. 3. 4. 5. 50% of total cover:20% of total cover:Yes X =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Much of the area was covered in dead plant material. Some dead material that suggested plants such as Solidago sp. and Dichanthelium sp. (less wet species) may be growing in the area identified as wetland WC )30' radius =Total Cover FACWYes 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% VEGETATION (Four Strata)– Use scientific names of plants. Multiply by: Prevalence Index = B/A = Prevalence Index worksheet: Total % Cover of: (A) (B) (A) 25 30' radius Definitions of Four Vegetation Strata: Woody Vine – All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? =Total Cover Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall. 30' radius ) 10 Juncus effusus 10 Tree Stratum ) =Total Cover 30' radius ) Indicator Status Dominant Species? OBL species FACW species FAC species Sapling/Shrub – Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Absolute % Cover 100.0% Percent of Dominant Species That Are OBL, FACW, or FAC: 3 - Prevalence Index is ≤3.01 data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation1 (Explain) No WC 1 1 FACU species UPL species Hydrophytic Vegetation Indicators: Total Number of Dominant Species Across All Strata: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 X Depth (inches):X Sampling Point: Yes Restrictive Layer (if observed): Remarks: Hydric Soil Present? Type: Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) Loc2 M 80 Loamy/Clayey Loamy/Clayey Loamy/Clayey 95 C Color (moist) Matrix C10YR 5/1 10YR 4/1 10YR 5/8 10YR 5/89-15 0-9 WCSOIL 15-24 10YR 6/1 Type1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) 75 Redox FeaturesDepth (inches)Color (moist)Remarks 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. 10YR 5/6 % Prominent redox concentrations Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Sandy Mucky Mineral (S1) Sandy Redox (S5) % M20 Prominent redox concentrations Texture Prominent redox concentrations 5 PL/M C25 Stripped Matrix (S6) Iron-Manganese Masses (F12)(LRR N,Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, Umbric Surface (F13)(MLRA 122, 136) Piedmont Floodplain Soils (F19)(MLRA 148) Sandy Gleyed Matrix (S4)MLRA 136) Dark Surface (S7)unless disturbed or problematic.Red Parent Material (F21) (MLRA 127, 147, 148) No Hydric Soil Indicators: Polyvalue Below Surface (S8)(MLRA 147, 148) Thin Dark Surface (S9)(MLRA 147, 148) Loamy Gleyed Matrix (F2) Redox Dark Surface (F6) Redox Depressions (F8) Loamy Mucky Mineral (F1)(MLRA 136) Depleted Matrix (F3) Depleted Dark Surface (F7) 2 cm Muck (A10)(MLRA 147) Coast Prairie Redox (A16) Indicators for Problematic Hydric Soils3: (MLRA 147, 148) Piedmont Floodplain Soils (F19) (MLRA 136, 147) Very Shallow Dark Surface (F22) Red Parent Material (F21) (outside MLRA 127, 147, 148) 2 cm Muck (A10)(LRR N) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont – Version 2.0 NC DWQ Stream Identification Form Version 4.11 Date: Project/Site: Latitude: Evaluator: County: Longitude: Total Points: Stream is at least intermittent if ≥ 19 or perennial if ≥ 30* Stream Determination (circle one) Ephemeral Intermittent Perennial Other e.g. Quad Name: A. Geomorphology (Subtotal =_________)Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = 0 Yes = 3 a artificial ditches are not rated; see discussions in manual B. Hydrology (Subtotal = _________) 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil-based evidence of high water table?No = 0 Yes = 3 C. Biology (Subtotal = _________) 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance)0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: A crayfish, aquatic beetle, and many small clams were observed 27.5 4/7/21 A. Johnson and C. Baker, WSP USA Shepard School Rd Intersection Wake Zebulon Quadrangle 7.5-Minute Series SA 35.837993 -78.314776 9 10 8.5 NC DWQ Stream Identification Form Version 4.11 Date: Project/Site: Latitude: Evaluator: County: Longitude: Total Points: Stream is at least intermittent if ≥ 19 or perennial if ≥ 30* Stream Determination (circle one) Ephemeral Intermittent Perennial Other e.g. Quad Name: A. Geomorphology (Subtotal =_________)Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = 0 Yes = 3 a artificial ditches are not rated; see discussions in manual B. Hydrology (Subtotal = _________) 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil-based evidence of high water table?No = 0 Yes = 3 C. Biology (Subtotal = _________) 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance)0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: 10.5 13 9.5 A crayfish and several dragonfly nymphs and mosquito fish were observed 33.0 4/7/21 A. Johnson and C. Baker, WSP USA Shepard School Rd Intersection Wake Zebulon Quadrangle 7.5-Minute Series SB(1) 35.838636 -78.315597 NC DWQ Stream Identification Form Version 4.11 Date: Project/Site: Latitude: Evaluator: County: Longitude: Total Points: Stream is at least intermittent if ≥ 19 or perennial if ≥ 30* Stream Determination (circle one) Ephemeral Intermittent Perennial Other e.g. Quad Name: A. Geomorphology (Subtotal =_________)Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = 0 Yes = 3 a artificial ditches are not rated; see discussions in manual B. Hydrology (Subtotal = _________) 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil-based evidence of high water table?No = 0 Yes = 3 C. Biology (Subtotal = _________) 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance)0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: 9.5 11.5 7 Data form also represents segment SB(3); a crayfish was observed 28.0 4/7/21 A. Johnson and C. Baker, WSP USA Shepard School Rd Intersection Wake Zebulon Quadrangle 7.5-Minute Series SB(2) 35.839072 -78.315696 NC DWQ Stream Identification Form Version 4.11 Date: Project/Site: Latitude: Evaluator: County: Longitude: Total Points: Stream is at least intermittent if ≥ 19 or perennial if ≥ 30* Stream Determination (circle one) Ephemeral Intermittent Perennial Other e.g. Quad Name: A. Geomorphology (Subtotal =_________) Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = 0 Yes = 3 a artificial ditches are not rated; see discussions in manual B. Hydrology (Subtotal = _________) 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 C. Biology (Subtotal = _________) 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: 11 10 10.5 A few crayfish and several dragonfly nymphs, aquatic snails, tadpoles, and mosquito fish were observed 31.5 4/7/21 A. Johnson and C. Baker, WSP USA Shepard School Rd Intersection Wake Zebulon Quadrangle 7.5-Minute Series SB(4) 35.840031 -78.314831 September 02, 2021 United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Phone: (919) 856-4520 Fax: (919) 856-4556 In Reply Refer To: Consultation Code: 04EN2000-2021-SLI-2157 Event Code: 04EN2000-2021-E-04422 Project Name: Intersection Improvements at SR 2230 and Shepard School Road Subject:List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The species list generated pursuant to the information you provided identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. Section 7 of the Act requires that all federal agencies (or their designated non-federal representative), in consultation with the Service, insure that any action federally authorized, funded, or carried out by such agencies is not likely to jeopardize the continued existence of any federally-listed endangered or threatened species. A biological assessment or evaluation may be prepared to fulfill that requirement and in determining whether additional consultation with the Service is necessary. In addition to the federally-protected species list, information on the species' life histories and habitats and information on completing a biological assessment or 09/02/2021 Event Code: 04EN2000-2021-E-04422 2 evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the web site often for updated information or changes If your project contains suitable habitat for any of the federally-listed species known to be present within the county where your project occurs, the proposed action has the potential to adversely affect those species. As such, we recommend that surveys be conducted to determine the species' presence or absence within the project area. The use of North Carolina Natural Heritage program data should not be substituted for actual field surveys. If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely to adversely affect) a federally-protected species, you should notify this office with your determination, the results of your surveys, survey methodologies, and an analysis of the effects of the action on listed species, including consideration of direct, indirect, and cumulative effects, before conducting any activities that might affect the species. If you determine that the proposed action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally listed species, then you are not required to contact our office for concurrence (unless an Environmental Impact Statement is prepared). However, you should maintain a complete record of the assessment, including steps leading to your determination of effect, the qualified personnel conducting the assessment, habitat conditions, site photographs, and any other related articles. Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (http://www.fws.gov/windenergy/ eagle_guidance.html). Additionally, wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http:// www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/ towers/comtow.html. Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7 consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea turtles,when in the water, and certain marine mammals are under purview of the National Marine Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/ We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. If you have any questions or comments, please contact John Ellis of this office at john_ellis@fws.gov. 09/02/2021 Event Code: 04EN2000-2021-E-04422 3 ▪ Attachment(s): Official Species List 09/02/2021 Event Code: 04EN2000-2021-E-04422 1 Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh, NC 27636-3726 (919) 856-4520 09/02/2021 Event Code: 04EN2000-2021-E-04422 2 Project Summary Consultation Code:04EN2000-2021-SLI-2157 Event Code:Some(04EN2000-2021-E-04422) Project Name:Intersection Improvements at SR 2230 and Shepard School Road Project Type:TRANSPORTATION Project Description:The Town of Zebulon is seeking to improve vehicular and pedestrian safety by adding turn lanes, sidewalks, pedestrian and traffic signals. Drainage improvements to accommodate the sidewalks and additional lanes are also being proposed. There are three culvert extensions with riprap stabilization at the inlet/outlet and two small sections of bank stabilization along a stream bank that is located adjacent to the proposed roadway fill slope. Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@35.838930399999995,-78.31591730432245,14z Counties:Wake County, North Carolina 09/02/2021 Event Code: 04EN2000-2021-E-04422 3 1. Endangered Species Act Species There is a total of 7 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Birds NAME STATUS Red-cockaded Woodpecker Picoides borealis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/7614 Endangered Amphibians NAME STATUS Neuse River Waterdog Necturus lewisi There is final critical habitat for this species. The location of the critical habitat is not available. Species profile: https://ecos.fws.gov/ecp/species/6772 Threatened Fishes NAME STATUS Carolina Madtom Noturus furiosus There is final critical habitat for this species. The location of the critical habitat is not available. Species profile: https://ecos.fws.gov/ecp/species/528 Endangered 1 09/02/2021 Event Code: 04EN2000-2021-E-04422 4 Clams NAME STATUS Atlantic Pigtoe Fusconaia masoni There is proposed critical habitat for this species. The location of the critical habitat is not available. Species profile: https://ecos.fws.gov/ecp/species/5164 Proposed Threatened Dwarf Wedgemussel Alasmidonta heterodon No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/784 Endangered Insects NAME STATUS Monarch Butterfly Danaus plexippus No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9743 Candidate Flowering Plants NAME STATUS Michaux's Sumac Rhus michauxii No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/5217 Endangered Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. NCNHDE-16245 November 4, 2021 Adam Karagosian WSP USA 1001 Morehead Square Drive Charlotte, NC 28203 RE: Intersection Improvements at SR 2320 and Shepard School Road Dear Adam Karagosian: The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources for the project referenced above. Based on the project area mapped with your request, a query of the NCNHP database indicates that there are no records for rare species, important natural communities, natural areas, and/or conservation/managed areas within the proposed project boundary. Please note that although there may be no documentation of natural heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists. In the event that rare species are found within the project area, please contact the NCNHP so that we may update our records. The attached ‘Potential Occurrences’ table summarizes rare species and natural communities that have been documented within a one-mile radius of the property boundary. The proximity of these records suggests that these natural heritage elements may potentially be present in the project area if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile radius of the project area, if any, are also included in this report. If a Federally-listed species is found within the project area or is indicated within a one-mile radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here: https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37. Please note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may not be redistributed without permission. The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally- listed species are documented near the project area. If you have questions regarding the information provided in this letter or need additional assistance, please contact Rodney A. Butler at rodney.butler@ncdcr.gov or 919-707-8603. Sincerely, NC Natural Heritage Program Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area Intersection Improvements at SR 2320 and Shepard School Road November 4, 2021 NCNHDE-16245 Element Occurrences Documented Within a One-mile Radius of the Project Area Taxonomic Group EO ID Scientific Name Common Name Last Observation Date Element Occurrence Rank Accuracy Federal Status State Status Global Rank State Rank Dragonfly or Damselfly 32043 Coryphaeschna ingens Regal Darner 2004-Pre H?5-Very Low ---Significantly Rare G5 S2? No Natural Areas are Documented Within a One-mile Radius of the Project Area Managed Areas Documented Within a One-mile Radius of the Project Area Managed Area Name Owner Owner Type Town of Zebulon Open Space - Whitley Park Town of Zebulon Local Government Town of Zebulon Open Space - Gill Street Park Town of Zebulon Local Government Town of Zebulon Open Space Town of Zebulon Local Government Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on November 4, 2021; source: NCNHP, Q3 October 2021. Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database. Page 2 of 3 Powered by TCPDF (www.tcpdf.org) Page 3 of 3 North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona M. Bartos, Administrator Governor Roy Cooper Office of Archives and History Secretary D. Reid Wilson Deputy Secretary, Darin J. Waters, Ph.D. Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: (919) 814-6570/814-6898 October 12, 2021 Amanda Johnson Amanda.Johnson@wsp.com WSP USA 434 Fayetteville Street, Suite 1500 Raleigh, NC 27601 Re: Intersection improvements at SR 2320 and Shepard School Road, Zebulon, Wake County, ER 21-2226 Dear Ms. Johnson: Thank you for your letter of September 7, 2021, regarding the above-referenced undertaking. We have reviewed the submission and offer the following comments. We have conducted a review of the project and are aware of no historic resources which would be affected by the project. Therefore, we have no comment on the project as proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact Renee Gledhill-Earley, environmental review coordinator, at 919-814-6579 or environmental.review@ncdcr.gov. In all future communication concerning this project, please cite the above referenced tracking number. Sincerely, Ramona Bartos, Deputy State Historic Preservation Officer