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HomeMy WebLinkAbout20240513 Ver 1_ProperityChurchRoadPCNCoverLetter_20240404PREPARED FOR: U.S. Army Corps of Engineers, Charlotte Regulatory Field Office 8430 University Executive Park Drive, Suite 61 S Charlotte, NC 28262 SWE, Inc. 2016 Ayrsley Town Blvd. Suite 2A Charlotte, NC 28273 March 22, 2024 n- March 22, 2024 U.S. Army Corps of Engineers Charlotte Regulatory Field Office 8430 University Executive Park Drive, Suite 615 Charlotte, North Carolina 28262 Attention: Sam Dailey North Carolina Department of Environmental Quality Division of Water Resources 1617 Mail Service Center Raliegh, North Carolina 27699 Attention: Beth Plummer Reference: Pre -Construction Notification/Nationwide Permit 14 and General Water Quality Certification 4508 Prosperity Church Road Improvements Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C Dear Ms. Dailey and Ms. Plummer: On behalf of the City of Charlotte and the Charlotte Department of Transportation (CDOT), S&ME, Inc. (S&ME) is pleased to submit this application for Department of the Army verification of impacts to Waters of the U.S. in accordance with Nationwide Permit (NWP) No. 14 and a request for Individual 401 North Carolina Water Quality Certification (WQC) as the project exceeds the thresholds for General Certification (GC) 4246. CSWS will be considered the applicant, and Kristen O'Reilly of the City of Charlotte will act as the signatory on the electronic Pre -Construction Notification (PCN) for this project. In addition to the brief project summary provided herein, please find the following enclosed: Project Figures Appendix I: 100% Design Plans Appendix II: Jurisdictional Determination Package / Site Photographs Appendix III: Protected Species Documentation Appendix IV: Cultural Resources Documentation S&ME, Inc. 12016 Ayrsley Town Blvd. Ste. 2-A I Charlotte, INC 28273 Pre -Construction Notification/Nationwide Permit 14 Prosperity Church Road Improvements I Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C If you need additional information or have questions, please contact Dave Homans at 704-900-9394 or dhomans@smeinc.com. Sincerely, S&ME, Inc. �r f D. David Homans Project Scientist dhomans@smeinc.com Senior Review by Sarah Rowe, PWS Layla Tallent Natural Resources Staff Scientist dhomans@smeinc.com March 22, 2024 Pre -Construction Notification/Nationwide Permit 14 Propserity Church Road Improvements s Charlotte, Mecklenburg County, North Carolina III S&ME Project No. 22350081C E Table of Contents 1.0 Project Information and Description............................................................................1 2.0 Purpose and Need.............................................................................................................1 3.0 Existing Jurisdictional Waters on Site..........................................................................1 4.0 Proposed Impacts to Jurisdictional Waters..................................................................1 5.0 Avoidance and Minimization / Mitigation..................................................................2 6.0 Protected Species and Historical and Cultural Resources........................................2 7.0 Additional Regulatory Considerations........................................................................3 Figures Appendices Appendix I —100% Design Plans Appendix II —Jurisdictional Determination Package, Including Site Photographs Appendix III — Protected Species Documentation Appendix IV — Cultural Resources Documentation March 22, 2024 Pre -Construction Notification/Nationwide Permit 14 Propserity Church Road Improvements s Charlotte, Mecklenburg County, North Carolina III S&ME Project No. 22350081C E 1.0 Project Information and Description The proposed project involves the installation of sidewalks along Prosperity Church Road between Cooper Glen Drive and Benfield Road, as well as the conversion of the intersection of Prosperity Church Road and Prosperity Ridge Road. Additionally, modifications to the adjacent sanitary and storm sewer infrastructure are proposed. Additional information regarding this project is contained in the body of the electronic Pre -construction Notification (PCN) application. Refer to Figure 1 (Vicinity Map), Figure 2 (U.S. Geologic Survey (USGS) Topographic Map), Figure 3 (Aerial Photograph / Potential Waters of the U.S. Map) and Figure 4 (Proposed Project Impacts) as well as Appendix 1 (100% Design Plans) and Appendix II (Jurisdictional Determination Package / Site Photographs) for additional site and project design information. Though impacts associated with this project are within the typical 0.10-acre (ac.) threshold, PCN submittal for this project is required under NWP 14 as the project involves the discharge of dredge or fill material into a wetland / special aquatic site. Similarly, submittal of an Individual Water Quality Certification (WQC) is required as permanent fill is proposed in a wetland, which is not covered by General Condition (GC) 4246. 2.0 Purpose and Need The purpose of this project is to alleviate traffic through the installation of the roundabout and connect existing sections of sidewalk. Permanent impacts and modifications to the adjacent sanitary and storm water infrastructure are required to complete this project. The subject property is located within a densely populated and rapidly growing community. Repairs to Prosperity Church Road and installation of a roundabout are necessary to improve traffic flow within the community. The installation of a sidewalk is necessary to ensure pedestrian safety. 3.0 Existing Jurisdictional Waters on Site The project site was delineated by David Homans of S&ME in November 2023. A request for jurisdictional determination (JD) and site photographs are included in Appendix II of this PCN. The following Jurisdictional Waters were identified on site: Wetland WA: This wetland was located within the Prosperity Church Road right of way (ROW) and is likely the result of a persistent water -main leak, which has saturated downslope soils before flowing into a stormwater inlet pipe. This wetland is in the Rocky Basin (Hydrologic Unit Code (HUC) 03040105) and is approximately 0.058 ac. in size with 0.048 ac. of wetland within the subject property. A JD request, including stream assessment forms and site photographs, is included in Appendix II of this PCN. 4.0 Proposed Impacts to Jurisdictional Waters The proposed project will require impacts to Wetland WA. Project impacts are shown on Figure 4 and in the attached 100% Design Drawings in Appendix I. Impact W1 includes approximately 0.048 ac. of permanent March 22, 2024 Pre -Construction Notification/Nationwide Permit 14 Propserity Church Road Improvements s Charlotte, Mecklenburg County, North Carolina I I S&ME Project No. 22350081C impacts to Wetland WA. This impact involves permanent fill of Wetland WA due to grading and installation of a new sidewalk. Impact W1 is the only impact proposed for this project. The remaining portions of WA outside of the proposed project area will be allowed to drain unimpeded into a newly constructed stormwater inlet. 5.0 Avoidance and Minimization / Mitigation The project was designed to reduce flood and erosion risk while minimizing the disturbance to adjacent areas. During construction, appropriate sediment and erosion control practices equaling those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" will be used to minimize impacts to off -site waters. All disturbed areas will be seeded and mulched to permanently stabilize exposed slopes. Areas where runoff concentrates or areas where vegetation is hard to establish will be covered with a matting consisting of 70% straw and 30% coconut. A proposed headwall will be constructed at the proposed culvert inlet within the wetland to stabilize the area, protect the proposed sidewalk, and allow surface water flow from areas in the wetland that will not be directly graded. The proposed project results in significantly less than 0.10 acre of permanent loss of wetland, the threshold of impact typically requiring mitigation. As such, no additional compensatory mitigation should be required for this project. 6.0 Protected Species and Historical and Cultural Resources To comply with applicable sections of the Endangered Species Act of 1973 (16 USC 1531-1543), S&ME performed a North Carolina Natural Heritage Program (NCNHP) Database review to identify species, important natural communities, natural areas, and/or conservation/managed areas within the proposed project within a one -mile radius of the project boundary. Additionally, the U.S. Fish and Wildlife Service (USFWS) Information for Planning and Consultation (IPaC) online service was used to generate a list of federally protected threatened or endangered species which may be present in the project area. The NCNHP review indicated that no extant populations of federally protected species were present within a one - mile radius of the project. The USFWS IPaC review identified the following species with current federal protections that may be in the project a rea: Michaux's sumac — Rhus michauxii (Endangered) Smooth coneflower— Echinacea laevigata (Endangered) Schweinitz's sunflower - Helianthus schweinitzii (Endangered) Typical habitat for the three plant species listed above includes open areas such as infrequently maintained roadsides, utility ROW, and open wooded areas maintained by fire. The habitat present within the project work area was limited to roadsides maintained as turfgrass lawns and wooded fringe areas dominated by invasive vegetation. As appropriate habitat for the listed species is not present within the proposed project area, the project was determined to have no effect on these species. March 22, 2024 Pre -Construction Notification/Nationwide Permit 14 Propserity Church Road Improvements s Charlotte, Mecklenburg County, North Carolina I I S&ME Project No. 22350081C A protected species assessment was presented to Byron Hampstead of the USFWS for comment on March 19, 2024 (See Appendix III). A response from USFWS has not yet been provided. In order to determine consistency with the Section 106 of the National Historic Preservation Act, a one -mile radius around the project site was reviewed for known historic properties using the NC State Historic Preservation Office (NC SHPO) HPOWEB online mapping tool (See Appendix IV). No properties or districts that were listed in or determined eligible for the National Register of Historic Places (NRHP) were identified within this radius. Additionally, as the project area occurs largely within the existing Department of Transportation (DOT) ROW, construction is unlikely to encounter unidentified archeological resources. 7.0 Additional Regulatory Considerations As shown on Figure 2, the proposed project work areas are located outside of Federal Emergency Management Agency (FEMA) regulated floodplains and will not result in impacts to these regulated floodplain areas. None of the proposed impacts associated with the project occur in special designated waters or unique wetlands, or waters protected by state buffer regulations. March 22, 2024 Project Figures: Figure 1 —Vicinity Map Figure 2 — USGS Topographic Map Figure 3 —Aerial Photograph / Potential Waters of the U.S. Map Figures 4 — Proposed Project Impacts -1,-.- { � ' PIC- R �. 4i i •:IY' I ¢ l w �h I`n Y" ma.p J AA[[1dms'$. 's `f'p �• �• YA _ y .. f 7``{+ •:iNnon dc� II �a . z��� •,� :-{ ! pL ��al i gas � .5 ��� Q :,��: .� � (C��`s `'�-•-� �.-� _ 1 �Fsl�+°��t'L�>rn�s ti',: �ca w, i - � 1 1 1 � _ ', 11 rz yr4£1MIS01 - } w J or x4kr -t�- - 3 a— .: _ . - 0 Q LU "Ix $, ' - � y��4 r a�,• u LU a p ~ `' R 4: CIS - _r 4 Q kK, is+Bj- L _ Zeta. Li _ O _ +®L ate, •• Z _ . IMPACT W1 -..YEW_ _. ����, s s�+�l�' 0.048 Ac. of Permanent Impact to Wetland WA _- ._ _ Q s,o;`inw a '"�'�'�--_—= = — Due to grading and installation of new sidewalk --- U w Qb-fix"- u �Le+ — - i f ��7_. I an c4="---��_cx•cc�sd� aL ��±!}°ate — f 1 �A,'a r,,dyyj dFalS 'dliS 94 4L1 dpLld O � u:fd R .. 3 _ hyyLalFGIB z Fd BRi }i 0-w -- 'fil k a S rqu171 a ----- ..: ".'!f' `" -� .�._ - :�. _ _ `., a- HIy:M�rl�K.� .r •} i..'arb'a .6' t- 4i- 6 ILI— U ,�. 3 - ;d+us -riN O cwc 3l, a.,. ] Al. Adw. Gale .l b. - I '• , VMI g,'" 3 U G j ypl.r44"t34 NIi8913 -,< ,kd 4L µ414h - 1 - 1 ! .. 3!� 1 r" ;'4M11 kp31.Y16 ;Z O ...7 y 1 O f .1 +sv 9a : �n .. L `! w AMYdrJ 1J65J1'o7 �. LIS�'.�.+f-41�.'. .'.-•a /"f'1�1` Y Bf d I�w O eH5 g9K'3 J r- Ya ig_i�� 9 'J�QI_ LNIIJ-'V}� 7=i i .3�f1 3[IS ti4 F8i5L 9tL '�• Boa G n a %Y rez ad wiz. as -aMlLd 9fi"ilLY+N 3'%IB datla 3dri d4,S ;1d £ N - ?J C •b{+aL -}�- itiL'r9.4 ps dWLd hIy4P a-Hr44Ma7 ^.3es 'a'3 O yuf 8p5 C,yy4 sfarJt^J Q lain *►`44 P6� �+e> yLWs�jquiv�4adr eoW1 r L rP}:1 . 800` ;-1W{ SCALE: � DATE: 3-22-24 ". PROJECT NUMBER lipi .R ; —• T'� 22350040A TA14 .. �, LEGEND REFERENCE: 100% DESIGN PLANS —L FIGURE NO. =j PROJECT LIMITS DESIGN PLANS OBTAINED FROM THE CITY OF CHARLOTTE. GIS BASE LAYERS WERE I OBTAINED FROM MECKLENBURG COUNTY. THIS MAP IS FOR INFORMATIONAL 0 40 80 �� ® POTENTIAL JURISDICTIONAL WETLAND PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY (FEET) +a, ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. . • Ii6Y. PERMAN ENT W ETLAN D I M PACTS Appendix I -100% Design Plans INDEX OF SHEETS CoverSheet.............................................................................. 1 GeneralNotes and Details ...................................................... 2 CurbRamp Details................................................................. 2A-2D Curb and Median Staking ..................................................... 2E-2G TypicalSections....................................................................... 3-3A StormDrainage Summary ...................................................... 3B Lineand Curve Table............................................................. 3C Plan& Profile......................................................................... 4-8 CurbElevation Plan............................................................... 9 StormCross Pipe Profiles...................................................... 10-11 DemoPlan............................................................................... DI-D3 TrafficControl....................................................................... TCP1-TCP3 Pavement Marking & Signing Plan ...................................... PM1-PM4 ErosionControl...................................................................... EC1-EC6 BMP Plans & Details............................................................. CIA-C3.2 Water Distribution Plan.........................................................UC1 Utility By Others Plans......................................................... UBO1-UB03 CrossSections........................................................................ XI-X15 TOTAL SHEETS 64 Z D SHEET 4 D VICINITY MAP �t•zml :1.= Begin Project Sta. 10+00.00 -Ll- Know what°s below. Call before you dig. SURVEY PREPARED BY: CITY OF CHARLOTTE SURVEY-MAPPING-GIS FROM THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON STATE PLANE COORDINATES ESTABLISHED BY: NCGS MONUMENT OR CONTROL POINT WITH NAD 83(2011) STATE PLANE COORDINATES OF NORTHING:1469973.7730 EASTING: 592887.6310 ELEVATION NAVD: THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.999841662 VERTICAL DATUM: NAVD 88 ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES. DATE RANGE OF SURVEY:02/09/2020 TO 02/16/2020 PLANS PREPARED BY: 600 East Fourth Street BI NCs Charlotte, North Carolina 28202 9 Phone: (704) 336-2291 FOR CHARLOTTE Fax: (704) 336-6586 CITY OF CHARLOTTE GENERAL SERVICES PLANNING & DESIGN GROUP CHARLOTTESM GENERAL SERVICES Construction Plans of Proposed Prosperity Church (Old Ridge Rd to Benfield Rd) Improvements Construction 13+40.00 -Yl- Project No. PMES191596 Project Features: Asphalt Pavement Milling Concrete Curb and Gutter Concrete Sidewalk Concrete Curb Ramps Storm Drainage Concrete Pedestrian Refuge Pavement Markings Concrete Shared Use Path Water Main Installation BMPs LOCATION MAP NTS PROJECT LENGTH = 0.4 MILES DESIGN SPEED = 35 MPH NCDOT 2018 STANDARD SPECIFICATIONS EQUAL STATION STA 20+90 L1 STA 10+00 L2 STA 10+00 Y1 �'AD83 (NSRS2011) SHEET 7 GRAPHIC SCALES Plan View ................. 20 40 60 Horz. Profile ............ 4 8 12 Vert. Profile ............. 5 10 15 Cross Section ........... TO I PE SEAL O O FINAL DRAWING For Review Purposes Only Record Drawings :ASTFIELD RD. End Project Sta. 16+00.00 -L2- RECOMMENDED FOR CONSTRUCTION CDOT -Design CDOT - Implementation CLT Water Construction Administration Contract Administration Engineering Services Landscape Management Planning, Design & Development Storm Water Services Utility Coordination �h CHARLOTTE GENERAL SERVICES APPROVED Bid Set No. FOR CITY ENGINEER DATE Tuesday, July 18, 2023 12:39:12 PM 824 820 816 812 :e: 804 . Me 796 PROFILE: -L1- STATION RANGE: 10+00 TO 15+50 VERTICAL SCALE: 1" = 4' 4 J J M I � 2 BEGIN PROJECT M ro M N ao O ao —L1— STA. 10+00 ELEV: 816.58 g n ab g a`s ao z o J 1 zz — Z EXISTING GRADE AT -1-1- s� $ N J -153% ----- W •O � - . n N 109LF OF 15" CL III RCP ---- 0.45% 2.12% — — — 42% o� $� — — — =1 — $ i i N z g oo�a 0 — — 10 TOP OF 1.5" DIRECT BURIED TELEPHONE L1 STA.:10+90.15 TOP OF 14" PLASTIC FIBER OPTIL� —2.00% z z i F ELEV: 812.44 L1 STA.:12+03.30 — — — — —1.86% � � � g N ELEV: 809.98 — — — — — —1.89% ---- F M Z Z U) TH-11 -- —1.9 �d . TH-5 TOP 1 DIRECT BURIED TELEPHONE LINE — — — — —1.91% z y zzz TOP OF 1N.25" PLASTIC FIBER OPTIC CONDUIT L1 STA.:12+02.33 — — — — —— —2.00% TH-1 L1 STA.:11+05.60 E".. 810.23 — _ TOP OF 2" PLASTIC FIB OPTIC CONDUIT E".. 812.15 TH-10 TH-13 —— L1 STA.:10+73.43 ELEV: 812.48 TOP OF (2) 14' PLASTIC FIBER OPTIC TOP OF 1.25" PLASTIC FIBER OPTIC CONDUIT — — — _2.74% TH-4 L1 STA.:12+02.12 L1 STA.:13+62.84 — ——2.52% TOP OF 6" STEEL GAS LINE ELEV: 809.46 ELEV: 807.50 TH-14 — — — — —2.52% L1 STA.:10+92.05 7H-8 TH-15 TOP OF 6" STEEL AS LINE _ — — — —2.38%132LF " TOP OF 6" STEEL GAS LINETOP DIRECT L1 STA.: 13+5&51 — _ OF et ill tjCp a X ELEV: 80&73 L1 STA.:13+62 3 ELEV: 806.03 — — — — — —2.556% — ELEV: 807.10 148LF 0 18" CL III RCP ® 1.00X TH-16 TOP OF 1.25" PLASTIC FIBER OPTICCONDUIT — — — 7H-7 L1 STA. 1 7.72 TOP OF 24" DUCTILE IRON WATER LINEJ 8013,g5 L1 STA.:10+92.19 E".. 811.11 235LF OF 18" CL III RCP 01,70X TH 12 TOP OF (2) 1.25" PLASTIC FIBER OPTIC COND ITS L1 STA.:13+6 70 ELEV: BOA 80 (D co 0 N I OD t O ^ W) P,I 0t0 co O O O O t M CV c0 CV N O O 0; O) O M c0 5 p N 0 O0 O O0 0^O 0000 'NO� O OD CD O D O OD GO CD OD O D CO 00 — OD GO— aD a0 D 00OD OD— D aD OD o0— CD 00— CD 00 CD 00 CD 00 0 oD 0000 C CO Op 00 10+00 10+50 �� o I 0 ` II 0 H RDW D 2 m J -1-1- 10+33.67 G7 Offset: -54.40 I— R6I I 0 HAR�WOIOD 2 I fT1 z - 1- n Cf Si C] I I 0 HA W 0 HRDWO�D 2 IOH 2 e -Lj- STA.10t44.76 37.731 ID �J PROP CURB-R SEE SHEET 2C — — — — _ — — — — —W �� < lr) - in in L1- STA.10+69. BEGIN MILLING PROP C -1-1- 10+34.42� SEE DWOOD3 11 +00 11 +50 12+00 12+50 13+00 13+50 aC 1 O OAK 15 14+00 14+50 15+00 824 820 M. 812 - 804 - Me 796 15+50 N i LLJ LLJ cn Ld Ld 10 u / Lo a W C O e N O N co N N C NQf f0 � w l) O O M M Z m .. to w o z O O W c� a �Q W _ CD°.3 O c X o m IL z Q a CC t U 'o W W a0 y wOw am jL = z F --aQ z2, = ULuU a v oLL zz Im }a a . Ewa 2 O a, U L1 o� c� O z V Z= � � O y d a� CL i d 3 a� L6 b N w ¢ m U co M N O N >" a� x JQ 7) v co Lo 0) O W m m a V) O c� d a w o A W A/ � O w O O H w� i �1 C] !� 820 816 812 804 �: 66 796 792 PROFILE: -L1.- STATION RANGE: 15+50 TO 19+50 VERTICAL SCALE: 1" = 4' 0 10 2 J w t A is N w -t g 1 s n^ m L BURIED DI STA.:17+88.12 J ro a . t aO a °D El802.18 ".. u� zz N o'r F>> y 04.i n curio M S m $ is PROPOSED GRADE -L1- STA: 18+85 ^' 2 2 y - ii ELEV: 804.00 z m - EXISTING GROUND AT -L1- n n. ad nF TH-48A z -22oq SN 2��m "1 °' n ~� z� 7H-26 TOP OF 18" RCP STORM PIPE STA.:19+11.58 -2.21% - �_ TOP '7 TH-26 "COPPER TOP OF 1.5" & 2" PVC 1�L1. E".. 805.36 TH-17 - - -1.90% z_ z z z � z ? TER LINE IRRIGATION LINES 1.75 TOP OF 1.25" & 2" PVC - - - _ z z z z z L1. ST 18+15.29 STA.:18+15.24 1.22� - OF 2 -1.5" PVC I ( ) IRRIGATION LINESL1. L1. STA.:15+89.88 -1.56% - - - - - - ELE1h. 803.09 _ - - - - - - ---0.89% - 0.56% - - - - - - - - L1. STA.:19+11.58 - ---- - .26% --- ----- - - - ELEV. 804.87 TH-2o TH-19 TOP OF 1.25" PLASTIC FIBER OPTIC DUIT TOP OF 1.5" DIRECT BURIED TELEPHONE LINE L1. STA.:15+8&91 L1. STA :1 ELE1h 66 +11.24 799.24 7H-25 T}1-27 TOP OF 8" STEEL GAS LINE TOP OF .75" COPPER WATER LINE ELEV 80213 169LF " L1. STA.:18+05.61 L1. STA.:18+84.02 TH-23 ' TH-18 TOP OF 1.5" DIRECT J. STA.:7+70. 8 e127LF'0 15 ueE IV RCP o 0.50% TOP OF 8" STEEL GAS LINE L1. STA.:15+89.72 ELEV 799.54 SAND FILTER TOP OF (2) 1.25" P TH-21 C� TOP OF 8" STEEL GAS LIN L1. STA ELE1h 79698:17 5 FIBER OPTIC DUITS . L1. STA.:17 ELEV: 11.48 795.29 7H-� TOP OF 24" DUCTIIE IRON WATER LINE L1. STA.:17+75.05 E".. 795.41 N O t0 U) t0 N ^ I� r7 I� M U M p O R 00 07 00 � O t0 1 ^ O p 00 O 00 07 00 M U) N I, U) t0 44 M M M O N N N N N n1 CV N M O Kj rM �rj M vi O p O p O p O p O p O p O p O p O p O p 00 p O p O p O p O p 00 CO 00 00 00 CO 00 00 00 O 00 00 00 00 00 00 0D 00 00 0D 00 Op 00 00 00 00 00 00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 c) �y- i o> 19+00 820 816 812 tlilMON LINE 800 796 792 19+50 \ � 1 I- LLJ LIJ w SENSITIVE MATERIAL Do Not Duplicate a W C C O e N O N O � N C N s m U M M Z w U, .. LL s � z8 o o w " c7 a �Q w CD w ID ° c X z LL a 0_ 0_ �Q U �o w x a0 F-OU OWL Q z F --aQ � ¢zas � x- ULUU z = a LL W v Ozz � }tea O Ewa 2 O a, U o� c� O z V Z= � � O y as w �y 3 J a� O N w ¢ m U Q N O N III Q x _ 7) Q co LO 0) O W m m a V) O c� d a �o A a � N w � a � 812 804 w V) n 0 L0 + cti PROFILE: -L1 (2)- STATION RANGE: 19+50 TO 20+90 VERTICAL SCALE: 1" = 4' TH-49 TOP OF (3) 1- do (2) 1.75- PVC TH-49A L1 (2) SEEV TOP OF (2) 1.75" FIBER OPTIC ELEV804.79 ELEV- L1 (2) STA.:20+43.79 ELEV: 802.79 16 J M � EXISTING GRADE AT -1-1- 0 0)N s TH-30 TOP OF 1.5 n 0 i� a IRRAGATION PROPOSED GRADE AT L1- + o c ,� L1 (2) SO0D W F ELEV: 803. w Z - --- »» Wzzzz 1.50% TOP OF .5" STEEL GAS LINE L1 (2) STA.:20+19.94 E". 803'48 18 " CL IV RCP 4LF OF 38LF OF 24" CL III RCP o 0. 0% OPVCTH-29 WATERSAND LINE E".. 800.35 TH-50 TOP OF (2) 1.25" FIBER OPTIC TH-31 L1 (2) STA.:20+32.97 TOP OF 2" PLASTIC FIBER OPTIC CONDUIT ELEV: 798.42 TM_28 L1 (2) STA.:20+72.73 TOP OF 12' PVC W TER LINE ELIV' 801'88 TH-42 L1 (2) STA.: 0+20.39 TOP OF 1' METTALIC WATER LINE 799.85 n 0)OOi 04 N N N N 00 00 C6 co co 00 6 co c CO 00 00 816 816 & 2" PVC LINES 20+73.17 7 804 804 9 2.00% E:�979�:�919� 796 796 PROFILE: -1-2 (3)- STATION RANGE: 10+00 TO 11+50 VERTICAL SCALE: 1" = 4' 90.02' VC PVI STA. = 11+90.59 PVI ELEV. = 808.78 - -3. K=30. HIGH POINT ELEV. EXISTING GRADE AT -1-2- HIGH POINT STA. a: 00 A 00 / 8 _ + O 00 a ROPOSED GRADE AT / + \ ^ > m ROUNDABOUT INSIDE / c ^ $ \ m EDGE OF TRAVEL / $ > \ PROPOSED GRADE AT -1-2- n 95tF OF \TH-34 TOP OF (2) 1.25" PLASTIC OPTIC CONDUITS -FIBER L2 (3) Station-10+99.52 elev - 803.19 M M . N n t00 W 00 00 O^ 00 0 00 CO 0 0000 00 Op 0 00 0 O Op 00 ad 00 19+50 20+00 20+50 20+90 10+00 rk 10+50 11 +00 Li LLJ U) n = 808.48 12+05.66 812 808 808 804 804 800 800 796 11 +50 816 812 796 792 PROFILE: -RAB INSIDE EDGE OF TRAVEL - STATION RANGE: 0+00 TO 2+76.46 VERTICAL SCALE: 1 " = 4' .44' VC 77 PVI STA. = 1+86.42 82.90' VC PVI ELEV. = 806.94 PVI STA. = 0+65.33 A.D. _ -3.87% PVI ELEV. = 804.23 K = 20.00 K = 20.00 HIGH POINT STA. = 1+9 .51 N 0 Sri 0 OD OD r- CO 04 + 6i U > > O M O + - - - - + 000 00 / - to J / > > _ w _ w - - - -272�% PROPOSED GRADE AT INSIDE EDGE OF TRAVEL EXISTING GRADE AT INSIDE EDGE OF TRAVEL O t0 t0 ;° 0) OD ago r - 0 O O O O 0 O 5 O O 0 O C) 0 0 O 0 00 00 00 00 00 00 00 00 ao 00 OD 00 OD 00 O a0 OD 00 0+00 0+50 1 +00 PROFILE: -Y1 (2)- STATION RANGE: 10+00 TO 11+25 VERTICAL SCALE: 1" = 4' 7 MJ M 8 S g S PROPOSED GRADE AT g ROUNDABOUT INSIDE ? EDGE OF TRAVEL EXISTING GRADE AT -Y1- z zz - TH-32 - - - _ TOP OF 5" DIRECT - BURIED ELECTRIC Y1 (2) STA.:10+97. = 9,%---� - --- E".. 804.32 TH-32 TOP OF 1.25" DIRECT BURIED ELECTRIC (PRI Y1 (2) STA.:10+97.27E1h. EL801.60 TH-32 84LF OF 18" CL IV RCP ® 2.00%-ZRCOFOOSED GRADE AT -Y1- TOP OF (2) 1.25' do DIRECT BURIED ELEC Y1 (2) STA.:10+97.2 ELE1h. 800.36 00 ^ 00 00 t0 M N 00 04 00 00 00 000 0 00 10+00 NOTE: REFER TO SHEET 10-11 FOR ADDITIONAL STORM PIPE PROFILES 10+50 816 812 808 B 804 ARY) 800 :2) .5" tIC 796 792 11 +00 11 +25 1 +50 2+00 2+5( SENSITIVE MATERIAL Do Not Duplicate a W C C O � N O N co N C Qf f0 N 2cn t m 0 L) O M M Z O .. l0 .t � Z o Lou " c7 a c ii z 0 m Q t �O CC U W w o_ c7 wOwB PO Z r OJ -a W r p I ¢zas a � x- ULUz = U- W Z w Ozz i 9�m Im}3a U. Ewa U. 04 0 a U L1 c� 0 z V Z= � iiiiiiiiiiiiiiiic me as �y d 3 J a� _L16 L6 O N w ¢ m U Q m Q N o N III -i 7) Q U co L - O J a Ca m Q W m m V) o d a W � A � O O 5 A � � o a 820 816 812 m 804 m 796 792 PROFILE: -L2- STATION RANGE: 11 +50 TO 16+00 VERTICAL SCALE: 1" = 4' PROPOSED GRADE -L2- -STA. 12+25 ELE1h• 808,19 N S$ �N �$ s E 3 E 2 ON F55 z t0 M o Ili 0 $ z_ iz J T + 00-1,00% EXISTING GRADE A -L2- a m a$ , x ------- - ------ ---_ _ -0.77% - w W on nn� U > > w TIa-35 _--_- --- ,ij �c3 ��n j- Ka< M W P OF 6" STEEL GAS LINE-2.09% - N' n� z �' zz� �'� Fi CO n PR POSED GRADE AT -L2- L2 Station=12+86.08 elm, = 804,22 _ _ - - - _ -2.13% - - yq o Z z d 8 z_ z z o a z - - - - -2.095v ------ Z5 + 'v Ea ? z - - - - _-2 00% TOP OF 24" DUCTILE 210LF OF 8" CL III RCP ®1• TH-37 TOPOF(3) 1.5" TELEPHONE LINES IRON WATER LINE 7% TOP OF 6" STEEL GAS LINE IRON WATER LINE L2 Station=12+89.12 _ L2 STA :14+63.50 ELES 799.27 L2 STA.:15+17.47 ELEV: 799.83 47LF OF 18" CL III RCP 11 LF OF 15" CL III RCP 0 0.56% 1.3 y, TH-38 TOP OF 24" DUCTILE 213LF OF 24" C1. III RCP 0 1.56% IRON WATER LINE L2 STA.:15+14.21 ELEV: 798,90 N p M M M 03 N O O r O I� O r- M O 0, M O 0) O O 0) W N rn O W 03 r- 00 In M O M 00 M O M CO CO O CO p CO p CO O I� I� t0 O t� t0 to rM M M M N N N N 00 O O O O O O O p O O O O O O O^ O O O^ O O O O O 00 CO O O O O O CO O O 00 O O CO O O 00 O O O O O O O O O O lb p pD lb 00 00 00 p 00 00 00 p 00 00 00 00 11 +50 12+00 PROP. 2'-6" C&G -L2- 11+84.28 Offset: -52.27 - R0P. 2'146V�&6� L2+99.52 I IU I Offse : -47.89 � ' L2-JA.12+0 .47 31.64'L � j of PROPRB RA SEE SHEET 2A (P a R 5%.0' � Z W 0 = 12+50 13+00 13+50 0 I 027-561-08 E.P.NISBET COMPANY MB 3 PG 551 DB 2779 PG 294 0 OAK 14 DB 29491 PG 833 SUE UTE & FEE 0 p� DB 29373 PG 38 rn 6135 Prosperity Church Rd. 0 OAK 18 PROP• 6' CONC. EXISTING 24" WATER MAIN. EXTREME SIDEWALK CARE SHALL BE USED IN WORKING e / NEAR EXISTING WATER MAIN. F _ L �- e R F ° e e J0 O K16 OOD5 R OF F F � 10 I WV TO GRADE •ADJUST • :• • •- \Offset: 9 A- . •�• -cINDI•!-� - C C OAK 11 e�"�� o HARD''- e e S o SPINE 8 V / HARDY `�k��JJ W o PIE 10 PROP. 8' PLANTING STRIP BEGIN TRANSITION Z 8 e (TYP) -L2- 12+90.61 o ARE OAK 8 PROP. 2'-6" CONC. 5:1 SW TAPER b .36.40 e CURB & GUTTER (TYP) -L2- 12+51.96 PROP SW TRANSITION Offset:42.35 CLDSM 10.23 U PROP. 1CSHARED-USE PATH -L2- 12+72.82 END TRANSITION o oAKCLoDSM 10.42) 2) o OA, . _ Offset: 36.27 -L2- 12+96.18 Q o OAK 8 Offset:35.66 o OAK 8 =NW�o C)00 -4 a CONVERT DI ONMW o I ADJUSIT RADE TmLn \RDWOOr NOTE: REFER TO SHEET 10-11 FOR ADDITIONAL STORM PIPE PROFILES CEDAR FRO 51.4' 14+00 14+50 15+00 15+50 o - co r�l p C() -L2- STA.15+77.34 .3f C F - F1 PROP CUREAtt o �© \ - I II I SEE S v ti TIE INTO EXIST. SIDEWALK o D I -L2- 15+67.11 Offset: 68.00 z �= Ao \ \ TIE INTO EXIST. SI E ALK -L2 15�+4 .63 Off et: -4 . \ ° IST.rrStDEWALK O EXISTING 24" WATER MAIN EXTREME 1 +96.2 CARE SHALL BE USED IN WORKING NEAR EXISTING WATER MAIN. _ uun ADJUST WV TO GRADE �- � GRADE TO DRAIN -L2- 15+37.30 R 49.0' _ / Offset:-19.07 FO III F F °° V FFO r • _ „ .. . • - L5 I 1 LF OF 15" CL III R P 0 0.56% -L2- PROSPERITY CHURCH ROAD C5 14+00 L6 ------------ 15+00.54 1Q Offset: •• •. •EXIST C&G L2- PT STA. 13+81.08 E: 1467780.94 • • : D PT STA. - • Offset: • • .78 E: 1467778.50 _ VT G G G G C e �e C C C --- c� 820 816 812 l END PROJECT 80 -L2- STA. 16- ELE1h• 801.76 Me] 796 792 16+00 PROP. 2'-6" C&G -L2- 15+80.31 Offset: -74.21 M C r - n � Z7 Z7 V) LLJc �rri � 3f1S 3f1S 3f1S F F W W W W W- I -L2- STA.15+ .41 26.08'L PROP CURB R P END MILLING o SEE SHEET 2D -L2- 15+84.61 0 D_ L 16 00 PROP. 2'-6" C&G v -L2- 15+45.59 -L2- EP STA. 16+00 Offset: 29.71 \_N: 597442.25 00 E: 1467767.17 LL O 2 G G G STA.19+53.45 3 .4 FO FO P OP CONC DRIVEWAY e epR�'-CON(L� - STA.13+19.15 23.98'R OEe e 2 _ OE C DSM 10.25A SIDEWALK (TYP) PROP CONC DRIVEWAY e o CREPEM I END TRANSITION -L2- 13+55.81 L2- STA.014+82.92 9.58R IOffset:40.15 CL DS 0.25A PROP SW TRANSITION I I II• CREPE. CLDSM 10.23m I BEGIN TRANSITION a CREPEM o CREPEM o CREPEM -L2- 13+49.88 O O Offset: 38.71 e OE f OE OE OE -\ - 10 HARDWOOD 6 --aHARDWOOD 8 HARDWOOD EXIST. SIDEWALK O 5+61.06 3.08 SENSITIVE MATERIAL Do Not Duplicate a W C O � N O N co � N C of f0 N � t m M M Z W v LU .. ti s o m Z o o w " c9 a �Q W _ C,°.•' ID c X z o m a IL LL a it CC U 0 W W a0 W 0 z ~ tY jL rA -01 =zas ULU0 z = a LL W V M Im }0a Ewa 2 O v w ca o� w c� O Z V Z= � � O y d a� CL 3 a� z L6 LL. p N w ¢ m U Co Q N N w III Q x _ � Q v co 0) 0) O J Ca m Q III W m m a V) O c� a a A r , + O a � A O + 816 812 - TOP OF 1.25" 1 ELECTRIC L Y1 804 TH-40 TOP OF .5' DIRECT BURIED ELECTRIC LINE- Yf STA.:11+44.81 E".. 800.87 800 TH-42 TOP OF 1" METALLIC WATER LINE YI STA.:11+44.81 E". 799.85 Vol w W w U) L0 N + 796 792 PROFILE: -Y1- STATI ON RANGE: 11 + 25 TO 13+ 40 VERTICAL SCALE: 1 " = 4) T 6 co �+ N 6' HB 87 n N z�n i z_z 1 PROPOSED GRADE -Y1- TH-39 IRECT BURIED +g STA: 11+66.98 E (PRIMARY) C ELEV 70.27 A.:11+44.69 $ z- a00.94 ---- - -1_52% -1.679' EXISTING GRADE AT -Y1 TH-41 TOP OF 2" PLASTIC GAS LINE Y1 STA.:11+53.19 ELEV: 799.64 TH-40 TOP OF (2) 1.25" k (2) .5" Y1 STA:11+44.80 ELEV: 800.23 Fn 04 - 00 n W) 0) O� O n t^O M 00 M 00 00 N N 00 00 00 00 00 O 00 0 0 00 00 00 11 +25 11 +50 CC J co J J � 00 CP �0-1 CLO Oaf N Cn LLJ CL 0Zam- ° Q (n :2 a_ 0 o m ,.10 '* DB 195er ty Church Rd• 6192 prose 61B8 rr 816 812 - 804 -lI 796 792 12+00 12+50 13+00 13+40 N (O N Ct U mm -0 (D=) r�-0 � O<�Cfl-� W J Cn N JH of 02 0 OQ Cj ACC yY cif t���0Qm NOJOm� mr%)oDf 't 10 - T I Z-OCC OC�of I J;:00 D- I Qa00N Q OpW�(7i rT CL� , N �gCLCL;t �0FW--CL W.�' CNWmrvj 0 Naf 00 0 �ZOC)CL_T ZLd :2 �wH�r.() c nzo p �W�-tn N �QWLLJ N Q) Og=> a_ 00ED a_ 'tLL N �.Y000L� 0ZQZm�-0 O 00`-C�� �j�j�000 0) O)o vai Y 0Lo Q Or7 0)Q WK)N a Ym� pNgmCL CL� -Y:2 OOJgM 0 m m m OcnLLJ Zm� �Z`tt� Q 0� �Z N N pN QW p- �Qgmm Naf con? O rn J U) 00 W} 0 w O� O m g m 0�gmL° C70 `� 00 pcmo p �Q TIE INTO EXIST. -Y1- 12+27.64 Offset -29.52 N2EJi( ;:9 "a �ZZ Q CC �(O �L-JOCL >, Q 't O) W vQi 04 0cy:2 10 NJ~ �YOmmN N o o=w �<0,nO'l � N�Q O ou) 0 CD o O L] OWmm`- O CC g m a- I = � F- CL =Q U z Q on m Q) I (O gW m 00 LW LLIJ m g C] Q TIE TO EXIST C&G (N61`54'11"W 351.64') WALK WALK Offset:-17.21ttt �M W �WARMETE WM W 2.5=C&G PROP BIKE RAMP -Y1- PT STA. 12+48.02 -Y1- 12+15.80 N: 596772.88 Offset: -17.31 E: 1468138.75 1.1113 00 3 40 CLDSM 10.43 2 00 -Y1- C STA. 13+40 PROP BIKE RAMP -Y1- PROSPERITY RIDGE ROAD N: 596 30.22 -Y1- 12+14.09 -Y1- 12+51.70 E: 146 20.24 IC. Offset:17.94 Offset:16.27 PATH CLDSM 10.43 -Y1- 12+57.21 � END MILLING Offset: 21.44 -Y1- 13+45.84 2.5"C&G 40 UU UUA 9R� WATER MET R M 3 ®® UU 030� p <1 na -Y1- 12+ 1.78 WALK WALK W TO RELOCATED - Offset:21.3 �-X===�� �N6�`41 LINE IRON INE 5:1 SW TAPER INTO EXIST. Si EWALK -Y1- 12+03.01 - 1- 12+33.67 Offset:27.56 0 fset:33.03 00 -� 0 Df o O N C4 0 FZ O r�VON 0 W c, o O ZO C) a v �C�CL > 0 g 0 (n d F- 0 Z I m C9 CL �, � W W Cn i Of p)OZM(n W N 0) v o to O FW- M CL � I g�� O CC r)WO U 0) W W O N CC CC CL to 'i Q (O 0- W O C Z Z I O `r .Q � C) N 2 00 Cn (n Cn (7 J O N ,� I W U` W NF-� CC N ��� ICU 0I-a r- N 0) p(O :O CC W I N 04 00 O P7J� rr)Z(�C M('�CL(L 1 (n C7 U) N tr OWpr7 0 N�� Z O m N W O rn 0)-D - O Jm� L I O 0� QWC F- I C� W> 0 g 00 0 Lo ;v 1 C� O O_ N -� O W p] r7 _ Q _ a-. CC I CC 0 rn J O m r') g CL L� C� W T �Y p p N) CC M� 1 0 Q C� O r W CL gQ0 p 0 r� C�CL T NO.- pr)QUCL T Z r'`)m� OH Q pF--C I tYUMZ �) r[) NQ J�OCe I JC�CL T gCL + I g C� CL :L p-per O_ 1 0CC QgmCL = N �� Cn �I N?-0 O II O�rrn o P7JJ�� T �OCL •' N JCL T �_�� r�F-�0� r')�Lj UW U 0m U 0 1 'tN a NYmr O�-N�� K�lmmrcVn J�CL� ` �Q�� 10�N a �� u7'L I �Y� ��C7CL >, �ZW 00 g �Y Cnm to 0Wg �(n�YN NO O I W`-� a) N� O W :t I LLJ N 00 NJmr`) g CI rO 0 mM 0 -`� OQmN 0 0) a) C1-)o 02gmCL Q -ET 10-11 FOR 0<:2 ° >- NZmN �gmCL �-1�(O U O0 �O W ZgmCL 0(p 00:2 C]� OUm� 0O WmED C](v 00 (O 00 00 of m p� )IPE PROFILES 0 g 000 N 00 00 J a W O O NO N � N C Q) f0 N � U) - s m O M M z w .. o � z o w " ca7 �Q w _ o coo c X z o Q a " d �Q t U 'O w x a0 wOz F-.O ~a a Z r -.6 Wm r 'a'¢zas m x- z = a LL W v o2z }aa � Ewa m 0 a, U c� o� Ca O z Z= _ 0 y a� CL a� z _LL. L6 O N w ¢ m U m Q N O N III Q x 7) Q U co � 0) O oa m W m m a V) O c� a a W i V O a H 11 11 O l l —p I l l rr► I rmn I I p +DWOpD 2 l� ii m 11 11 pH,R WOOD 2 ill HIRDWO�D 2 u 4H(Ij" - <,! ~LLJO FO 3 p'a UO OAK 15 �~ I I r(') OAK 181 I I I I-- LLJ LLJ Un LLJ LLJ Un SENSITIVE MATERIAL Do Not Duplicate a W O • N O N Co N N. � Qf0 Nf � O O t m 0 U LL s M M'� o � Z W� o w o " c X w c7 z �Q CD°.3 _ t o m Q �O CC U w x a0 �" wOz FAO ~am a W r j 0a W ¢(Z'as C 0 � x— ULUO Z = a LL W V OZZ . };a L)wa z O L1 O z Z= � 0 y as �y 3 J a� O N w ¢ m U Q N O N a� x JQ D Co LO O 0) m m V) O d a w � A � � x 00 O � A w A � w � O � a A � A L .j EROSION CONTROL NOTES 1. WATERSHED: LOWER CLARKE 2. DISTURBED AREA = f3.0 ACRES 3. SOIL TYPES: CECIL SANDY CLAY LOAM (CeB2), HELENA SANDY LOAM (HeB) 4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WILL BE STABILIZED WITH THE APPROPRIATE PERMANENT VEGETATIVE EROSION CONTROL MEASURE(S) WITHIN THE REQUIRED TIME FRAME: PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS HIGH QUALITY WATER ZONES 7 DAYS SLOPES STEEPER THAN 3:1 7 DAYS SLOPES GREATER THAN 50FTIN LENGTH REGARDLESS OF SLOPE 7 DAYS SLOPES 3:1 OR FLATTER AND LESS THAN 50FT IN LENGTH 14 DAYS ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS 5. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLANS IS A VIOLATION OF THE NORTH CAROLINA EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6. NO ON -SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED. 7. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE CONSTRUCTION INSPECTOR. 8. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS MUST BE MADE IMMEDIATELY. 9. REFER TO THE CONSTRUCTION PLANS, PROFILES, AND DETAILS FOR SPECIFIC DESIGN INFORMATION FOR THE ROADWAY AND DRAINAGE IMPROVEMENTS. 10. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND IS REQUIRED FOR ALL PHASES OF THE PROJECT UNTIL THE DISTURBED AREA IS FULLY STABILIZED. 11. WHEN PLACING EXCAVATED SOIL ON PAVEMENT, FIRST COVER PAVEMENT WITH TARP, SAND, OR SCREENINGS. 12. THE MAXIMUM LINEAR FEET OF DITCH WORK THAT CAN BE EXCAVATED BEFORE REQUIRED STABILIZATION IS 200 LF. 13. INSTALL STORM DRAINAGE AND OTHER PERMANENTLY STABILIZED DITCHES AND DRIVEWAY PIPES THAT WILL CONVEY SURFACE WATER DOWNSTREAM OF THE SITE, FIRST. 14. ALL STOCKPILE AREAS DEEMED NECESSARY BY THE CONTRACTOR WILL BE REQUIRED TO HAVE EROSION CONTROL MEASURES SURROUNDING THE AREA. THE STOCKPILE AREAS MAY ONLY BE LOCATED WITHIN THE CONSTRUCTION LIMITS. APPROPRIATE EROSION CONTROL MEASURES CONSIST OF TEMPORARY SILT FENCE, TEMPORARY DIVERSION DITCH, SEDIMENT TRAP, ETC. 15. THE CONTRACTOR IS REQUIRED TO PREVENT EROSION AND SEDIMENT FROM DEPOSITION ON LOCAL ROADS BY PROVIDING CONSTRUCTION ENTRANCE/EXITS. REFER TO CLDSM 30.11 A - STABILIZED CONSTRUCTION ENTRANCE. 16. IN AREAS WHERE SILT FENCE IS WITHIN 5 FEET OF TREE PROTECTION, USE 1606.01 17. EROSION CONTROL MATTING SHALL BE APPLIED IN ALL DITCH SECTIONS WHERE LAND IS DISTURBED DURING CONSTRUCTION. MATTING SHALL CONSIST OF 70% STRAW AND 30% COCONUT, AND BE BACKED (OR EQUIVALENT). EROSION CONTROL MAINTENANCE PLAN 1. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED ON THE CLDSM DETAILS FOR EROSION CONTROL AND THE EROSION CONTROL PLANS. 2. TRAPPED SEDIMENT SHALL BE PROMPTLY REMOVED FROM THE EROSION CONTROL MEASURES AND DISPOSED OF. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS MUST BE MADE IMMEDIATELY. VEGETATIVE PLAN 1. ALL DISTURBED AREAS WILL BE STABILIZED BY PERMANENTLY VEGETATING WITH SEED AND MULCH AS RECOMMENDED BY THE PERMANENT SEEDING SPECIFICATIONS DUE TO THE RESTRAINTS ON THE LENGTH OF IMPROVEMENTS AND/OR DURATION OF EXPOSED DISTURBED AREA. 2. TO PROMOTE A DENSE VEGETATIVE COVER IN AREAS WHERE RUNOFF CONCENTRATES OR IN AREAS WHERE VEGETATION IS HARD TO ESTABLISH, A MATTING FOR EROSION CONTROL SHALL BE USED. THE MATTING TO BE USED WILL BE A MATTING THAT CONSISTS OF 70% STRAW AND 30% COCONUT AND BE BACKED (OR APPROVED EQUAL). THE MATTING FOR EROSION CONTROL WILL BE CONSTRUCTED AS PART OF THE PROPOSED IMPROVEMENTS AND SHALL ALSO SERVE FOR VEGETATIVE STABILIZATION PURPOSES. CONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. 2. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. 3. FLAG THE CONSTRUCTION LIMITS AND INSTALL TREE PROTECTION. 4. ALL DITCH SECTIONS SHALL BE STABILIZED FOR EROSION CONTROL MEASURES 5. INSTALL EROSION CONTROL MEASURES REQUIRED FOR THE PROPOSED CONSTRUCTION ACTIVITIES. 6. CONSTRUCT THE PROPOSED IMPROVEMENTS AS SHOWN ON THE PLANS AND AS NOTED IN THE CONSTRUCTION PHASING LISTED ON SHEET TCP1. 7. DISTURBANCE AREAS SHALL BE LIMITED TO ONE DRAINAGE AREA AT A TIME WHENEVER POSSIBLE. 8. AFTER EACH WORKDAY, PROTECT ROADWAY BASE WITH ABC OR BY COMPACTION. 9. INSPECT THE EROSION CONTROL MEASURES WEEKLY AND AFTER EVERY RAINFALL. MAKE ANY NEEDED REPAIRS. 10. ONCE THE ENTIRE DRAINAGE AREA IS PERMANENTLY STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES. GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority havingjurisdiction. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, swales, ditches, and 7 None perimeter slopes (b) High Quality Water None (HQW) Zones (c) Slopes steeper than If slopes are 10' or less in length and are 3:1 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed -7 days for perimeter dikes, swales, {e} Areas with slopes ditches, perimeter slopes and HQW Zones flatter than 4:1 14 -10 days for Falls Lake Watershed unless there is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Temporary Stabilization Permanent Stabilization • Temporary grass seed covered with straw of • Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tackifiers • Hydroseeding • Geotextile fabrics such as permanent soil • Rolled erosion control products with or reinforcement matting without temporary grass seed • Hydroseeding • App ro p riate ly a pp lie d straw or other mulch • Shrubs or other permanent plantings covered ■ Plastic sheeting with mulch • Uniform and evenly distributed ground cover sufficient to restrain erosion • Structural methods such as concrete, asphalt or retaining walls • Rolled erosion control products with grass seed POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Foocculants. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in accordance with the manufacturer's instructions. 4. Provide pond ing area for containment of treated Stormwater before discharging offsite. 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by secondary containment structures. EQUIPMENT AND VEHICLE MAINTENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible). 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING, MATERIAL AND LAND CLEARING WASTE 1. Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes. 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. S. Dispose waste off -site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PAINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled, sized and placed appropriately for the needs of site. 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags. 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. C�lNORTH CAROLINA Environmental Quality NCG01 GROUND STABILIZATION AND MATERIALS HANDLING PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF -INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect {during normal Inspection records must include: business hours) _ (1) Rain gauge Daily Daily rainfall amounts. maintained n If no daily rain gauge observations are made during weekend or good workin; holiday periods, and no individual- -day rainfall information is order available, record the cumulativp rain measurvrnent fnr those un attended days (anc this will determine if a site inspection is needed). Days on which no rainfall occurred shall be recorded as "zero." The permittee may use another rain -monitoring device approved by the Division. (2) E&SC At least once per 1. Identification of the measures inspected, Measures 7 calendar days 2. Date and time of the inspection, and within 24 3- Name of the person performing the. inspection, hours of a rain 4, Indication of whether the measures were opefating event � 1.0 inch in properly, 24 hours 5. Description of maintenance needs for the measure, 6. Descrlption, evidence, and date of corrective actions taken. (3) 5tormwater At least once per 1. Identif cation of the discharge outfalls inspected, discharge 7 calendar days 2. Date and time of the inspection, outfalls (sDCs) and within 24 3. Name of the person performing the inspection, hours of a rain 4. Evidence of iindicators of stormwater pollut6on such as ail event � 1.0 inch in sheen, floating or suspended solids or discoloration, 24 hours 5. Indication of visible sediment leaving the site, 6. Description, evidence, and date of corrective actions taken. (4) Perlmete• of At least once per If visible sedimentation is found outside site limits, then a record site 7 calendar days of the following shall be made: and within 24 1. Acdonstaken to cleanup or stabilize the sediment that has left hours of a rain the site iimlts, event > 1.0 inch in 2. Description, evidence, and date of corrective action s tak e n, and 24 hours 3. An explanation asto the actions taken to control future releases. (5) Streams or At least anre per If the stream or wetland has increased visible sedimentation rr a wetlands onsite l 7 calendar days stream has visible increased turbidity ftom the construction or offsite and within 24 activity, then a record of the following shall be made: (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event > 1.0 inch in 2. Records of the required reports to the appropriate Division 24 hnurs Regin naI Office per Part III, Section C, Item (2)(aj of this permit 6 Ground () After each phase p 1. The hase of radio installation of erimeter E&SC p R $( R stabilization f radio a g g m asu res cIrarin a rubbin instal laden of storm e g nd g g, st measures drainage facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the requined timeframe or an assurance that they will be provided as soon as possible. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING I. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. Item to Document Documentation Requirements (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy and does not significantly deviate from the of the approved E&SC plan or complete, date locations, dimensions and relative elevations and sign an inspection report that lists each shown on the approved E&SC plan. E&SC measure shown on the approved E&SC plan. This documentation is required upon the initial installation of the E&SC measures or if the E&SC measures are modified after initial installation. (b) A phase of grading has been completed. lnitial and date a copy of the approved E&SC plan or complete, date and sign an Inspection report to indicate completion of the construction phase. (c) Ground cover is located and instaliel Initial and date a copy of the approved E&5C in accordance with the approved E&SC plan or complete, date and sign an inspection plam report to indicate compliance with approved ground cover specificatians- (d) The maintenance and repair Complete, date and sign an inspection report. requirements for all E&SC measures have been performed. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC to E&SC measures. plan or complete, date and sign an inspection re pert to indicate the completion of the corrective action- Z. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This General Permit as well as the Certificate of Coverage, after it is received. (b) Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. 3. Documentation to be Retained for Three Years All data used to complete the a-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122A PART II, SECTION G, ITEM (4) DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstancesin which ii is not feasible to withdraw water from the surface shall ber re (forexample,times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: (a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items, (b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, (d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, (e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and (f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. E r r �F. -� Il� i rl e-e �q=T,rw r ,ctir� r�i,q IfiR�ifJ !. rlRl prEp iK�i �1r1�U E M fir[ WfY�T iE�or m u•o r16mE fELu r.r�sEx � nc rrse rc.ur awcm m rwor ucawsc PIN �,n, 149016 GVK1iT YRIII A 1•mrM ABOVE GRADE V4SHOr1T STRUCTURE CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility. 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. 5tormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow. 7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority. S. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on the washout itself to identify this location. 9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODENTICIDES 1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions. 2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or teak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. 1AZARDOUS AND TOXIC WASTE 1. Create designated hazardous waste collection areas on -site. 2. Place hazardous waste containers under cover or in secondary containment. 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. EFFECTIVE: 04/01 / 19 PART III SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION C. REPORTING 1. Occurrences that Must be Reported Permittees shall report the following occurrences: (a) Visible sediment deposition in a stream or wetland. (b) Oil spills if: ■ They are 25 gallons or more, ■ They are less than 25 gallons but cannot be cleaned up within 24 hours, ■ They cause sheen on surface waters (regardless of volume), or They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (d) Anticipated bypasses and unanticipated bypasses. (e) Noncompliance with the conditions of this permit that may endanger health or the environment. 2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368. Occurrence Reporting Timeframes [After Discovery) and Other Requirements (a) Visible sediment • Within 24 hours, an oral or electronic notification. deposition in a • Within 7 calendar days, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement fora written report on a case -by -case basis. • If the stream is named on the NC 3030 list as impaired for sediment - related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. (b) 0i1 spills and • Within 24 hours, an oral or electranic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill or release. substances per Item 1 b c above (c) Anticipated • A report at feast ten days before the date of the bypass, if possible. bypasses [40 CFR The report shall include an evaluation of the anticipated quality and 122.41(m)(3)] effect of the bypass. (d) Unanticipated ■ Within 24 hours, an Oral or electronic notification. bypasses [40 CFR • within 7 calendar days, a report that includes an evaluation of the 122.41(m)(3)] quality and effect at the bypass. ( Noncompliance ramp e No Rance Within n 74 hours, an oral or electronic notification. with the conditions ■ Within 7 calendar days, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environment[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(1)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6), ■ Olvlslon staff may waive the requirement for a written report on a case-bv-case basis. • r NORTH CAROLINA Environmental Quality NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19I a W O N N co N C N Ln t A U LL co M Z v M Lu O .. M '-' `o Z W W o a c x Z 0 to co c a a o y U WW 0-0 W0Z F0-- a Z 1= °GaW 0 0<Za a it Ix X 4 VW� 2 LLWZ v ozz }3a UWa r,�- u. O ~ZJ 04 XX 2 a, c� v ca >. oa Ca 0 z Z= � O �y as 0 09am 2 d 3 a� Z� O CV II W ¢ m U Q co M N N W _ Q U c0 0)LO O J OC L1 04 >. Ga Q U)co w m a W O c� CL a W � A � W O A O O A a O W W Z � W O � O W a ww V O 4/ �W W 11 C) l l O 11 -gyp 11 IT, OH RDW D 2 COI I m I I DID 11 11 rn I I� 0 H I RNOIOD 2 OH RDWO�D 2 UA II h LEGEND SILT FENCE OUTLET (30.06C) PROTECTED WETLANDS /STREAMS PROP. TEMPORARY INLET PROTECTION CLDSM 30.09 FOR DI CLDSM 30.12 FOR CULVERTS CLDSM 30.15 FOR CB PROP. TEMPORARY SILT FENCE (NCDOT 1605.01) PROP. TREE PROTECTION FENCE (CLDSM 40.02) — — LIMITS OF PROJECT AREA PROP. RIP RAP APRON (SEE DETAILS FOR QUANTITIES) XH O OAK 15PR II/WOOJ PROSPERT1MB 60 PLLC.�jDB 31111 1.I 4530 Asht (YOAK 18I OAK 22 2�735?nZeb� Knoll Ln �� I ��^ '� I � PROP. TEMPORARY SILT FENCE � N W � cn 0 OAK 24 -00 �D F9 mTm -o U LLJ W W V / Ld Ld O L0 L0 Q cn cn LLJ z J a W O � N 0 N N ` C Qf f0 N � s m LL s M M o Z Lu .. �Q o Z W °.3 CDz o " c X o m w c7 Q Q _ coo ° t a " d �O CC U W W a0 WOz a r j0aW az�s C 0 a � x— ULuO = LL W Z V 0: . };a Ewa z O a, U L1 o� 0 z Z= � 0 y as L d 3 J a� z L6 O N w ¢ m U Q co Q N O N III x 7) Q co LO 0) O US W� m m V) O a A � O V A^ O �I W w O I� �I w w � o N U W W W V) O Ln Ln LEGEND SILT FENCE OUTLET (30.06C) PROTECTED WETLANDS /STREAMS PROP. TEMPORARY INLET PROTECTION CLDSM 30.09 FOR DI CLDSM 30.12 FOR CULVERTS CLDSM 30.15 FOR CB PROP. TEMPORARY SILT FENCE (NCDOT 1605.01) PROP. TREE PROTECTION FENCE (CLDSM 40.02) LIMITS OF PROJECT AREA PROP. RIP RAP APRON (SEE DETAILS FOR QUANTITIES) U Lv Lv Lv 07 Lv Lv V) O Ln J Q cn Lv z I U Q a W O � N 0 N N. 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TEMPORARY INLET PROTECTION CLDSM 30.15 O(TYP.) 02y-413-23Y �00, 1 PGN p1 DP B 9510 tPChh R 6cd 6192 _ 029-41 RIENDEA� ERIC DEN SE HALL 41 PG 101 06 2B9,87 ItvChu ch Rd. 10-1 L111 1117� L I E PROJECT LMITS O CC w_ o N 1-� M�C�d_CT (n� -n O O'l O W W :t Lom<0 O Od > LO a) NQ J�pO �_ a I _ >, °)m�N 0 �J�WI� �Q�PN7 N pmr7 �� coO I (n�N o U� a_ I Q0) inuern 0- °'- n � < In0 N O Z m O O Q g N Ln OUW Z m 00 (nd-�ma_ ON 00 O co c 7 a LL, O a) 2 0o rn z rn Nd_�N'0 I Q 0� Lo 000pLr);0 L4) >% N 0 O g rnZO�N .� �YL` U-) N NOm� O I Lu Q p m m O) Z 0) N Z m N 0 < 00 OO:md_ O 00 00 00 W -leY W -6 CC m N of O OO Qf o 01 0 W �o� It a) prl O W Qf `rOZoWz Iy 'c W ZZ�UCC la o�or- m .-0o� I LL O I W000 N tYY�d +) O C� �f'UCL >, 1 0 U� N,ZLU O pJQgOL I QQc-Ln N 0 �YOWO E.: �OOW �I md_ d'� 0� ("i N OmO�M� �Q�rn o ma_0) a NQ�00 0 aW t- m pNZQm00 LO o�ma_ 0Z U� 00 0� 0� Nmma_ 00 00 Q g 0 0) U OD l:J N�LJiNCfl;� TQ d LLa—i T �C]mmN� 00 0)ato Q O�mm - LO Ce2mw Q 0M m O, 00 J U d_ n Y Lf) -0 I= �o O I Cfl D oUJ m m gm0 Z 0 z O Q rn LEGEND SILT FENCE OUTLET (30.06C) PROTECTED WETLANDS / STREAMS PROP. TEMPORARY INLET PROTECTION CLDSM 30.09 FOR DI CLDSM 30.12 FOR CULVERTS CLDSM 30.15 FOR CB PROP. TEMPORARY SILT FENCE (NCDOT 1605.01) PROP. TREE PROTECTION FENCE (CLDSM 40.02) LIMITS OF PROJECT AREA PROP. RIP RAP APRON (SEE DETAILS FOR QUANTITIES) I m O� � `nQN: N LLL d �a N'i I E-�� Z C �ZZC O 0) W (p to NODm I 11 �ui I dL ow= It U or gW m (N61'54'11 "W 351.64') — WALK WALK kw 2.5_C&G 416 195 — G99 OJT. IG9 � O� �0�9c�11 WALK WALK X 4` 611.5 4 11 N �F1 c� �u LINE I 0 v o O r�QONa U 'If�� rn NO00.0 I � (7� 'O z Df Z no- nV) m�T It O_n 0) p(0;0 Of W O 1 U) O N-mco U) r7J�N� �ZC70_ N QUO U W Ld 't a) Z �La J�� m 0 O-i O ~g co M o OJg CL Q I LOiCCD �O T mad CT O m<n'i p L�F-� I W Q mW U 0000 O N = O �� O N OQ N owg� I =�� La 0) K)1C�CL 0 �zCD � ` N 00 g Nm�N 0 Jmt) m O<�NCL �J�N a _00 O)o O O�2ma_ < 0 m 0 CD �O 0 Q 00 =04 mN O O 000 0) (0 N m O Ocgmd_ I- gLLJ m LL 00 0 m 0I 0 00 N 000 � w It a W O � N 0 N N. N Qf0 Nf � s m s M M Z o Lu .. �Q Li � z W a.3 CDz o w a c X 0 m Q _ coo ° t a " d 'O CC U W W a0 WOz ~am a r j0aW az�s CC a � x- ULuO = LL W Z V 0: . };a L)wa z O a, U Ca 0� L1 O z Z= � 0 y as �y 3 J a� Z� �LL. L6 O N LL ¢ m U Q m Q N O N III x 7) Q co Lo 0) O W m m a V) O c� a a w A � O a O V A w wO/ O w w V O 4/ C W W Appendix II -Jurisdictional Determination Package, Including Site Photographs U.S. Army Corps of Engineers (USACE) Form Approved - REQUEST FOR JURISDICTIONAL DETERMINATION (JD) OMB No. 0710-0024 For use of this form, see Sec 404 CWA, Sec 10 RHA, Sec 103 MPRSA; the proponent agency is CECW-COR. Expires 2024-04-30 DATA REQUIRED BY THE PRIVACY ACT OF 1974 Authority Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the review area that are or that may be subject to federal jurisdiction under the regulatory authorities referenced above. Routine Uses This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made available as part of a public notice or FOIA request as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in any approved jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USACE website. Disclosure Submission of requested information is voluntary, however, if the information is not provided there may be some delay in processing your request. Failure to provide this information will not result in an adverse action. System of Record Notice (SORN): The information received is entered into our permit tracking database and a SORN has been completed (SORN #At 145b) and may be accessed at the following website: http://dpcid.defense.gov/Privacy/SORNsIndex/DOD-wide-SORN-Article-View/Article/670116/a1146b-ce.aspx The Agency Disclosure Notice (ADN) The Public reporting burden for this collection of information, 0710-0024, is estimated to average 10 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services, at whs.mc-alex.esd.mbx.dd-dod-information-collections@mail.mil. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. 1. To (District Name): Charlotte 2. I am requesting a JD on property located at (Street Address): Prosperity Church Road City/Township/Parish: Charlotte County: Mecklenburg State: North Carolina Acreage of Parcel/Review Area for JD: N/A Section: Township: Charlotte Range: Piedmont Latitude (decimal degrees): 35.376352 Longitude (decimal degrees):-80.785248 (For linear projects, please include the center point of the proposed alignment.) 3. Please attach a survey/plat map and vicinity map identifying location and review area for the JD. 4. X❑ I currently own this property. I plan to purchase this property. I am an agent/consultant acting on behalf of the requester. Other (please explain): The City of Charlotte / Charlotte Department of Transportation is the Requester ENG FORM 6247, NOV 2023 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 2 5. Reason for request: (check as many as applicable) ❑ I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all aquatic resources. ❑I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all jurisdictional aquatic resources under Corps authority. ❑I intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps, and the JD would be used to avoid and minimize impacts to jurisdictional aquatic resources and as an initial step in a future permitting process. ❑X I intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps; this request is accompanied by my permit application and the JD is to be used in the permitting process. ❑I intend to construct/develop a project or perform activities in a navigable water of the U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of the tide. ❑ A Corps JD is required in order to obtain my local/state authorization. ❑I intend to contest jurisdiction over a particular aquatic resource and request the Corps confirm that jurisdiction does/does not exist over the aquatic resource on the parcel. ❑ I believe that the site may be comprised entirely of dry land. ❑ Other: 6. Type of determination being requested: ❑ I am requesting an approved JD. I am requesting a preliminary JD. ❑ I am requesting a "no permit required" letter as I believe my proposed activity is not regulated. ❑ I am unclear as to which JD I would like to request and require additional information to inform my decision. 7. Typed or Printed Name: D. David Homans Daytime Phone No.: 704-900-9394 Company Name: S&ME Address: 2016 Ayrsley Town Blvd., Suite 2-A Charlotte, NC 28273 Email Address: dhomans@smeinc.com By signing below, you are indicating that you have the authority, or are acting as the duly authorized agent of a person or entity with such authority, to and do hereby grant Corps personnel right of entry to legally access the site if needed to perform the JD. Your signature shall be an affirmation that you possess the requisite property rights to request a JD on the subject property. Signature: // Date: 2024-03-22 I ENG FORM 6247, NOV 2023 Page 2 of 2 Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 3/1 5/2024 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Layla Tallent 2o16 Ayrsley Town Blvd., Ste 2-A, Charlotte, NC 28273 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Charlotte/Prosperity Church Road Improvements D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC county/parish/borough: Mecklenburg city: Charlotte Center coordinates of site (lat/long in degree decimal format): Lat.: 35.376352 Long.:-80.785248 Universal Transverse Mercator: NAD 83 Name of nearest waterbody: Clarks Creek E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ■❑ Field Determination. Date(s): November 11, 2023 TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Site number Latitude (decimal degrees) Longitude (decimal degrees) Estimated amount of aquatic resource in review area (acreage and linear feet, if applicable) Type of aquatic resource (i.e., wetland vs. non -wetland waters) Geographic authority to which the aquatic resource "may be" subject (i.e., Section 404 or Section 10/404) WA 35.376046 -80.785407 0.058 acre wetland Section 404 1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre - construction notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and the permit applicant has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items: ■❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map:Vicinity Map, USGS Topographic Map, WOTUS Map, Soil Survey. 0 Data sheets prepared/submitted by or on behalf of the PJD requestor. ❑ Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. Rationale: ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. ■❑ U.S. Geological Survey map(s). Cite scale & quad name: ■❑ Natural Resources Conservation Service Soil Survey. Citation: SSURGO / Web Soil Survey. ❑ National wetlands inventory map(s). Cite name: ❑ State/local wetland inventory map(s): ❑ FEMA/FIRM maps: ❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929) ■❑ Photographs: ■❑ Aerial (Name & Date): November 2023 or ❑ Other (Name & Date): ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. Signature and date of Regulatory staff member completing PJD /j 3/22/2024 Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable)' ' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. POTENTIAL JURISDICTIONAL FEATURES WERE DELINEATED IN THE FIELD ON JULY 30, 2019 AND LOCATED WITH GPS UNITS CAPABLE OF SUB -METER ACCURACY. THESE FEATURES WERE RE -ASSESSED ON NOVEMBER 3, 2023 AND DETERMINED TO BE CONSISTENT WITH THE ORIGINAL DELINEATION. FEATURES HAVE NOT BEEN SURVEYED BY A REGISTERED LAND SURVEYOR OR CONFIRMED BY THE USACE. K k. � 4 y y.' °:4 �.. *, � r{ yr: 5.s` � .?- r � � %, w�'; • Q uj � I U R•�NgI14 ' - xA__hc A, O '__ W Q w z a w ?"a t►�{. 1 �t ti' �` -• ice- Z) 0LU U r i Lu ti - P lJ _ WA UP POTENTIAL WETLAND WA APPROX. 0.058 ACRESbu s•,l #' K` c r• 1 r ; s .,, �. •� � � "fir. �' - :r�,.,�-`.,� - , -. 'k' it .'��_ �,.. _ - .+. �-y,` •i¢.. '�' lrq�. '�,' � �.. '� _ y-_ ,;,. $ i LEGEND 46 - h:y PHOTO LOCATIONS ,�. (10 UPLAND DATA POINT SCALE: 1 100 ` �, - • WETLAND DATA POINT a DATE: QT I PIPED CONTINUOUS FLOW PATH 3-14-24 PROJECT LIMITS PROJECT NUMBER �% ,,: u .+'''�,. - .r•..,°�...- a, �.. '� '` ': •.+.- .� �' ®POTENTIAL JURISDICTIONAL WETLAND 22350040ATA14 REFERENCE:2023 AERIAL PHOTOGRAPH,.., OBSERVED JURISIDICTIONAL STREAM BANKS FIGURE NO. GIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY. 0 100 200 I a ~ , THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE STORM WATER INVENTORY STRUCTURES LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED (FEET) ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE. �]_r *� STORM WATER INVENTORY PIPES Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network E� 0 Daily Total 30-Day Rolling Total 30 Year Normal Range 2023-09-12 J 20 3-11-11 23-10-12 nn— 0 knfl I n 'A n n i 4�1 r 1 ri 16 .0 Apr May 2023 2023 Jun Jul 2023 2023 Coordinates 35.376352,-80.785248 Observation Date 2023-11-11 Elevation (ft) 804.416 Drought Index (PDSI) Mild drought WebWIMP HZO Balance Wet Season Figures and tables made by the Antecedent Precipitation Tool U5 Army Corps Version 2.0 of Engineers.: Developed by_ US- Army Corps of Engineers and U_S_ Army- Engineer Research and E R DC-o Development Center Aug 2023 Sep Oct 2023 2023 Nov Dec 2023 2023 Jan 2024 Feb Mar 2024 2024 30 Days Ending 301h °/pile (in) 701h °/pile (in) Observed (in) Wetness Condition Condition Value Month Weight Product 2023-11-11 1.483465 3.867323 1.240158 Dry 1 3 3 2023-10-12 2.744882 5.817323 0.480315 Dry 1 2 2 2023-09-12 2.574803 4.737402 5.511811 Wet 3 1 3 Result I I I I I IDrier than Normal - 8 Weather Station Name Coordinates Elevation (ft) Distance (mi) Elevation A Weighted A Days Normal Days Antecedent CONCORD 35.4136,-80.5639 669.948 12.73 134.468 7.44 11346 90 CONCORD 1.8 ENE 35.4135,-80.564 675.853 0.009 5.905 0.004 2 0 CONCORD 4.5 SW 35.3647,-80.655 636.155 6.144 33.793 2.972 4 0 Site Photographs Prosperity Church Road Improvements SWE Project No. 23350081C = F II � M N _ j O �y k ,n X. A. 1 - 472 Location / Orientation Subject property / Facing north 1 Remarks Maintained space between road and sidewalk on eastern side of the subject property. ..; �" �e Stu WK a Location / Orientation Subject property / Facing north 2 Remarks Maintained space between road and sidewalk on eastern side of the subject property. Site Photographs Prosperity Church Road Improvements S&ME Project No. 23350081C X x, I :.a • ' • Location Orientation Subject property Facing east n AV r i` • Location Orientation Subject property Facing south I Site Photographs Prosperity Church Road Improvements S&ME Project No. 23350081C 1._ • h a„ • 1, l j 2 y Location Orientation Subject property Facing north -41 14, MW g1 - - � a R i l�JA2A tp. 14. Location Orientation Subject property Facing east • WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region Project/Site: Prosperity Church Road Site City/County: Mecklenburg Sampling Date: 11/3/2023 Applicant/Owner: Char -heck Stormwater Services State: NC Sampling Point: WA - UP Investigator(s): J. Lawler Section, Township, Range: S T R Landform (hillslope, terrace, etc.): Flat Local relief (concave, convex, none): Slope: 1.0% / 0.6 ° Subregion (LRR or MLRA): MLRA 136 in LRR P Lat.: 35.3761690 Long.: -80.7854370 Datum: Soil Map Unit Name: Helena sandy loam NWI classification: Are climatic/hydrologic conditions on the site typical for this time of year? Yes 0 No O (If no, explain in Remarks.) Are Vegetation ❑ , Soil ❑ , or Hydrology ❑ significantly disturbed? Are "Normal Circumstances" present? Yes * No O Are Vegetation ❑ , Soil ❑ , or Hydrology ❑ naturally problematic? (If needed, explain any answers in Remarks.) Summary of Findings - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes O No O Hydric Soil Present? Yes O No Is the Sampled Area Wetland Hydrology Present? Yes O No O within a Wetland? Yes O No O Remarks: Taken near woodland/roadside interface west of WA November 2023 site observations by D.Homans were consistent with the observations made here Hydrology Wetland Hydrology Indicators: Secondary Indicators (minimum of two reouired) Primary Indicators (minimum of one required; check all that apply) _ ❑ Surface Soil Cracks (B6) ❑ Surface Water (Al) ❑ True Aquatic Plants (B14) ❑ Sparsely Vegetated Concave Surface (B8) ❑ High Water Table (A2) ❑ Hydrogen Sulfide Odor (Cl) ❑ Drainage Patterns (B10) ❑ Saturation (A3) ❑ Oxidized Rhizospheres along Living Roots (0) ❑ Moss Trim Lines (B16) ❑ Water Marks (Bl) ❑ Presence of Reduced Iron (C4) ❑ Dry Season Water Table (C2) ❑ Sediment Deposits (B2) ❑ Recent Iron Reduction in Tilled Soils (C6) ❑ Crayfish Burrows (C8) ❑ Drift deposits (B3) ❑ Thin Muck Surface (C7) ❑ Saturation Visible on Aerial Imagery (C9) ❑ Algal Mat or Crust (B4) ❑ Other (Explain in Remarks) ❑ Stunted or Stressed Plants (Dl) ❑ Iron Deposits (B5) ❑ Geomorphic Position (D2) ❑ Inundation Visible on Aerial Imagery (B7) ❑ Shallow Aquitard (D3) ❑ Water -Stained Leaves (B9) ❑ Microtopographic Relief (D4) ❑ Aquatic Fauna (B13) ❑ FAC-neutral Test (D5) Field Observations: Surface Water Present? Yes O No Depth (inches): 0 Water Table Present? Yes O No Depth (inches): 24 Yes O No O Saturation Present? Yes O No OO Wetland Hydrology Depth (inches): 24 Present? includes capillary fringe Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Precip/WETS data obtained from Charlotte -Douglas Airport station. Remarks: Based on NRCS method, prior three-month period has been wetter than normal. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 VEGETATION (Five/Four Strata)- Use scientific names of plants. Dominant Sampling Point: WA - UP Tree Stratum (Plot size: 30' ) 1. Liguidambar styraciflua 2. Acer rubrum 3. Ulmus americana 4. Ouercus phellos 5. 6. 7. 8. Sapling-Sapling/Shrub Stratum (Plot size: 15' ) 1. Elaeagnus angustifolia 2. Ulmus americana 3. Diospyros virainiana 4. Ligustrum sinense 5. 6. 7. 8. 9. 10. Shrub Stratum (Plot size: ) 1. 2. 3. 4. 5. 6. 7. Herb Stratum (Plot size: 5' ) 1. Digitaria sanguinalis 2. Rubus argutus 3. Solidago canadensis 4. Microstegium vimineum 5. 6. 7. 8. 9. 10. 11. 12. Woody Vine Stratum (Plot size: 30' ) 1. Smilax rotundifolia 2. Toxicodendron radicans 3. Campsis radicans 4. Vitis rotundifolia 5. 6. Absolute �r .--. Rel.Strat. Indicator Dominance Test worksheet: Cover Cover Status Number of Dominant Species 30 0 63.8% FAC That are OBL, FACW, or FAC: 5 (A) 10 �/❑ 21.3% FAC Total Number of Dominant 5 ❑ 10.6% FACW Species Across All Strata: 7 (B) 2 ❑ 4.3% FAC 0 ❑ o.o% Percent of dominant Species That Are OBL, FACW, or FAC: 71.4% (A/B) 0 ❑ o.o% 0 ❑ o.o% Prevalence Index worksheet: 0 ❑ o.o% Total % Cover of: Multiply by: 47 = Total Cover OBL species 0 x 1 = 0 5 ❑ 29.4% FACU FACW species 10 x 2 = 20 5 0 29.4% FACW PAC species 89 x 3 = 267 5 0 29.4% FAC FACU species 77 x 4 = 308 2 ❑ 11.8% FACU UPL species 0 x 5= 0 0 ❑ 0.0% Column Totals: 176 (A) 595 (B) 0 ❑ o.o% Prevalence Index = B/A = 3.381 0 ❑ o.o°ro - Hydrophytic Vegetation Indicators: 0 ❑ 0.00/0 ❑ Rapid Test for Hydrophytic Vegetation 0 ❑ o.o% ❑ Dominance Test is > 50% 0 ❑ o.o% ❑ Prevalence Index is <_3.0 1 17 = Total Cover ❑ Morphological Adaptations 1 (Provide supporting 0 ❑ 0.00/0 data in Remarks or on a separate sheet) 0 ❑ 0.00/0 ❑ Problematic Hydrophytic Vegetation 1 (Explain) 0 ❑ 0.00/0 1 Indicators of hydric soil and wetland hydrology must 0 ❑ 0.00/0 be present, unless disturbed or problematic. Definition of Vegetation Strata: 0 ❑ o.00/o _ 0 ❑ 0.00/0 Four Vegetation Strata: 0 ❑ 0.00/0 _ Tree stratum - Consists of woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), 0 = Total Cover regardless of height. d❑ Sapling/shrub stratum - Consists of woody plants, excluding 50 58.8% FACU vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall. 5 ❑ 5.9% FACU Herb stratum - Consists of all herbaceous (non -woody) plants, 15 ❑ 17.6% FACU regardless of size, and all other plants less than 3.28 ft tall. 15 ❑ 17.6% FAC Woody vines - Consists of all woody vines greater than 3.28 ft El0.0% in height. 0 _ 0 ❑ o.00/o - Five Vegetation Strata: 0 ❑ 0.0% ❑ - Tree -Woody plants, excluding woody vines, approximately 20 0 0.00/0 ft (6 m) or more in height and 3 in. (7.6 cm) or larger in 0 ❑ 0.00/0 diameter at breast height (DBH). El - Sapling stratum - Consists of woody plants, excluding woody 0 0.0% vines, approximately 20 ft (6 m) or more in height and less 0 ❑ 0.00/0 than 3 in. (7.6 cm) DBH. 0 ❑ 0.00/0 Shrub stratum - Consists of woody plants, excluding woody - vines, approximately 3 to 20 ft (1 to 6 m) in height. 85 =Total Cover Herb stratum - Consists of all herbaceous (non -woody) plants, 15 d❑ 55.6% FAC including herbaceous vines, regardless of size, and woody species, except woody vines, less than approximately 3 ft (1 5 ❑ 18.5% FAC m) in height. 5 ❑ 18.5% FAC Woody vines - Consists of all woody vines, regardless of 2 ❑ 7.4% FAC height. 0 ❑ 0.0% _ Hydrophytic 0 ❑ 0.00/0 Vegetation Yes * No ❑ 27 =Total Cover Present? Remarks: (Include photo numbers here or on a separate sheet.) *Indicator suffm = National status or professional decision assigned because Regional status not defined by FWS. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 .Q Sampling Point: WA _ UP Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % TVDe 1 Locz Texture Remarks 0-12 5YR 4/6 100 Clay 1Type: C=Concentration. D=Depletion. RM=Reduced Matrix, CS=Covered or Coated Sand Grains zLocation: PL=Pore Lining. M=Matrix Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: ❑ Histosol (Al) ❑ Dark Surface (S7) ❑ 2 cm Muck (A10) (MLRA 147) ❑ Histic Epipedon (A2) ❑ Polyvalue Below Surface (S8) (MLRA 147,148) El Black Histic (A3) El Thin Dark Surface (S9) (MLRA 147, 148) El Coast Prairie Redox (A16) ❑ Hydrogen Sulfide (A4) ❑ Loamy Gleyed Matrix (F2) (MLRA 147,148) ❑ Piedmont Floodplain Soils (1`19) ❑ Stratified Layers (A5) ❑ Depleted Matrix (F3) (MLRA 136, 147) ❑ 2 cm Muck (A10) (LRR N) ❑ Redox Dark Surface (F6) ❑ Very Shallow Dark Surface (TF12) ❑ Depleted Below Dark Surface (All) ❑ Depleted Dark Surface (F7) ❑ Other (Explain in Remarks) ❑ Thick Dark Surface (Al2) ❑ Redox Depressions (F8) ❑ Sandy Muck Mineral (Sl) (LRR N, ❑ Iron -Manganese Masses (1`12) (LRR N, MLRA 147, 148) MLRA 136) ❑ Sandy Gleyed Matrix (S4) ❑ Umbric Surface (1`13) (MLRA 136, 122) ❑ Sandy Redox (S5) ❑ Piedmont Floodplain Soils (F19) (MLRA 148) 3 Indicators of vegetation and ❑ Stripped Matrix (S6) ❑ Red Parent Material (F21) (MLRA 127, 147) mushydrophytict wetland hydrology must be present, hydrology unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes O No Remarks: Soil is not hydric US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 U.S. Army Corps of Engineers OMB Control #: 0710-0024, Exp:1113012024 WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.• See ERDC/EL TR-12-9; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a) Project/Site: Prosperity Church Road Improvements City/County: Charlotte/Mecklenburg Sampling Date: 7/30/2023 Applicant/Owner: Charlotte Storm Water Services State: NC Sampling Point: WA Investigator(s): D. David Homans Section, Township, Range: Landform (hillside, terrace, etc.): slope Local relief (concave, convex, none): flat Slope (%): 2 Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.376118 Long:-80.785415 Datum: Soil Map Unit Name: Monacan Loam NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.) Are Vegetation X Soil or Hydrology X significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: Area has recently been mowed. Hydrology appeared to potentially be due to leaking subsurface water lines as significant flow was emerging from a slope area where groundwater emergence was unlikely. The Antecedent Precipitation Tool indicated that current conditions were drier than typical, and no rain had been recorded within the previous week. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (136) X Surface Water (Al) _True Aquatic Plants (1314) _Sparsely Vegetated Concave Surface (138) X High Water Table (A2) —Hydrogen Sulfide Odor (Cl) —Drainage Patterns (1310) X Saturation (A3) —Oxidized Rhizospheres on Living Roots (C3) —Moss Trim Lines (1316) —Water Marks (131) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _Recent Iron Reduction in Tilled Soils (C6) X Crayfish Burrows (C8) _ Drift Deposits (133) _Thin Muck Surface (C7) —Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (134) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) —Iron Deposits (135) —Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (137) —Shallow Aquitard (D3) X Water -Stained Leaves (139) _ Microtopographic Relief (D4) Aquatic Fauna (1313) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes x No Depth (inches): 2 Water Table Present? Yes X No Depth (inches): 0 Saturation Present? Yes X No Depth (inches): 0 Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: See above; surface water was actively flowing downslope and appeared to originate at a potential water line leak. ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: WA Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) % Cover Species? Status Dominance Test worksheet: 1 Number of Dominant Species 2. That Are OBL, FACW, or FAC: 4 (A) 3. Total Number of Dominant 4. Species Across All Strata: 4 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 100.0% (A/B) 7. Prevalence Index worksheet: =Total Cover Total % Cover of: Multiply by: 50% of total cover: 20% of total cover: OBL species 50 x 1 = 50 Sapling/Shrub Stratum (Plot size: 15 ) FACW species 15 x 2 = 30 1. FAC species 0 x 3 = 0 2. FACU species 0 x 4 = 0 3. UPL species 0 x 5 = 0 4. Column Totals: 65 (A) 80 (B) 5. Prevalence Index = B/A = 1.23 6. Hydrophytic Vegetation Indicators: 7. X 1 - Rapid Test for Hydrophytic Vegetation 8. X 2 - Dominance Test is >50% 9. X 3 - Prevalence Index is <_3.0' =Total Cover 4 - Morphological Adaptations' (Provide supporting 50% of total cover: 20% of total cover: data in Remarks or on a separate sheet) Herb Stratum (Plot size: 5 ) -Problematic Hydrophytic Vegetation' (Explain) 1. Typha latifolia 20 Yes OBL 'Indicators of hydric soil and wetland hydrology must be 2. Juncus effusus 15 Yes FACW present, unless disturbed or problematic. Definitions of Four Vegetation Strata: 3. Carex lurida 15 Yes OBL 4. Murdannia keisak 15 Yes OBL Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or 5. more in diameter at breast height (DBH), regardless of 6 height. 7. Sapling/Shrub -Woody plants, excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9 (1 m) tall. 10. Herb - All herbaceous (non -woody) plants, regardless 11. of size, and woody plants less than 3.28 ft tall. 65 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in 50% of total cover: 33 20% of total cover: 13 height. Woody Vine Stratum (Plot size: 30 ) 1. 2. 3. 4. 5. Hydrophytic =Total Cover Vegetation 50% of total cover: 20% of total cover: Present? Yes X No Remarks: (Include photo numbers here or on a separate sheet.) The wetland had recently been mowed, impairing species identification. Herbaceous species present at previous observations were used ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: WA Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks 0-5 5YR 4/6 95 10YR 5/1 5 RM M Loamy/Clayey 5-14 5YR 5/1 90 5YR 4/6 10 C M Loamy/Clayey Type: C=Concentration, D=Depletion, Hydric Soil Indicators: _ Histosol (Al) _ Histic Epipedon (A2) —Black Histic (A3) —Hydrogen Sulfide (A4) —Stratified Layers (A5) _2 cm Muck (A10) (LRR N) _ Depleted Below Dark Surface (A11: _Thick Dark Surface (Al2) —Sandy Mucky Mineral (S1) —Sandy Gleyed Matrix (S4) —Sandy Redox (S5) —Stripped Matrix (S6) Dark Surface (S7) Restrictive Layer (if observed): Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains _ Polyvalue Below Surface (S8) (MLRA 147, 148) _Thin Dark Surface (S9) (MLRA 147, 148) —Loamy Mucky Mineral (F1) (MLRA 136) —Loamy Gleyed Matrix (F2) X Depleted Matrix (F3) _ Redox Dark Surface (F6) —Depleted Dark Surface (F7) _ Redox Depressions(F8) _ Iron -Manganese Masses (F12) (LRR N, MLRA 136) _ Umbric Surface (F13) (MLRA 122, 136) _ Piedmont Floodplain Soils (F19) (MLRA 148) Red Parent Material (F21) (MLRA 127, 147, 148) 2Location: PL=Pore Lining, M=Matrix Indicators for Problematic Hydric Soils3: _2 cm Muck (A10) (MLRA 147) —Coast Prairie Redox (A16) (MLRA 147, 148) —Piedmont Floodplain Soils (F19) (MLRA 136, 147) —Red Parent Material (F21) (outside MLRA 127, 147, 148) _Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes X No ENG FORM 6116-4, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 Appendix III — Protected Species Documentation �r r March 18, 2024 United States Department of the Interior Fish and Wildlife Service — Asheville Field Office via email: boron hamstead@fws.gov 160 Zillicoa Street, Ste B Asheville, North Carolina 28801 Reference: Mr. Byron Hamstead Reference: Biological Assessment Prosperity Church Road Improvements Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C USFWS Project Code: 2024-0063409 Dear Mr. Hamstead: S&ME, Inc. (S&ME) is conducting an environmental review of a proposed road improvement project on behalf of Charlotte Storm Water Services. The information contained herein was prepared as part of an evaluation of potential impacts to migratory birds of conservation concern (BCC), threatened, endangered, and proposed species, and designated critical habitat. The proposed project is expected to comply with the National Environmental Policy Act (NEPA) through a Federal Aviation Administration (FAA) Categorical Exclusion (CE). This assessment was prepared in accordance with S&ME Proposal Number 23350051C, dated January 2, 2023. PROJECT DESCRIPTION The proposed project includes improvements to existing Prosperity Church Road, the construction of a sidewalk on the west side of the road, and the construction of a roundabout at the intersection of Prosperity Church Road and Prosperity Ridge Road ("project areas") located in Charlotte, Mecklenburg County, North Carolina. The proposed project areas are illustrated on the following figures and site photographs included in Attachment I of this report: Figure 1: Vicinity Map Figure 2: United States Geological Survey (USGS) Topographic Map Figure 3: Aerial Photograph Figure 4: LiDAR Topography Figure 5: USDA Soil Survey Site Photographs METHODOLOGY S&ME personnel generated a report of federally listed threatened, endangered, candidate, and/or proposed species known to occur in Mecklenburg County using the United States Fish and Wildlife Service (USFWS) Information for Planning and Consultation (IPaQ online service and the North Carolina Natural Heritage Program (NCNHP) species reviewer website. Results of this review are presented in Table 1 and Table 2. USFWS and Biological Assessment 4 Prosperity Church Road Improvements �� Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C NCNHP database reports are included in Attachment II. Federally listed threatened, endangered, and candidate species information and site habitat observations were reviewed to determine their likely occurrence within the project areas. Supporting information, including aerial photography, topography quadrangle maps, soil survey sheets, land use information, and data from the National Wetlands Inventory (NWI), was researched for the purpose of identifying soil types and vegetative communities. The NCNHP database was also consulted regarding documented Element Occurrences (EOs) for rare species, important natural communities, natural areas, and conservation/managed areas within a one -mile radius of, and including, the project areas. SITE DESCRIPTION On November 11, 2023, Mr. David Homans, an S&ME natural resources project scientist, conducted a biological assessment of the proposed project areas to identify potential habitat for federally listed threatened, endangered, and candidate species identified in the IPaC report. Habitat within the proposed project areas is maintained roadside that is cleared frequently and a wetland of approximately 0.058 acre. Maintained Roadside Maintained field was the dominant habitat within the proposed project areas. Prevalent vegetation included common turf grasses, white clover (Trifolium repens), hairy crabgrass (Digitaria sanguinalis), wild onion (Allium canadense), common dandelion (Taraxacum officinale), tall goldenrod (Solidago altissima), wood sorrel (Oxalis stricta), and Rugel's plantain (Plantago rugelii). No woody vegetation was present within the maintained field habitat. Wetland Wetland habitat occupied a section near the center of the project area. Prevalent vegetation included common wetland graminoids, bird's eye speedwell (Veronica persica), and hairy bittercress (Cardamine hirsuta). SITE SOILS According to the Soil Survey Data (Figure 5, Attachment 1), mapped soils within the proposed project areas are as follows: Cecil sandy clay loam, 2 to 8 percent slopes, moderately eroded (Ce132) Helena sandy loam, 2 to 8 percent slopes (HeB) MIGRATORY BIRDS OF CONSERVATION CONCERN The following migratory BCC information is intended to identify proposed project areas land use that may be related to potential impacts to migratory BCC. The IPaC database report included a Resource List (Attachment 11) which addresses migratory BCC and their probability of presence on the proposed project area. The IPaC report identified the following migratory BCC that could occur within the proposed project areas, listed below in Table 1 March 18, 2024 Biological Assessment Prosperity Church Road Improvements Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C Table 1— Migratory BCC for Mecklenburg County Common Name Bald Eagle* Scientific Name Heliaeetus leucocephalus Breeding Season September 1 to July 31 Chimney Swift Chaetura pelagica March 15 to August 25 Eastern Whip -poor -will Antostomas vociferus Mau 1 to August 20 Prothonotary Warbler Protonotaria citrea April 1 to July 31 Red-headed Woodpecker Melanerpes erythrocephalus May 10 to September 10 Rusty Blackbird Euphagus carolinus Breeds elsewhere Wood Thrush Hylocichla mustelina May 10 to August 31 *Not a migratory BCC within the project area but warrants attention because of the Eagle Act and potential susceptibilities from certain types of development or activities. No migratory BCC, including the bald eagle, were observed during the biological assessment. The USGS quadrangle map, aerial photographs including Google Earth imagery, and generated IPaC and NCNHP database reports (Attachment II) were reviewed to determine the general land uses within a one -mile radius of the project areas. The surrounding land use within the one -mile search radius is largely residential with scattered commercial properties. Clarks Creek and Stoney Creek are surface water features located within a one -mile radius that could be conducive to migratory bird concentrations. Impacts to these features associated with the proposed project are not anticipated. SPECIES EVALUATION The IPaC report indicated that no designated critical habitat has been reported within the project areas. NCNHP maintains a database of EOs for federal- and state -listed species, rare species, natural communities, natural areas, and conservation/managed areas in the state of North Carolina. The NCNHP database did not identify EOs of federally listed threatened, endangered, candidate species; natural areas; or natural areas within the proposed project areas, or within a one -mile radius. The NCNHP report identified the following element occurrences within a one -mile radius of the project areas: Delphinium exaltatum (Tall Larkspur); State Threatened; EO ID 13743 Sceptridiumjenmanii (Alabama Grape -fern); State Special Concern Vulnerable; EO ID 33285 The NCNHP report identified the following managed areas located within a one -mile radius of the project areas: City of Charlotte Open Space owned by the City of Charlotte The following open spaces owned by Mecklenburg County: Mecklenburg County Open Space - Clarks Creek Greenway Mecklenburg County Open Space - Eastfield Park Mecklenburg County Open Space - Mallard Creek Park March 18, 2024 Biological Assessment Prosperity Church Road Improvements Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C The IPaC report identified federally listed threatened, endangered, and candidate species that could occur within the proposed project areas. These species are listed in the following table: Table 2 — Federally Listed Threatened, Endangered, and Candidate Species for Mecklenburg County Common Name Bald Eagle Scientific Name Haliaeetus leucocephalus Federal Listing Bald & Golden Eagle Protection Act Tricolored Bat Perimyotis subflavus Proposed Endangered Monarch Butterfly Danaus plexippus Candidate Michaux's Sumac Rhus michauxii Endangered Schweinitz's Sunflower Helianthus schweinitzii Endangered Smooth Coneflower Echinacea laevigata Threatened Bald Eagle BIOLOGICAL DETERMINATION: NO EAGLE ACT PERMIT REQUIRED This large raptor has characteristic adult plumage consisting of a white head and tail with a dark brown body. Juvenile eagles are completely dark brown and do not fully develop its majestic white head and tail until the fifth or sixth year. Adults average about three feet from head to tail, weigh approximately 10 to 12 pounds and have a wingspan that can reach seven feet. Generally, female bald eagles are larger than the males. A typical bald eagle nest is constructed in pine or cypress trees. They consist of large sticks and are lined with soft materials such as pine needles and grasses. The nests are very large, measuring up to six feet across and weighing hundreds of pounds. Nesting and feeding sites are generally in the vicinity of large bodies of open water (coastlines, rivers, large lakes). Bald eagle nesting territories range from 2.5 square miles up to 15 square miles. No large surface water bodies that could support the bald eagle were observed within the project areas. No bald eagles, bald eagle nests, or pine or cypress trees that could provide suitable nesting habitat were observed during the habitat assessment. Accordingly, no Eagle Act Permit is required for the project as proposed. Tricolored Bat BIOLOGICAL DETERMINATION: NOT APPLICABLE TO PROPOSED SPECIES The tricolored bat is a small bat species reaching between two and three inches in length. The tricolored bat is named after the coloration of each strand of hair, which is dark at the base, blends to yellow midshaft, and ends in a brown tip. The species' current range is eastern North America, though the tricolored bat is in great decline from its historic range and population numbers. The tricolored bat is a generalist feeder that preys on insects using echolocation. The tricolored bat hibernates in caves or abandoned mines. This species is known to hibernate in man-made structures such as road -side culverts. During spring, summer, and fall seasons the tricolored bat roosts in trees and leaf clusters. The tricolored bat tends to hibernate alone and roost singly, though has been known to share hibernacula with other bat species. March 18, 2024 4 Biological Assessment Prosperity Church Road Improvements Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C Owls, raccoons, snakes, hawks, and feral cats, among other species, are predators of the tricolored bat. Threats to the tricolored bat include habitat degradation, human disturbance of hibernacula, and a lack of knowledge of their ecology needed to inform management plans. The NCNHP database query identified no known hibernation sites and/or roost trees. No suitable habitat for the tricolored bat exists within the project areas. Since the tricolored bat is not federally protected at this time, a biological determination is not applicable to this species. However, due to the lack of habitat within the project areas and because no trees will be removed for the project, the project should have no effect upon this species. Monarch Butterfly BIOLOGICAL DETERMINATION: NOT APPLICABLE TO CANDIDATE SPECIES The monarch butterfly is a stunning bright orange insect with scattered white dots and black vein -like markings. The monarch butterfly's scientific name, Danaus plexippus, translated in Greek means "sleepy transformation" in reference to the species hibernation and metamorphosis. The monarch butterfly is also one of the few insect species that migrate. Monarch butterflies fly up to 2,500 miles from their breeding grounds in the United States and Canada to their overwintering spots in central Mexico. Monarch butterfly habitat includes fields, roadsides, and other open areas. Monarch butterflies require flowering plants within these habitats to feed on their nectar. Monarch butterflies breed in areas with milkweed, the host plant for their larva. No milkweed or individuals of the Monarch butterfly were observed during the assessment. The proposed project area does not contain suitable habitat for the monarch butterfly. A biological determination for the monarch butterfly is not applicable to the proposed project as the monarch butterfly is a candidate species. Michaux's Sumac BIOLOGICAL DETERMINATION: NO EFFECT Michaux's Sumac is a federally endangered shrub endemic to the coastal plain and piedmont of Virginia, North Carolina, South Carolina, Georgia, and Florida. It is a rhizomatous, densely hairy shrub, with erect stems from 1 - 3 feet (ft) (30.5 — 91 centimeters, cm) in height. The compound leaves contain evenly serrated, oblong to lanceolate, acuminate leaflets. Most plants are unisexual; however, more recent observations have revealed plants with both male and female flowers on one plant. The flowers are small, borne in a terminal, erect, dense cluster, and colored greenish yellow to white. Flowering usually occurs from June to July; while the fruit, a red drupe, is produced through the months of August to October. Michaux's Sumac grows in sandy or rocky open woods in association with basic soils. Apparently, this plant survives best in areas where some form of disturbance has provided an open area. Several populations in North Carolina are on highway rights -of way, roadsides, or on the edges of artificially maintained clearings. Two other populations are in areas with periodic fires, and two populations exist on sites undergoing natural succession. One population is situated in a natural opening on the rim of a Carolina bay. March 18, 2024 Biological Assessment Prosperity Church Road Improvements Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C The project area is regularly maintained, and no suitable habitat exists within the project area. The project area does not extend into the woody vegetation adjacent to the roadside clearings. Accordingly, future development of the project is expected to have no effect on Michaux's Sumac. Schweinitz's Sunflower BIOLOGICAL DETERMINATION: NO EFFECT Schweinitz's sunflower is a federally endangered wildflower species native to the piedmont regions of North and South Carolina. Its inflorescences are comprised of relatively small yellow disk flowers and yellow ray flowers. Schweinitz's sunflower has purple stems and slightly rough leaves; this sunflower provides nectar to pollinators such as insects, small mammals, and songbirds. It also serves as a larval host plant for the silvery checkerspot butterfly (Chlosyne nycteis), meaning it provides the nutrients silvery checkerspot caterpillars need to grow and develop. This species prefers habitat with dry, well -drained soils and full sunlight. This species relies on regular disturbance, such as fire or grazing wildlife, to maintain its preferred habitat. Schweinitz's sunflower is found along roadsides, forest openings, and utility easements. The project area is regularly maintained, and no suitable habitat exists within the project area. No individuals of Helianthus genus were observed within the project areas during the assessment. Accordingly, future development of the project is expected to have no effect on Schweinitz's sunflower. Smooth Coneflower BIOLOGICAL DETERMINATION: NO EFFECT Smooth coneflower is a federally threatened wildflower species. The reported historical range included Pennsylvania, Maryland, Virginia, North Carolina, South Carolina, Georgia, Alabama, and Arkansas. When the plant was classified as endangered on October 8, 1992, it was known to survive only in Virginia, North Carolina, South Carolina, and Georgia. The plants known from Alabama and Arkansas were determined to be misidentifications and the plants from Maryland and Pennsylvania were determined to be waifs, or non -natural populations. Smooth coneflower is a perennial herb that will live for more than two years. It is not to be confused with its close relative and commercially available purple coneflower, Echinacea purpurea, both within the Asteraceae/Compositae (aster) family. Echinacea is a group of herbaceous flowering plants with nine species, known as coneflowers for their iconic high dome, or cone -shaped seed head. Smooth coneflower is a sun -loving herb that depends on periodic fires to reduce the shade and competition of woody plants. Smooth coneflower is typically found in open woods, glades, cedar barrens, roadsides, clearcuts, dry limestone bluffs, and power line rights -of -way, usually on magnesium and calcium rich soils associated with amphibolite, dolomite or limestone (in Virginia), gabbro (in North Carolina and Virginia), diabase (in North Carolina and South Carolina), and marble (in South Carolina and Georgia). Smooth coneflower occurs in plant communities that have been described as very dry hardpan forests, diabase glades or dolomite woodlands. Optimal sites are characterized by abundant sunlight and little competition in the herbaceous layer. March 18, 2024 Biological Assessment Prosperity Church Road Improvements Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C The project area is regularly maintained, and no suitable habitat exists within the project area. No individuals of Echinacea genus were observed within the project areas during the assessment. Accordingly, future development of the project is expected to have no effect on smooth coneflower. CONCLUSIONS Based on the readily available information and field review of habitat conditions within the project areas, a no effect determination is expected for federally listed species included in this biological assessment (Table 2). A biological determination is not warranted for the tricolored bat or the monarch butterfly, as they are not federally listed as threatened or endangered. If there are questions concerning the assessment, please contact Layla Tallent at 828-449-9982 or laylatallent@smeinc.com. Sincerely, SWE, Inc. Layla Tallent Natural Resources Staff Scientist I r� Sarah Rowe, P.W.S. Senior Reviewer/Natural Resources Project Scientist March 18, 2024 7 Biological Assessment Attachments: Attachment I Figure 1 —Vicinity Map Figure 2 — USGS Topographic Map Figure 3 — Aerial Photograph Figure 4 — LiDAR Topography Figure 5 — USDA Soil Survey Site Photographs Attachment II USFWS IPaC Database Report USFWS Resource List NCNHP Database Report Prosperity Church Road Improvements Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C March 18, 2024 Attachments Attachment I • Figure 1 — Vicinity Map • Figure 2 - USGS Topographic Map / National Wetland Inventory Mapping • Figure 3 - Site Map • Figure 4 - 2014 Liar Topography • Figure 5 - USGS Soil Survey • Site Photographs WM-Mg— CFNOREH I ^s �• f III �`� �``� ------------ c f s Site Photographs Prosperity Church Road Improvements Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C M N O - N \ r In � c .: h M G k%( '3: T O s a Location / Orientation Subject property / Facing north 1 Remarks Maintained space between road and sidewalk on eastern side of the subject property. N O MAI 0 r''A i YY!}R •i � �� ry I , i` s - Ol s a Location / Orientation Subject property / Facing north 2 Remarks Maintained space between road and sidewalk on eastern side of the subject property. Site Photographs Prosperity Church Road Improvements Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C 0 U1 a-+ >_ O U1 s Q Ol O O s a Location / Orientation Subject property / Facing east 3 Remarks Maintained lawn on eastern side of subject property. I'( 7 N r � 0 c E O - 0 v s of O O s a Location / Orientation Subject property / Facing south 4 Wetland WA representing wetland habitat within the Remarks subject property. Site Photographs Prosperity Church Road Improvements Charlotte, Mecklenburg County, North Carolina S&ME Project No. 23350081C .. o u � M0.ti d � �+ —' ✓� � 13 � {`" ��d 1. 1 i k` .4,��✓k"� �1 lei' � '-�� Y'C 5� -� & P AY -S 4 k�a -� '�� '4 - � i•n cU v �{ t ( Location Orientation Subject property Facing north h Y4K4 •:' • Location Orientation Subject property Facing east • Attachment II USFWS IPaC Database Report USFWS Resource List NCNHP Database Report United States Department of the Interior FISH AND WILDLIFE SERVICE Asheville Ecological Services Field Office 160 Zillicoa Street, Suite B Asheville, NC 28801-1082 Phone: (828) 258-3939 Fax: (828) 258-5330 In Reply Refer To: 03/15/2024 13:45:26 UTC Project Code: 2024-0063409 Project Name: Prosperity Church Road Improvements 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 enclosed species list 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 IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through IPaC by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological Project code: 2024-0063409 03/15/2024 13:45:26 UTC evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: https://www.fws.gov/sites/default/files/documents/ endan ered-species-consultation-handbook.pdf Migratory Birds: In addition to responsibilities to protect threatened and endangered species under the Endangered Species Act (ESA), there are additional responsibilities under the Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from project -related impacts. Any activity, intentional or unintentional, resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more information regarding these Acts, see Migratory Bird Permit I What We Do I U.S. Fish & Wildlife Service (fws.gov). The MBTA has no provision for allowing take of migratory birds that may be unintentionally killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to comply with these Acts by identifying potential impacts to migratory birds and eagles within applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan (when there is no federal nexus). Proponents should implement conservation measures to avoid or minimize the production of project -related stressors or minimize the exposure of birds and their resources to the project -related stressors. For more information on avian stressors and recommended conservation measures, see https://www.fws.gov/library/collections/threats-birds. In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities that might affect migratory birds, to minimize those effects and encourage conservation measures that will improve bird populations. Executive Order 13186 provides for the protection of both migratory birds and migratory bird habitat. For information regarding the implementation of Executive Order 13186, please visit https://www.fws. ov/partner/council-conservation- mi ratory-birds. 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 Code in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): • Official Species List 2of7 Project code: 2024-0063409 03/15/2024 13:45:26 UTC 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: Asheville Ecological Services Field Office 160 Zillicoa Street, Suite B Asheville, NC 28801-1082 (828) 258-3939 3 of 7 Project code: 2024-0063409 03/15/2024 13:45:26 UTC PROJECT SUMMARY Project Code: 2024-0063409 Project Name: Prosperity Church Road Improvements Project Type: Road/Hwy - Maintenance/Modification Project Description: improvements to existing road and construction of a roundabout Project Location: The approximate location of the project can be viewed in Google Maps: https: www. google.com/maps/(a)35.37618725,-80.78530011752099,14z ti Te. SMppFa Counties: Mecklenburg County, North Carolina 4of7 Project code: 2024-0063409 03/15/2024 13:45:26 UTC ENDANGERED SPECIES ACT SPECIES There is a total of 5 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 Fisheriesi, 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. 5 of 7 Project code: 2024-0063409 03/15/2024 13:45:26 UTC MAMMALS NAME STATUS Tricolored Bat Perimyotis subflavus Proposed No critical habitat has been designated for this species. Endangered Species profile: https:Hecos.fws.gov/ecp/species/10515 INSECTS NAME STATUS Monarch Butterfly Danaus plexippus Candidate No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/9743 FLOWERING PLANTS NAME STATUS Michaux's Sumac Rhus michauxii Endangered No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/5217 Schweinitz's Sunflower Helianthus schweinitzii Endangered No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/3849 Smooth Coneflower Echinacea laevigata Threatened No critical habitat has been designated for this species. Species profile: https:Hecos.fws.gov/ecp/species/3473 CRITICAL HABITATS THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. YOU ARE STILL REQUIRED TO DETERMINE IF YOUR PROJECT(S) MAY HAVE EFFECTS ON ALL ABOVE LISTED SPECIES. 6of7 Project code: 2024-0063409 03/15/2024 13:45:26 UTC IPAC USER CONTACT INFORMATION Agency: Charlotte city Name: Layla Tallent Address: 2016 Ayrsley Town Blvd, Suite 2-A City: Charlotte State: NC Zip: 28273 Email laylatallent@smeinc.com Phone: 7045234726 7of7 INC Explore Location resources https:Hipac.ecosphere.fws.gov/location/JQUIOBIQC5AN7CPZW3E... IPaC IPaC resource list U.S. Fish & Wildlife Service This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the project area referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly affected by activities in the project area. However, determining the likelihood and extent of effects a project may have on trust resources typically requires gathering additional site -specific (e.g., vegetation/ species surveys) and project -specific (e.g., magnitude and timing of proposed activities) information. Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction in the defined project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for additional information applicable to the trust resources addressed in that section. Location Mecklenburg County, North Carolina Local office Asheville Ecological Services Field Office t. (828) 258-3939 JJJ (828) 258-5330 1 of 15 3/15/2024, 9:38 AM tPaC: Explore Location resources https: //ipac. eco sphere.fws. gov/location/JQUIOBIQC5AN7CPZW3E... 160 Zillicoa Street, Suite B Asheville, NC 28801-1082 O00,0\" Foy . cv G�NJ 2 of 15 3/15/2024, 9:38 AM INC: Explore Location resources https:Hipac.ecosphere.fws.gov/location/JQUIOBIQC5AN7CPZW3E... Endangered species The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly affected by activities in that area (e.g., placing a dam upstream of a fish population even if that fish does not occur at the dam site, may indirectly impact the species by reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To fully determine any potential effects to species, additional site -specific and project -specific information is often required. Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any species which is listed or proposed to be listed may be present in the area of such proposed action" for any project that is conducted, permitted, funded, or licensed by any Federal agency. A letter from the local office and a species list which fulfills this requirement can only be obtained by requesting an official species list from either the Regulatory Review section_.in IPaC (see directions below) or from the local field office directly. N For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official species list by doing the following: 1. Draw the project location and click CONTINUE. 2. Click DEFINE PROJECT. 3. Log in (if directed to do so). 4. Provide a name and description for your project. 5. Click REQUEST SPECIES LIST. Listed speciesl and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries). Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA Fisheries for species under theirjurisdiction. 1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or proposed, for listing. See the listing status page for more information. IPaC only shows species that are regulated by USFWS (see FAQ). 2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an 3 of 15 3/15/2024, 9:38 AM INC: Explore Location resources https: //ipac. eco sphere.fws. gov/location/JQUIOBIQC5AN7CPZW3E... office of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following species are potentially affected by activities in this location: Mammals m.r Tricolored Bat Perimyotis subflavus Wherever found No critical habitat has been designated for this species. htt s://ecos.fws.gQvL€cp-/5pecies/1 Q515 Insects STATUS Proposed Endangered NAME STATUS Monarch Butterfly Danaus plexippus Candidate �► Wherever found N❑ critical habitat has been designated for this species. https://ecos.fws.gov/ecp/ pecies/9743 Flowering Plants .0 NAME STATUS Michaux's Sumac Rhus �Chauxii Wherever found' %,0, `f N❑ critical habitat has been designated for this species. hops:Ilecos w-s.ggyl-upspecies/5217 Schweinitz's Sunflower i-leHanthus schweinitzii Whereverfound No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/3849 Smooth Coneflower Echinacea laevigata Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/3473 Critical habitats Endangered Endangered Threatened Potential effects to critical habitat(s) in this location must be analyzed along with the 4 of 15 3/15/2024, 9:38 AM INC: Explore Location resources endangered species themselves. https:Hipac.ecosphere.fws.gov/location/JQUIOBIQC5AN7CPZW3E... There are no critical habitats at this location. You are still required to determine if your project(s) may have effects on all above listed species. Bald & Golden Eagles Bald and golden eagles are protected under the Bald and Golden Eagle Protection Act' and the Migratory Bird Treaty Actz. Any person or organization who plans or conducts activities that may result in impacts to bald or golden eagles, or their habitats, should follow appropriate regulations and consider implementing appropriate conservation measures, as described in the links below. Specifically, please review the "Supplemental Information on Migratory Birds and Additional information can be found using the following links: ■ Eagle Management https://www.fws.gov/program/eagle-management • Measures for avoiding and minimizing impacts to birds b-Ups://www.fws.gov/libraryl co I lecti o ns/avoid i ng-and-minimizing-i ncid e nta I -take -migratory -birds • Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/ documents/nationwide-standard-conservation-measu res. pdf • Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/ me is/supplemental-information-migratory-birds-and-bald-and-go den -eagles -may_ occu r-project-action There are likely bald eagles present in your project area. For additional information on bald eagles, refer to Bald Eagle Nesting and Sensitivity to Human Activity_ For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, see the PROBABILITY OF PRESENCE SUMMARY below to see when these birds are most likely to be present and breeding in your project area. ►�f BREEDING SEASON 5 of 15 3/15/2024, 9:38 AM INC: Explore Location resources https: //ipac. eco sphere.fws. gov/location/JQUIOBIQC5AN7CPZW3E... Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to jul 31 This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https://ecos.fws.gov/ecptspecies/1626 Probability of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. �14f Probability of Presence( ) 0< t*A�6 Each green bar represents the bird's relative probability of presence in the 1Okm grid ceIl(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated? The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. To see a bar's probability of presence score, simply hover your mouse cursor over the bar. Breeding Season( ) 6 of 15 3/15/2024, 9:38 AM IPaC: Explore Location resources https: //ipac. eco sphere.fws. gov/location/JQUIOBIQC5AN7CPZW3E... Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort ( ) Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. To see a bar's survey effort range, simply hover your mouse cursor over the bar. No Data (—) A week is marked as having no data if there were no survey events for that week. Survey Timefrarne Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas_ 3 is currently much more sparse. \ so'l probability of presence breeding season I survey effort — no data SPECIES JAN FEB WAR APR N?Av JON JUI. AUG SEP BaldNon Eagle I I I I I I 1111 Ili a = I I Non -BCC Non Vulnerable OCT NOV DEC What does IPaC use to generate the potential presence of bald and golden eagles in my specified location? The potential for eagle presence is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply). To see a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator (RAIL) Tool. What does IPaC use to generate the probability of presence graphs of bald and golden eagles in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC). and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey_, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. 7 of 15 3/15/2024, 9:38 AM INC: Explore Location resources https: //ipac. eco sphere.fws. gov/location/JQUIOBIQC5AN7CPZW3E... Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator (RAIL) Tool. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Please contact your local Fish and Wildlife Service Field Office if you have questions. Migratory birds Certain birds are protected under the Migratory Bird Treaty Act' and the Bald and Golden Eagle Protection Actz. ^ -N Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats3 should follow appropriate regulations and consider implementing appropriate conservation measures, as described in the links below. Specifically, please review the "Supplemental information on Migratory Birds and Eagles". %.I CN" 1. The Migratory Birds Treaty Act of 1918. Additional information can be found using the following links: • Eagle Management baps:/Iwww.fws.gQylpmgramleagle-magagement • Measures for avoiding and minimizing impacts to birds https://www.fws.gQv/library) co I lecti ons/avoiding-and-minimizing-i ncid e nta I -take -migratory -birds • Nationwide conservation measures for birds tips://www.fws.gov/sites/default/fLes1 documents/nationwide-standard-conservation-measu res. pdf • Supplemental Information for Migratory Birds and Eagles in IPaC https://www.fws.gov/ media/supplemental-information-migratory-birds-and-bald-and-golden-eagles-may_ occur -project -action The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic 8 of 15 3/15/2024, 9:38 AM tPaC: Explore Location resources https: //ipac. eco sphere.fws. gov/location/JQUIOBIQC5AN7CPZW3E... Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, see the PROBABILITY OF PRESENCE SUMMARY below to see when these birds are most likely to be present and breeding in your project area. NAME Bald Eagle Haliaeetus leucocephalus This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https://ecos.fws.gov/ecplspecies/1625 BREEDING SEASON Breeds Sep 1 to jul 31 Chimney Swift Chaetura pelagica Breeds Mar 15 to Aug 25 This is a Bird of Conservation Concern (BCC) throughout its %00 range in the continental USA and Alaska. � eo"N" Eastern Whip -poor -will Antrostomus vociferus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Prothonotary Warbler Protonotaria citrea This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. V*44 Red-headed Woodpecker Melanerpes erythrocephalus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Breeds May 1 to Aug 20 Breeds Apr 1 to Jul 31 Breeds May 10 to Sep 10 Rusty Blackbird Euphagus carolinus Breeds elsewhere This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA Wood Thrush Hylocichla mustelina This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Breeds May 10 to Aug 31 9 of 15 3/15/2024, 9:38 AM INC: Explore Location resources https:Hipac.ecosphere.fws.gov/location/JQUIOBIQC5AN7CPZW3E... Probability of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read "Supplemental Information on Migratory Birds and Eagles", specifically the FAQ section titled "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence( ) Each green bar represents the bird's relative probability of presence in the 1Okm grid ceIl(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated? The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. To see a bar's probability of presence score, simply hover your mouse cursor over the bar. Breeding Season ( Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort ( ) Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The 10 of 15 3/15/2024, 9:38 AM tPaC: Explore Location resources https:Hipac.ecosphere.fws.gov/location/JQUIOBIQC5AN7CPZW3E... number of surveys is expressed as a range, for example, 33 to 64 surveys. To see a bar's survey effort range, simply hover your mouse cursor over the bar. No Data( ) A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. probability of presence breeding season I survey effort -- no data SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP 0( r NOV DEC Bald Eagle 11 I I I 1 1 1 I I 1 j Jill 1 1 1 1 1 1 1 1 1 1., f l 1 1 1 1 �_�+ 11 1 1 1 1 Non -BCC I Vulnerable chimney +-Ftt +ttt l I I I 11. 1 .l..l..l.,1.1 1. 1. I. 1 111 1 j! IT TT I I- ++++ ++++ Swift BCC Rangewide (CON) Eastern I II t t t F I I t I I Whip -poor - will BCC Rangewide (CON) <000 0 f I Prothonotary ll'{I �I'�i iif� 111f f111 II1.1 1flj 11+1 11{1 11+4 Jill 1111 Warbler BCC Rangewide (CON) II Red-headed 1 1 l i I 1 1 11*+ ++T Jill 1 1 1 1 I i 1 1 I f f l 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 Woodpecker I II I I I BCC Rangewide (CON) Rusty I 1 I r ++++ +0++ ++++ ++++ ++++ ++++ ++++ ++++ +++0 ++++ ■ 1 I 1 Blackbird BCC - BCR Wood I 1 I I- ++++ ++++ +011 J111 Jill '++ 1 +++1 ++++ +m++ ++++ + 1 I 1 Thrush BCC Rangewide (CON) 11 of 15 3/15/2024, 9:38 AM INC: Explore Location resources https: //ipac. eco sphere.fws. gov/location/JQUIOBIQC5AN7CPZW3E... Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the list of migratory birds that potentially occur in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator {RAIL} Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey,. Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering or migrating in my area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may query your location using the RAIL Tool and look at the range maps provided for birds in your area at the bottom of the profiles provided for each bird in your results. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. 12 of 15 3/15/2024, 9:38 AM INC: Explore Location resources What are the levels of concern for migratory birds? https: //ipac. eco sphere.fws. gov/location/JQUIOBIQC5AN7CPZW3E... Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or (for non -eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics Details about birds that are potentially affected by offshore projects 4 P�** For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the NO_AA NCCOS Integrative Statistical Modeling and Predictive Mapping _of_M_arine_Birci_Distributions and Abundance -on the Atlantic_Quter Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study_ and the nanotag studies or contact Caleb SpjkgEj� or Pam Loring. 01, *Ak 4 What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of 13 of 15 3/15/2024, 9:38 AM IPaC: Explore Location resources https: //ipac. eco sphere.fws. gov/location/JQUIOBIQC5AN7CPZW3E... data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. Facilities National Wildlife Refuge lands 'or NON . Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. % A There are no refuge lands at this location. 4,.7 Fish hatcheries r 1CO uiq There are no fish hatcheries at this location. 11�*4( ) N Wetlands in the National Wetlands Inventory (NWI) Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. This location did not intersect any wetlands mapped by NWI. 14 of 15 3/15/2024, 9:38 AM IPaC: Explore Location resources https: //ipac. eco sphere.fws. gov/location/JQUIOBIQC5AN7CPZW3E... NOTE: This initial screening does not replace an on -site delineation to determine whether wetlands occur. Additional information on the NWI data is provided below. Data limitations The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland boundaries or classification established through image analysis. The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping problems. 4 Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in polygon boundaries or classifications between the information depicted on the map and the actual conditions on site. _ Data exclusions .0-14 Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go undetected by aerial imagery. Data precautions Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that used in this inventory. There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate Federal, state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities. 15 of 15 3/15/2024, 9:38 AM RoV Cooper. Governor `■0■X INC DEPARTMENT OF ■i�■� NATURAL AND CULTURAL RESOURCES ■ ■■■ Ashley Bentz S&ME, Inc. 3201 Spring Forest Road Raleigh, NC 27616 RE. Prosperity Church Road Dear Ashley Bentz. March 15, 2024 Improvements, 23350081C 1). Reid Wilson, Secretary M!Ay Buchanan Deputy Director, Hatwal Hevilage ftograrn NCNHDE-25305 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 the NCNHP at natural.heritageLdncr.nc.gov. Sincerely, NC Natural Heritage Program DEPARTMENT OF NATURAL AND CULTURAL RESOURCES 1-1 W. JOt4ES STREET. RALElG1A. NC 27603 • 1GS1 MAIL SEWCE CENTER_ RALEIGH. NC 27690 . & OFC 919.707.g120 • FAX 919.707.9i21 Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area Prosperity Church Road Improvements Project No. 23350081C March 15, 2024 NCNHDE-25305 Element Occurrences Documented Within a One -mile Radius of the Project Area Taxonomic EO ID Scientific Name Common Name Element Group Observation Occurrence Date Rank Vascular Plant 13743 Delphinium exaltatum Tall Larkspur 1800s Hi? Vascular Plant 33285 Sceptridium jenmanii Alabama Grape -fern 1936-09 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 City of Charlotte Open Space City of Charlotte Mecklenburg County Open Space - Clarks Creek Mecklenburg County Greenway Mecklenburg County Open Space - Eastfield Park Mecklenburg County Mecklenburg County Open Space - Mallard Creek Mecklenburg County Park 2 Accuracy 0 5-Very Low 5-Very Low Federal State Status Status f i --- Threatened Owner Type = Local Government Local Government Local Government Local Government Global State Rank Rank G3 S2 --- Special G3G4 S2 Concern Vulnerable Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.org/helr). Data query generated on March 15, 2024; source: NCNHP, Winter (January) 2024. 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 NCNHDE-25305: Prosperity Church Road Improvements X 'q5tfn r a w n v n 3 `o v Hlghkand Creek FL�,� aSL`,�IdRd a Golf Club ti b Sp7 fr a 86f jr Barrow Rd ]ahnsion Gehler Rd �855 ft o 1- O n�� yr^ ?AysY 'fi+ Zi w 028 11 Miles 8 =• March 15, 2024 Managed Area (MAREA) Buffered Project Boundary QProject Boundary Esll, NASA, NGA, USGS, FEMA Cal: rr s Cwnty Government, rn cknc, State of North Carolina DOT, Esn, TwTom, Go mm, Saf,,00ph. GeoTechriologles. Inc, MEDYNASA USGS. EPA, NPS, US Census Bureau, USDA, USF44S Page 3 of 3 Appendix IV - Cultural Resources Documentation a Q. N , F% APO C Hus a Eastfold McGin q ` Qry ` tits°` Regional . Park a � 0 qw Q C /'a ao O IVQ Creek � PkWi C L) J 3 *e8aYOr Highland -n �. Creek GclfClub y i a a min e06 Mil a ; e Ridge 4RP m RtdB Road i'� E W a � C Middh a MK1541 Edgewood Plantation Farm Housel o � �K1541 Edgewood Plantation 5 Farm House 1995 w '3�- ` z �3f P,Q' O ✓QS �� lalali3rd U ,�d Cteek a �. U Hgh 7 0 gi peat�� o o O� K LEGEND Q SUBJECT PROPERTY SL DISTRICTS & BOUNDARIES N STUDY LIST BOUNDARY NR INDIVIDUAL RESOURCES & CENTERPOINTS BOTH SL AND DETERMINED ELIGIBLE BOUNDARY 0 NR INDIVIDUAL LISTING 0 NR LISTING, GONE DOE INDIVIDUAL RESOURCES & CENTERPOINTS ' NRHD CENTER POINT Ak DETERMINED ELIGIBLE U• DOE, GONE o NR DISTRICTS & BOUNDARIES A SL AND DOE 0 m NATIONAL REGISTER BOUNDARY Ak BOUNDARY OF DESTROYED/REMOVED NR LISTING SL AND DOE, GONE ' DOEHD CENTER POINT REFERENCE: NORTH CAROLINA SL INDIVIDUAL RESOURCES & CENTERPOINTS SLDOEHD CENTER POINT HPOWEB 2.0 DATASET Q BASE DATA WAS OBTAINED FROM o ■ SL INDIVIDUAL ENTRY THE NORTH CAROLINA STATE m 1 SL AND DOE ENTRY DOE DISTRICTS & BOUNDARIES HISTORIC PRESERVATION OFFICE. ° ■ STUDY LIST ENTRY, GONE ELIGIBLE BOUNDARY ALL FEATURE LOCATIONS rDETERMINED 1 SL AND DOE, GONE I BOTH DOE AND STUDY LIST BOUNDARY DISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SLHD CENTER POINT 0 0.5 1 SURVEY INFORMATION, UNLESS SLDOEHD CENTER POINT Miles STATED OTHERWISE. 0 NC STATE HISTORIC PRESERVATION OFFICE SCALE: FIGURE NO. _ 1 " = miles HPOWEB MAPPING DAATT E: PROSPERITY CHURCH ROAD IMPROVEMENTS III 3-14-24 PROJECT NUMBER PROSPERITY CHURCH ROAD CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA 23350081C