The URL can be used to link to this page

Home My WebLink About20240303 Ver 1_R-5759 PCN Support package_20240223R-5759 PCN Support Documents Summary Letter Page 2 Permit Drawings Page 5 Sec 106 Reviews Page 20 Tribal Letters Page 38 MCDC Page 44 NRTR Page 59 NCDOT Bat Memo Page 74 PJD (signed 2019) Page 81 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR Feb 23, 2024 U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTN: Ms. Lori Beckwith NCDOT Coordinator J.R. "JOEY" HOPKfNs SECRETARY Subject: Application for Section 404 and 401 Water Quality Certification for proposed improvements to NC 115 in Wilkes County, North Carolina, Division 11, WBS 44691.1.1, TIP R-5759 — State Funded Dear Lori, The North Carolina Department of Transportation (NCDOT) proposes to widen NC 115 (Statesville Road) from US 421 to 2nd Street in Wilkesboro, Wilkes County, North Carolina (STIP No. R-5759). The project is approximately 3 miles in length, and proposes to construct a median -divided roadway, maintaining the two existing lanes of traffic and adding protected left turns lanes, 4-foot bike lanes, and a 5-foot sidewalk along the south side of the facility within the North Wilkesboro municipal limits. Some intersections (N=4) will be upgraded to roundabouts to improve traffic flow. Protected Species/Section 7 As of 1/22/24, USFWS IPaC lists the following species (no critical habitats in the area): Gray Bat, Northern Long-eared Bat (NLEB), Tricolored Bat (the latter is proposed, but not currently listed). We are proposing a "May Affect, Not Likely to Adversely Affect" for all three species. Information related to Dotential effects to bats include: - no caves or mines within the area. - the project will involve tree clearing (approx. 16 acres of trees), but the majority do not provide suitable summertime roosting habitat for bats (many < 3 inch DBH, and/or smooth bark species), and much of the project area is best described as "Urban". - any trees that could potential provide summertime habitat will only be removed during the inactive bat season (Oct 15' to April 1). - both temporary artificial lighting and night work will likely occur, for safety/traffic purposes, but no new permanent lighting will be added as part of this project. - percussion activities may include temporary use of mechanized hammers, and possibly blasting. -work will involve lengthening, enlarging, and adding several culverts that could provide new suitable habitat for a variety of bat species. Mailing Address: NC DEPARTMENT OF TRANSPORTATION BUSINESS UNIT NAME ADDRESS 1 CITY, NC ZIP Telephone: Fax: #040-90W Customer Service: 1-877-368-4968 Website: ncdot.gov Location: ADDRESS 2 CITY. NC ZIP Bog turtle The bog turtle is listed as Threatened due to Similarity of Appearance and is not afforded protection under Section 7 of the ESA. Regardless, the wetlands within the study area are small, and unlikely to provide habitat for bog turtles. As a result, the project should have "No Effect" on Bog Turtles. A review of NHP records, updated October 2023, indicates no known occurrences within 1.0 mile of the study area. Stream Impacts Impacts Stream Proposed Impact Permanent Temporary SIB (Site 1) replace and extend 2 @ x 9' RCBC (44'), and add inlet and outlet bank 121' 40' dewatering stabilization (banks only - 77') replace and extend existing 36" RCP with 48" RCP (44% add outlet stabilization (banks and streambed - 15'), and channel change into SA (Site 2) 151' 20' dewatering rock lined ditch (92' of stream moved into a 92' rock lined channel = 0' of stream lost) SH (Site 3) relocate stream into 36" RCP (35') 35' 16' dewatering relocate stream into 54" WSP (157% add outlet stabilization (banks SG (Site 4) and streambed - 21% and channel change into rock lined ditch (114' of 292' 79' dewatering stream being moved into a 77' rock lined channel - 37' of stream lost) replace and extend 30" CMP with 66" RCP (5') and outlet bank SG (Site 5) stabilization (banks only - 11') - note additional dewatering required 16' 55' dewatering for adjacent ditch establishment at pipe inlet SF (Site 6) outlet stabilization (banks and streambed - 10') 10' 10' dewatering Total Stream Impacts 625' 220' Wetland Impacts Impacts Wetland Proposed Impact Permanent Temporary WB (Site2) wetland impacts from mechanized clearing (<0.01 acres) 0.01 acres wetland impacts from fill (0.01 acres) and mechanized clearing (0.02 WE (Site 4) 0.03 acres acres) Total Wetland Impacts 0.04 acres Total Impacts: Permanent impacts to streams: 625' - includes 285' of stream fill/loss to piping, 46' of instream fill from scour protection (banks and streambed), 206' of stream relocation into a rock lined channel (37' of stream "SG" lost), and 88' of bank stabilization (banks only). Temporary impacts to streams: 220' Permanent impacts to wetlands: 0.04 acres (all permanent fill) Potential mitigation needs for Streams: 285' at 2:1 = 570' and 83' at 1:1 = 83'. Total = 653' Potential mitigation needs for Wetlands: 0.04 acres at 2:1 = 0.08 acres. Mitigation — Mitigation is required for this project, but has not yet been obtained. Above, is a current tally of impacts and initial mitigation estimate. Once USACE determines the mitigation needed, NCDOT will immediately acquire it. The following documents are also included as part of this permit application package. Pre -Construction Notification (PCN), Permit Drawings with proposed impacts Archaeology and Historic Architecture reviews Tribal Coordination NEPA Document (an updated consultation will be available soon, if needed) NRTR NCDOT Bat Memo Signed PJD If you have any questions or need additional information, please contact me at (828) 386-7202. Sincerely, � e� X Kevin Hining NCDOT Division I 1 Environmental Supervisor ti N 0 0 0 0 I i YADXIN RIVER 13 s�' _ 3333 EN \ R J 1p1� NORTH WII.ICESBO RO 411 r v r _ 18 WI -SB0 0 — „" `3h 115 5 - — 421 rY 421 421 141 N p o ry BE IN PRO 115 Elezaliu,i 11x) � � � Oaku,uuds Rich Mmvrtnin Plruulim� boo VICINITY MAP NTS SITE 1 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS WILKES COUNTY LOCATION: WIDENING OF NC 115 (STATESVILLE ROAD) FROM US 421 TO 2ND STREET TYPE OF WORK: GRADING, PA VING, CURB AND GUTTER, AND DRAINAGE WETLAND AND SURFACE WATER IMPACTS PERMIT —L— STA. 9 + 85.00 BEGIN TIP PROJECT R-5759 SITE 2 EXISTING TRAFFIC SIGNAL RD �O 5 3 FO Uro ZM ON z O NOTES: 1. THIS IS A PARTIAL CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS SHOWN ON THE PLANS. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) R-5759 i 44691.1.1 PE 44691.2.1 RW 44691.2.2 UTIL PERMIT DRAWING SHEET 1 OF 15 / CITY OF / WILKESBORO / y 1 / I I I 1 / �z SITE4/ y Q 0�O ti5` I� Off' O't -DRW7-�R 13 - RW —c4— 14 >z f <N 9 e 0�a SITE 3 wyy Fti C/Ty`� P5F / DESIGN DATA PROJECT LENGTH Prepared N TH Office IN HNTB HNTB NORTH CAPOLINA, P.C. 343 E. Six Forks Foad Suite 200 ADT 2018 = 9,100 ,C Lice e No: C-1554�e 2's°s NC Lice e No: C-, 554 ADT 2040 = 11,200 FOR NCDOT DIVISION 11 K = 10 % LENGTH OF ROADWAY TIP PROJECT R-5759 = 3.077 MILES ems STANDARD SPECIFICATIONS D = 55 % DOUGLAS WHEATLEY, PE T = 8 % * LENGTH OF EXISTING STRUCTURE TIP PROJECT R-5759=0.116 MILES RIGHT OF WAY DATE. PROJECT ENGINEER V = 50 MPH FEBRUARY 22, 2022 THORNE KING, El * TTST =4% DUAL 4% TOTAL LENGTH OF TIP PROJECT R-5759 = 3.193 MILES PROJECT DESIGN ENGINEER FUNC MINOR LETTING DATE: CLASS = ARTERIAL TOTAL LENGTH BASED ON —L— CENTERLINE JUNE 18, 2024 RAMIE SHAW, PE REGIONAL TIER NCDOT PROJECT TEAA4 LEAD CITY OF NORTH WILKESBORO O m —L— STA. 171 + 11.14 O END TIP PROJECT R-5759 h Z ND ST O TO Z68 i ST SITE 5 HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. SITE 6 R-5759 PROPOSED DITCH TYPICALS HN T BHNTB NORTH NGlei9 e n SeDNrto7OCaR554na52760iteg200 PROJECT REFERENCE NO. SHEET NO. R-5759 2D-1 HYDRAULICS ENGINEER DETAIL 1 SPECIAL CUT 'V' DITCH I Norm Scalel Dhch Naural p'Slope Ground q:7 D P° Min. D= 2 H. FROM -L- STA. 9 85 LT TO STA. 15 13 LT FROM -L- STA. 9+85 RT TO STA. 12+20 RT FROM -L- STA. 23+50 LT TO STA. 25+00 LT FROM -Cl- STA. 11+28.66 RT TO STA. 11+76.74 RT FROM -RPB- STA. 17+25 RT TO STA. 17+75 RT FROM -Y3- STA. 13+50 RT TO STA. 14+00 RT FROM -Y10- STA. 14+00 LT TO STA. 16+25 LT FROM -Yll- STA. 11+25 LT TO STA. 15+50 LT FROM -Y11- STA. 11+25 RT TO STA.12+50 RT FROM -Y15- STA. 12+45 RT TO STA. 14+25 RT DETAIL 7 SPECIAL LATERAL BASE DITCH ( Not ro Scale) Narurol ot —FII Ground 17 D AN F\ Mee Slope d Min. D= 2 FF Max. d= T5 Ft. ype of Liner- CI B Rip -Rap B- 2 FF DETAIL 13 SPECIAL LATERAL 'V' DITCH 1 Nat ra Seale) Fill Ground 7.y D F� <`ot slope FROM -L- STA. 53+00 RT TO STA. 54+16 RT FROM -L- STA. 152+00 LT TO STA. 152+50 LT FROM -L- STA. 154+00 LT TO STA. 154+50 LT FROM -Yl- STA. 10+75 LT TO STA. 12+50 LT FROM -Y2- STA. 15+25 RT TO STA. 18+00 RT FROM -Y2- STA. 18-00 RT TO STA. 20+25 RT FROM -Y3- STA. 12+25 LT TO STA. 14+25 LT FROM -Y4- STA. 11+75 LT TO STA. 14+75 LT FROM -Y5- STA. 10+55.66 RT TO STA. 11+50 RT FROM -DRW4- STA. 11+20 LT TO STA. 14-00 LT DETAIL 19 BANK & SCOUR HOLE STABILIZATION Growl NoNo se°let N erne na 15 Flonea RYFl Georenile— Ew 9 our Hole - 10 Fr b onnd Bed Typ. Rof Liner= CL I E-R°p -y—. -Y13- STA. 11+42 LT DETAIL 26 STANDARD BASE DITCH (Noun Scale) oral Natural Ground :7 D ,�� Ground d Georenle— B Min. D= 1.5 Ft. Max. d= I Ft. B= 3 Ft. Type of Liner= Closs B Rip -Rap FROM -Y4- STA. 10+48 RT TO STA. 11+57 RT DETAIL 35 CULVERT CHANNEL IMPROVEMENTS (UPSTREAMI �k St°bilhation Bank stoRbili,Rot�on C18"STbirk T'p)) 18'e' TNck oral u I Groan D o� and 1.0 -, Ab— NeeBed�o dpl3ln R Ctie Nor' :anei e a 9'76 9'm Ut D=Vari- D. T.pof Benkl -Y4- STA. 11+43 RT DETAIL 3 TOE[ PROTECTION N , to scale) F�of Natural p.1 oc 5\°Qa Ground b F`\ r � d d= 4 Ff. b= 4 Fr, Gooroxtilo Type of Liners CLASS B RIP--R p FROM -DRW1- STA. 10 150 LT TO STA. 12 125 LT DETAIL 4 SPECIAL LATERAL 'V' DITCH N t to Scalel H(\/ Noturol D Dll L—F'll P. Ground a.7 D FoA FROM -Yl- STA. 12+25 RT TO STA. 12+75 RT FROM -Yl- STA. 13+00 RT TO STA. 13+25 RT FROM -Y3- STA. 14+00 RT TO STA. 14+25 RT FROM -YIO- STA. 12+25 LT TO STA. 14+00 LT DETAIL 5 SPECIAL LATERAL BASE DITCH (Not I. Scale) N",-,Ground D F�oic° slope d Dunn Gcorcxtilc— B Min. D= 1.5 Ft. Max. d= 1 Ft. B= 2 F7. Type of Liner= CLASS B Rip-Rop FROM -Y14- STA. 10+25 LT TO STA. 12-00 LT DETAIL 6 SPECIAL CUT 'V' DITCH (Nor to Scalel Dikh Natural b'V oc Slope Ground Q.7 D F\ Mel Min. D= 1 Ft. FROM -RPD- STA. 12 150 RT TO STA. 15 100 RT PERMIT DRAWING SHEET 2 OF 15 DETAIL 8 DETAIL 9 DETAIL 10 DETAIL 11 0 ; SPECIAL LATERAL 'V' DITCH DETAIL 12 (Nor to scale) FALSE SUMP SPECIAL LATERAL 'V'DITCH FALSE SUMP ( Not to Scalel I N_ ra scale) ( Nat to Scale) SPECIAL CUT 'V' DITCH —FTI O idde Ditch () pp°c siape Traffic Flow tside Ditch Narm seae From t I Ground z:l Fo°f 2 Noturol 3.V i —Fill Tra Ne Fow \Q.\ 20:1 �2.0'� Noturol p'�o sl pe d D Ground J2 D Foj ec slope Ground 2�7 D t GI T Georenile— Min. D= 2 Fr. �"S— etc. S— Min. D= 2 Fr. Max. d= 2 Ft. S=Ditch Slope Cp Proposed Ditch Min. D= 1.5 Fr. S=Ditch Slope - Proposec Type of Liner= CLASS B Rip -Roo FROM -L- STA. 50+00 LT TO STA. 54+00 LT -L- STA. 46+88 LT FROM -C3- STA. 13+25 RT TO STA. 14+34 RT -L- STA, 143-62 LT FROM -L- STA. 55+60 LT TO STA. 62+B4.26 LT FROM -L- STA. 43+00 LT TO STA. 44+00 LT -L- STA. 58+93 LT -L- STA. 147-85 LT FROM -L- STA. 63+71.06 LT TO STA. 65+30 LT -L- STA. 63+59 LT FROM -L- STA. 142+50 LT TO STA. 149+90 LT -RPD- STA. 12+50 RT FROM -L- STA. 152+50 LT TO STA. 154+00 LT FROM -Yl- STA. 12 150 LT TO STA. 13 125 RT FROM-Y6REV- STA. 15+00 RT TO STA. 116+25 RT FROM-Y6REV- STA. 15+00 LT TO STA. 6+50 LT FROM -DRW4- STA. 10+39 RT TO STA. 11+50 RT FROM -DRW4- STA. 10+30 LT TO STA. 10+75 LT FROM -DRW4- STA. 14+00 LT TO STA. 14+25 LT FROM -Y9- STA. 12+50 RT TO STA. 13+50 RT DETAIL 14 SPECIAL CUT BASE DITCH [ N , to scale) Natural —From G,auna pp nee Dnrh I DII F�° slope LooB Min. D= 2 Ft. B= 2 F7. FROM -I- STA. 54+00 LT TO STA. 55+60 LT DETAIL 21 PIPE OUTLET CHANNEL BANK STABILIZATION (NO 0, Sc le) Gr�orunT � QMµ — 'g� J' 4n e + Length= 10 Ft. c" NNFn)BED d= 5 F7. Type of Liner = Class I Rip-Rop DETAIL 27 SPECIAL CUT BASE DITCH (Norm Scale) d Graun7:7 p M1� o ou,"n FT°Mor Slope I E l Min. D= 1 Ft, B= 2 F7. FROM -RPB- STA. 12+50 RT TO STA. 13+00 RT DETAIL 36 CULVERT CHANNEL IMPROVEMENTS (DOWNSTREAM) k ClB SrobRp-R n ck stabili=otion ' Mp-I IB�TFickRi�Rop Th ckp c,a I B MI, n Above � a IooePlain e h FI°" Ne, T m 9'I ez gellecd2 Non I D=V°ties (ToT., I—k) -Y4-STA. 11+06 Ll DETAIL 15 CHANNEL CHANGE ( Not to Scale) Proposed Narurol NpyraI Fill slope Ground Ground D — — — - -15 J B Exist. Chonnel n. D= 3 Ft. Mi 5 Ft. Type of Liner= Class I Rip -Rap - Keyedan FROM -I- STA. 136-47 TO STA. 137+23 RT DETAIL 22 BANK & SCOUR HOLE STABILIZATION tla Scale) N—I eed wlion anal mural Groan G� ucd 1.5 Hatter ITYPI Georenile Existing scow. Hal° le 11Cb —I e al U.— GL I wp-Rap - KLDdA' d -I- STA. 170-28 RT DETAIL 28 SPECIAL LATERAL 'V' DITCH 1 Not,o Scale) Natu.ol Sill Ground 2:� D E Tope FROM -Y3- STA. 10+25 RT TO STA. 12+20 RT FROM -DRW3- STA. 11+50 LT TO STA. 12+50 LT DETAIL 37 SPECIAL LATERAL 'V' DITCH I Noi to Scale) —Fill SIoP. Ground z:J D °Moo d Georenile— Min, D= 1 Ft. Type of Liner= CLASS B Rip -Rap Max. d= I Ff. FROM-Y6REV- STA. 16+25 LT TO STA. 17+75 RT -Y4- STA. 11+05 LT DETAIL 16 SPECIAL CUT BASE DITCH ( Not ro Scots) NO —I Gr°°nd 7.7 ppe` on1e d D FXo veore,aile — 6 Ft. Me.. d= I F7. B= 2 FL Type of Liner= CLASS B Rip -Rap FROM -Y14- STA. 12+00 LT TO STA. 12+25 LT FROM -Y14- STA. 13+00 RT TO STA. 16+50 RT DETAIL 23 SPECIAL LATERAL 'V' DITCH ( No N S-1e) Ground 22 F\ fi°c —Sbpo D FROM -Y2- STA. 22+75 RT TO STA. 2 4 + 5 0 RT FROM -Y3- STA. 10+75 LT TO STA. 12-25 LT DETAIL 30 PIPE OUTLET CHANNEL (Nor ro Scale) ce z� Eps Length= 15 F}, ANNEL B d= 3 F7. C"IYadaplcEo Est.= 17 Tons of Class I Rip -Rap Est.= 38 SY GF DETAIL 38 PIPE OUTLET CHANNEL Not ro Sco1e) PS c Leng}h 114 Ft. d= 3 H. cHj—BED iwbla Est.= 138 Tons of Class I Rip -Rap (Keyed -In) Est.= 185 SY GF DETAIL 17 SPECIAL CUT BASE DITCH ( Noi to Scots) Namml pA F\oMoc Ground 2:y et F1„pe d D h Georenile— 6 Min. D= 1 Ft. Max. d= 1 Ft. B= 3 FL Type of Liner= CLASS B Rip -Rap FROM -Y14- STA. 12+25 LT TO STA. 16+50 Ll DETAIL 24 Nar°,al CHANNEL CHANGE Ground Coir Fiber Net t to Scale) Exist. Channel o Coir Fiber b P�Narural =� Chol Ground di Benchnne FilI SIoProposed _ e 1' Min. D= 2 Ft. 1 —Is B= 4 Ft. 2:1 B 6= 0 FT. Type f Liner= oss I Rip -Rap - Keyed -In; d,- 2 Ft. Coir Fiber MuffingClFrom Rip -Rap I. TOB dVARIES IT. TOBI FROM -L- STA. 46+50 LT TO STA. 47+50 LT DETAIL 31 STANDARD BASE DITCH I Not ro Scale) oral Noturol Ground ;7 D .�� Gound d Georenile— B Min. D= 1 Ff. Mox.d= 1 Ft, B= 2 Fr. BASE DITCH PROFILE 1l F611w FROM -RPB- STA. 14+05 RT TO STA 15+25 Rl DETAIL 18 STANDARD BASE DITCH (Not to scale) Noturol Narurol --dd 'L'a G,°and D Gent—l- g Min. D= 3 Ft. Mox. d= 3 Ft, B= 2 Ft. Type of Liner= CLASS B Rip -Rap FROM -L- STA. 42+00 LT TO STA. 42+42 LT DETAIL 25 VAR. WIDTH STANDARD BASE DITCH ( Not m Sc le) urol Noturol Ground 1,2 D 1� Ground d B Min. D= I Fr. Max. d= 1 Ft. B= 0-3 Fr. Type of Liner= Class B Rip -Rap FROM -L- STA. 45+71 LT TO STA. 46+50 LT DETAIL 33 STANDARD BASE DITCH (Nor ro Scalel Groral Natural ound :7 D ,�� Ground d Georextde— B Min. D= 2 F. Max. d= I Ff. B= 2 F1. Type of Liner= Cl... I Rip-Rop -Y3- STA. 12+20 RT DETAIL 39 PIPE OUTLET CHANNEL (Not to Scalel us e Length 83 F7. d= 3 Ff. CHANNEL BEo Nadabld 2= 123 Tons of Class I Rip -Rap (Keyed-4n) := 208 SY GF DETAIL 41 EARTHEN SWALE W/ROCK CHECK DAM AND MATTING (Not. Scale) WATER OUAUTY ROCK CHECK NATURAL GROUND FLOW —Genre=rile —BASE OF EXISTING SWALE — CLASS I RIP -RAP 1'0 F #57 STONE 6' PROFILE —CLASS IRIP-RAP NATURAL Gcalcnilc GROUND -I - ll! I' TYPICAL SECTION NOTES. 1) DO NOT USE INSIDE CLEAR RECOVERY AREA, 2 3' PLACE MATTING OVER LIMITS OF DISTURBANCE CREATED BY EC BMP FOR PERMANENT STRUCTURES IN GRASS SWALE. dl CHECK DAMS SHOULD BE SPACED SUCH THAT THE BASE OF THE UPSTREAM CHECK IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM CHECK. FROM -L- STA. 63+75 TO STA. 64+41 RT DETAIL 34 STANDARD 'V' DITCH (Nat to Scale) oral Natural Ground q.� p.\ Ground D d Georenile — Min. D= 1 F7. Type of Liner= CLASS I Rip -Rap Max. d= 1 Ft. -L- STA. 58+67 RT DETAIL 40 PIPE OUTLET CHANNEL (Not to Scalel — G Length= 21 Ft C"(va,",aylejFo d= Varies IT, fop of bank) Est.= 24 Tons of Class I Rip -Rap (Keyed -In) Est.= 44 SY GF DETAIL 42 STANDARD BASE DITCH (Notre Scalel Natural Narurol Ground 27 D 1� Ground d Georexile— B Min. D= 2 Ft. Max. d= 2 Ft. B= 5 Ft. BASE DITCH PROFILE 6.5"0 3.7'M v .00 amsW d�w o w FROM -I- STA. 82+06 LT TO STA. 83+93 LT o, 1b j 1- HNTB NORTH CAROLI NA, P.C. PROJECT REFERENCE NO. SHEET NO. 2_0 / JI IE BAND' ` HNTB 343 E. Six Forks Road, Suite 200 R-5759 6 WILLIAM BEEC CA H. SPECIAL LATERAL 'V' DITCH \, \ R a l e i e, N o r t h C a r o l i n a 27609 m AND MINTON A R. BLANCHE G. BAITY SEE DETAIL 28 'F j -I \ MAR F, BRINEGAR NAD ��/ N C L i 9 e n s e N o : C - 1 5 5 4 PW SHEET NO. / \ \ _ `Z OII --- ' ROADWAY DESIGN HYDRAULICS NA 1 I �I �_i'Y� Q"`S ENGINEER ENGINEER �. ISFD JI 30N STANDARD BASE DITCH le B� EST. 22 TON CLASS IRIP RAP /5P�E05 /�J u EST. 31 SYGF RV L0/ SLOPE S 8.3% EST DDE _, 19 CY F c R CNARMBERS T _ ISBKH LEONARD S. AND SEE D�r0U 33 z II I I LINDA M. HARRIS C �/ — SAectrOm 1/2SBKo �I ' 4" RCP -IV F �5 ` �` cm,L _ POSSIBLE S I (BURIED 0.4 SU ACE ATEI IN .T EENB fV�� SIN URFACE WATER ��R. i T . BA cH) o R_�sAS��Tc�_ PERMIT DRAWING ��I JEA ORD SHEET 3 O F 15 ILIFE ESTATEI ��+++ N Eli . SP' D ATERAL 'V' TCH 'F-XIS + I / `� �r I�� I �6juk�EXAIER� LEGEND nt E REMO , SEE DET 23 5T AC IN SU� CE WAT R a / IMP° 2419 9 RCS D DWAY FNLL + 4P P I WFILL O s 5 SURFACE WATER IMPACTS )a L - JIMMI . A+ / V ISFo SITE 2 - r2 coNC AR. WIDTH SrD. MARY f. EG T BASE DITCH TEMPORARY SURFACE WATER IMPACTS EST. 50 TONS C �/ F`� MONT S JO NS SEE DE285LCY *iF* ( ) ,' MECHANIZED CLEARING GRUBBING i 2 i LOPE = 9.4% \SOµV S I L LATERAL '�(' DITCH O 5 ,i 21 \ M� j EE ETAIL 13 ' r JIMMIE B. AND 1 ° 'VAR F,BRINEGAR ___________---- )- IAL ,� RAL QOE NSE xz SITE I C - --- G--- SA � F I � RETAI V'2DITCH SEE AIL 10 p Ic dG 1 LASS 'B' RIP- P GTD ST.3 TON T.10 SYGF LLJ ---- C ' STAN❑ BASE DITCH - TH RMAN AND 1�' 9 R GR _ EST. 66 N L B RIP RAP 4� L r JEW A. BROWN NiR EST. 98 S F 2 DITCH I r H r Ir SL = 1 1 % I CP�V� ® V jv t+ N E I Lb NGS,LLC -�,CB ISBLKr HIp S�SPECI L BUS O+ ¢ LLJ LATER L 'V' ` r %� �2G1 LLJ R M� DITCH 1$ �� - GR o SEE D -i �GRI � �n O F m l C i GR CB_ i,� �i -' CBE _ i W F PUE REMOVE / P R // C �� V DITC P ca c DING O 0 J \, F F E E C a�rasr—_ E __ E Cam_ g E —---=--�E / az roN�P sv ce- _ — — — , 0 15" VErPT. 1J CBI 2 -IV F = i' DETAIL 8 E ST 63 GF \ .O R P� ,_ - -' I S ,.ter!?-, .-'?v!?"L.-�r'."."L __ — —m �—i L re / ce ce. ® ® ce ce s M AT ERZ/Mr 15"C I\ �A. FILL o � 0 _GR +a= 1 cR O _ � 1= ca ca 15" RCP -IV FL WABLE FILL 30 - g p _ — _. B \\ \ E //O �F E RE I- 3N 6" RC Z 11 \\ / TLET Pew CTION ,N 15 RGP V — CB F C� C\\ RE VE M L 3� � R GR i � � i r -- es F 5�s _ _ _ BI �e �PRAC ---- F � /F� � I T GR PUE r `� UE PUE AUE KK8 gGroc_ AU P P PUCE p -- —_�_ a S ATER � E� F—I- Puy —� PUE F PUE Po - - v B of �� i / SITE 2 (48" LU j r B� �— �o X �E F\ - IMFTS IN _ZLL- - - - Wp S bru TER �� ` I J� ISMTL ``�i GR `i / /S,yT f. U, 28 TB jl 15" RCP I REM VE AND DREPLACJE —,-, �r'J'tJO J ��^ BUS eVSL ANGEL L IS FOSTER 30" C5P vd2 ELBOWS AND / ROD & LUG w/SLEEVE GASKETS SHEILA ZABETH PAIT 7 STANDARD BASE DITCH / CB GF EXISTING CULVERT / 1 i �� \J �� EST. 45 TON CL IRIP V r / i�^� , EST. 67 SYGF - F - RESMATE.LLC O �f-",� 5 PF = �,-wr�;;r�-J'— / d�' O-,.vM_�-"'r"' _ fr`._ P. IMPACTS SURFACE W T -' REDMtiND REAL ESTATE. LLC _ -',� 2g ST DDE 67 cv u{ - A 5,✓ ` ' 26 �� / s ETAI 26 'N AND 27 --} PD J BANK STABILIZATION -,TEMP. IMPACTS IN 7 BANK STABILIZATI N W/FLOODPLAIN BENCH SURFACE WATER REDMOND REAL ESTATE,LLC rMS MP. I / - ,ram �W/FL�OQ P IN NCH / CLASS I RIP RAP r. `BEST 32 EST 19 TONS EST 32 TONS ",..��✓ '�'�� SEE DETAIL 35 M,' X9 RCBC SITE SEE DE t� _ PROPERTY OWNER LEGEND ESASO TIPI RAPTION 0 (BURIED 1 FT( / /i/ mac, / 2 SURP� Cf _ SEE DETAIL �TFA STABILIZATION 3_4 SITE 1 / f \\ SB ) THE TOWN OF 13 DENNIS M. BROWN IMPACTS I a / / / / II IL 36BaannoN @ SURFACE WATER SB F / \ NORTH WILKESBORO DENNIS M. BROWN c IM I N CLASS I RIP RAP (BANK STABILIZATION,l / EST 24 TONS -r4--ORyy3- _L_ _QRW11_ DETAIL 36 IMPACTS IN / BUR WATER SEE DEVIL 36 35 SURFACE WATER ; a ( @ � 9' RCBC) RANDALL H, BURCHAM PI Sto 10+7958 PI Sto 13+9731 PI Sto /2+6969 PI Sto 43+2651 PI Sto 10+3692 (2 @ 9' X 9' RGB '-' ' 4 \ � = 22' 30' 18e (RT) p = 25' 01' 599' QT) 0 = 32' 30' 33J' (RT) ZS = 17' 18' 512" (LT) � = 89' 43' 5194" QT) I SPECIAL LATERAL D = 14' 19' 262' D = 5' 17' 443" D = 22' 55' 059' D = If 2T 33.0' D = /90' 59' 0935" EE ITCH 13 L = 157J2' L = 472.71' L = 141.85' L = 151JO' L = 4698' / I IMPACTS \ INSERT A T = 79.58' T = 24OJ9' T = 7289' T = 76J3' T = 2986' ISBLK R = 400.00' R = 1,08194' R = 250.00' R = 500.00' R = 30,00' so BUS / /C SURFAC 4 ATE �'`, SITE 2 SE = 27 SE = 87 SE = EXISTING SE = 27 SE = 27 WILLIAMODD, JR. R 32 S I SA RO = 48A0' RO = 192.00' RO = SEE PLANS RO = 58A0' RO = 26.00 V = 35 MPH V = 55 MPH V = 30 MPH V = 35 MPH V = 15 MPH WILLIAM MUDD,JR! IMPACTS IN .0 SURF TER �i O� -r3- -Qs -r4a- Q F) �/! / S-(48- P O PI Sto 11+36.03 P1 Sto 12+83.64 PI Sto Undefined PI Sto 10+18.40 PI Sto 10+98.00 , = 7'30'15.4'(RT) 0 = 56'40'089"(LT) p = 360'00'00.0"QT) p = 7-2Y503'(RT) 0 = 54'05'319(LT) /C D = 5'2Y17J" D = 39'47'19.4" D = 65'28'512' D = 20-02'006" D = 47'45'54e / ! TEMP. IMPACTS IN L = 140.14' L = 142.43' L = 27489' L = 36.76' L = 113.25' a SURFACE WATER T = 7OJ7' T = 7765' T = Undefined T = 18.40' T = 6124' I R = IA70.00' R = 144A0' R = 8750' R = 286,00' R = 11995' A, _ —D R SE = 47 SE = 67 SE = 27 II l / 31 FOR ROW MO 2B-12 RO = 56.00' RO = 84.00' RO = SEE PLANS I / / � FOR -L- PROFILE, SEE SHEETS H & 20 s FL ELIZABETH A. BROOKS � FOR -DRW3- PROFILE, SEE SHEET 30 6! V = 60 MPH V = 50 MPH V = 35 MPH 50' 0' 50' 100' 150' / / Q FOR -Y3- PROFILE, SEE SHEET 30 NOTE: 15+00 FOR -C3- PROFILE, SEE SHEET 31 VV 1. ALL DRIVEWAY RADII ARE 20' UNLESS NOTED ON PLANS. GRAPHIC SCALE -1'4- Q /�/l : OEP ';, FOR -Y4- PROFILE, SEE SHEET 31 2. ALL OUTSIDE CURB & GUTTER ARE 2'-b" UNLESS OTHERWISE NOTED., FOR -Y4A- PROFILE, SEE SHEET 31 3. ALL ISLANDS ARE KEYED -IN 5" MONOLITHIC CONCRETE ISLANDS UNLESS OTHERWISE NOTED. _ I FOR-DRWII- PROFILE, SEE SHEET 31 Q FOR CONDUIT DETAILS SEE UC-06 �/ �I /' �� i HNTB NORTH CAROLI NA, P.C. \ o° i JIIIIE.AND �"��` ` HNTB 343 E9 Six Forks Road, Suite 200 R-5759 6 ,WIII IAM MCKINLEY SPECIALLATERAL 'V' DITC �, �` jv, A p R a 1 e i h, North C a r o l i n a 2 7 6 0 9 co AN� RENBE� NC" •I_ / BLANGAi� G. BAIT~, SEE DETAIL 28 d� 'ti� -(. MAR Y. BRINEGAR' 0 �� NAD p� N C License N o : C - 1 5 5 4 RhV SHEET NO. MI Tp NA 201� - ROADWAY ENGINEER DESIGN HYDRAULICS GR�11D lie _ ' STANDARD BASE DITCH 4 EST. 22 TON CLASS IRIP RAP F�ST.31 SYGF ��______ a - - SLOBS - 8.3v �,%a (�.'LE01J-,6RD ��. ANp Si DID - 17,tY -F ,-- '"RCAMBERS T �4s�K� '• ' _' - --' pEE P�TO03� / ' 'III L1NDA ,M. HAjiR1S no i We tr -nab ----- I ,- I C / t i �(• i ' _ e "/ "POSSIBLE r�4., RCP-I� � 5 �zr,C � m,T, � •" (BURIED /0.4 FT) Re i- `•�'i P �,, ��_�.___ ,, BEND ACE- �€-R� `JN .T - P ''� RFACE WATER ARCi , T sA E _ 8�---------- m .�: ��T'� PERMIT D RAW I N G -'.-—, ' , ;> 2 - „so-- 1�� ' �E� oRD SHEET 4 OF 15 --- I ' �� ` I IN�m�', BID � i SPECIA ATERAt 'V' TCH LEGEND SEE DE T s, AFC IN' SUS �E; V/�(,�R IMP �1 ACE WATER �� RCPD QWAY F ,+' _ 7 ; - �_�48" P NIA--R'p 1I FILL).. - ;�' S SURFACE WATER IMPACTS �f a - �' SITE 2 S RiAR�F. $ •AEG m + , o .-'-w' I2' CON. i ISy4 VAR. WIDTHi STD. TEMPORARY SURFACE WATER IMPACTS X BASF ITCH _ �T-P �) �ti r �n, •�__ 2 EST. SO SEE DiETAIL 25,C �/ * * MECHANIZED CLEARING GRUBBING '� MONT S.IJO HS E _ 285 ICY' JA isa �7 ( ) _ L "�'r�. C / o '1 TS S I L LATERAL/'( DITCF� / t _ i LOPE T 9�1%g _ e EE TAIL 13 ' � 21 ' SITE 2 't1sl • _ , \ `plc ___ _ ' mo e / ' i �. �� • ��. �/ \ 'MARY F.BRINEGAAK -----_mac _--' ---' ------ --- '° \r `� _ IALV D CL'I ti ^' JIMMIE B. AND- � T� �, . � �� GT S" ' �� GTD - ST. LASS' TOiJ P- P \ MeJ, / - - `� `� i \� C T. 3 SYGF` ' / `y ` LLI _ 'r 9 /T wJ /�`STAND DIP BASE DITCH,�— LL.I CfAL - TH RMAN AND I_ i t� GF '�° n ��- R t EST. 66 ON CUT 'V' 'r;JEW A. BROWN p- NiR� V" EST. 9a SYGF ,� - --' _ H _ cPyv�� 2 DITCH I L y `' __ " SLOPE = 13.1% - f _ y t1 N SEE I H LbINGS. LLi .��_-�9 EST DDE = 4 --114a --� �/ ® C {",__-_ )ETAIL 1 E DE T I` 18 \ \--- BLK SPECI L BUS ' ��- _ - ' — - 5" P C LLI LATER - - — _ g / 2GI - % CQ� _ _ LLI ' TR _ C1' DITCH F� SEE D - IGRI Jam_ // T ' (\ O F m 1 'i GR ti �"�i'� .' CBE �y� -- -"� `' e p pU� ,= ' REMOVE~ - rY -•V' DITC p / 0 / lfrg55-"/' -' F e E ee-E E E �,�_, -�, ,� E -- E� ��E� '/ ,r _ ��'" _ w+.P --� O 15" i �� O ' 42 TONS, EST. 63 SY GF CB- 'O V�PT. 2 ..N` 36 f-}%'�� DETAIL 8 R P O LO 15'�CP IV I o < M IZE/MATERIAL cx r C8-G -�� 15" RCP�V _ _ _ "2¢WALE FILLS -r G-R-ry N 1�_RGP V R a---;, yes v F J cR PUE UE PUE AUE�GGAU 'PUCs� �F �, -j= __ — �"6" A� c �� o SUR AIR Er/6 r _ _L_ — —1rx* F/� —.� (4 0 u LLJ —E� �'- ��2 PU> - PO — B DI � SITE 2 „ O Z 6'- '- - MiL s p2'" tiaT1 0 TB DI 5" RCP I K WB SAM T�_ IN �� _. GRL-�' Mrs - �� TER 0" CSP v/2'ELBOws AND'' ' N r IF �REMOYE AND REPLACE [� l SHEI, (?ki-F,/CL'f�-_` ,,''ROD B,I.UL`i w/SLEEYU 6ASKEiS EXISTING 'CULVERT --I160 _ I/h �� 4 �,� �'C';.', A.;-� .itt� $TAyDARD BASE DITCH '� D J ,EST. d$ ON CL I- U _ - oo _ \ - "-_ 3ry `*, 67 SYGF - 1n0 2 F - - 25 REDA(ON6 .R A[ n //s . _` _ MP. IMPACTS - >, �sTar.Lse SURFACE REDMtiND REAL ESTATE.LLC,"l IT DE aYCY MAU_ ./!/' 26 �: `,��'' BANK STABILIZATION TEMP. IMPACTS IN �N AND t. REDIi�OND�REAZ ESTATE, LLC ,"''� i / ' ,� 1� BANK STA81 �8@TI N W/FLOODPLAIN BENCH' CMS W, NCH, p _ CLAss I RIP RAP SURFACE WATER f .',' �� I A M7.� p/'�� / �r EST 19 TONS 'EST 3 p' TONS tna� l.. SEE DE t� ,-ns ``ae g1 TAIL 35 M, �< - _' - X9' RC BC - / SITE /I�,v q� 7s ,;�;r PROPERTY"OWNERIEGEND 1154 _- ,.,✓ a' _ BANK STABILIZATFON (� IIV\rA IJ CLASS IRIP RAP t BURIED 1 FT) `� %/ IS/��K-WATER EST 10 TO - /i , SEE DETAILS " SITE 1 / m\ SB STABILIZATION' �J, WN OF DENNIS M:$ROWgL>-' ,,E _ _" "��ze.� •�°� ��na-��.� �'�a2('� ��__"-"'-� IMPACTS I� �'-' AIL .�6 - NORTH W4KESBORO k3 o .. / BANK STABILIZATION 'oENN�a,�i,BRowN--------- SURFACE WATER SB F { CLASS RIP RAP (BANK STABILIZATION,l IMP,,TS IN EST 24 TONS - ,ry;"' DETAIL 36 IMPACTS IN o` _;� SURFFACE WATER SEE DEVIL 36 35 -Y4- so--�bRw31 ;L'- �GJl/�' -- 2 lr5f 1�+ ' Pl t l + 7 f. '/ � � , „ SURFACE WATER' a ,�� ( @ 9' X 9' RC B�J RANDALL� CHAM SCx� 0 79�8 C7 3_ 9 3 BPI Sio,1�+6969 ' '� "° 1Sio'4,i+26,3/ �-PFSi¢'/04/J 9� (2 @ 9' X 9' RCBC) �� 4 ° q 22' 3q'982? (RT) �, A = 25' 0/''59.9" (LT) A --32' 3& 3Srl rPT) LY �' lT' /8' 51Z QT,)� 'L� = -�5 4 5/ �4-;QT �' ; ; �; e1� LAT mn '' D J4't9'1262'S' D = 5'/T 44.3' D = 22 55'OS9' D; _ 'll 2T 330"� ' �'` �1g9"59 093 "'' ,��% y , �� EeDOEia" L = /5T�2I „>a,L = q7 z�___ L = l4/ ' _ , ,L'='i 00'- ��'L,= 4698- �� a � �� `� \� INSERT A T = 79.5e, "��T , 240✓9' T = 72.89' T' =; E-JY, "'D° T =, 986 BLK , _ �� T�ms IMPACTS IN E WATER R = 4 0l7! R' = 1,081.94' R = R50.Q0 R'= 6o�io ,�; -_R-�''3ooa 30 BUS ' ��s' �� ,'�, i� SV1RF-A 48" RCP - -- - �� SITE 2 pp SE &--- SE E IST/NO'�; ,'SE''= 27 SE 27 ��, '�ll� _ ( ) RQ=r'48b0� RO/= 192.00 SE- °SEC� P�blyfi RO'SBAI) j �I= R0, = 2600 WILUAM MUDD.JR. `.IMPACTS IN A SA / '�W�h L'I MUD JR� V'= 35fP�l V;- 55 _14PK___�� 1�'=' 3Q AIPp/ V,= 35 iC4P/H%;�l ;V;= /5 MPH �t� �� I� , P y ' ;Yaa -- a SURFACE WATER �C.�- ;� ;' F� /'%;;'j;,; l�', oar '(48" RCP OUTLET) Pi Sto'll+ 6.0.E PISto 12+83.64-- PI SfA'Ur gefi�ed' P7 5io- 10,+ltd 9 ; ; �I Sio 10+98.00 A=,'7'3q'15.4'(RTE ;A = 56'4dQg 9`QT) A = 369QO'00.0"fLTJ�p = 72Y5Q3'g�I A = 54 05'3/9 lLT) -- � �V D >-' S'Yl7J Q = 394�'19.4' D = 65' Sl2 a�,�'2�02 (T06'`- D = 4T45'S9b' _--/'� "�� %, TEMP. IMPACTS IN f, 8 L 140A' L = /4243' L = 2T4B9' L = 11325' l ', ', SURFACE WATER "rat�'t �` T ; = 70JT T = 7765'i T = (;ndeffned T; =�'18.9 n,a T = 6124' Rl = /070A0 R = /44 ' 00 '' R = 87.,50' R /'= 28b�70 -R = //995' - �I �(� —� R, ;" ` S� 47; _ SE 1= 6� , SE = 2% _ _ — 9�1t '� (� ; A� _ �.Fb=at0w nno 2B-lz ,,{{ o� ---' �� '�'� �� FOR -L- PROFILE SEE SHEETS 19 & 20 i Q =Z 56b0' i Q i = 84.0�0' RO = 'SEE' PLANS , ° I I '� i tt ', i;i �ELIZgBFTH 41BR06KS FOR -DRW3- PROFILE, SEE SHEET 30 %V _ "6Q MPH , ,' V r W (N'Pkf' V = �5 MPH; _ 50' 0' S0' I00' /' I50' ' FLL 1 �� I , FOR -Y3- PROFILE, SEE SHEET 30 NOTE:1�1-00 I1111' �2 FOR -C3- PROFILE, SEE SHEET 31 _ --2 �In 1. ALL DIEIVEWAY RADII ARE 20' {1NL�SS NO�EC/ f5N PLANS: GRAPHIC SCALE ,�yui ' i1'4_ £ 1/ / , 'i '�--9'�;, : FOR -Y4- PROFILE, SEE SHEET 31 2. ALL OUTSIDE CURB & GUTTER ARE 2'-6" UNLESS OTHERWISE NOTED. ,, �I ii j FOR -Y4A- PROFILE, SEE SHEET 31 3. ALL ISLANDS ARE KEYED -IN 5" MONOLITHIC CONCRETE ISLANDS UNLESS OTHERWISE NOTED. _ ) i `rr� ///%%� FOR-DRWII- PROFILE, SEE SHEET 31 - 11 'Q FOR CONDUIT DETAILS SEE UC-06 77 J 'LAZARD G. LORI A. HOL >ao, ONAOHi AND LI RRIS IMPACTS IN SURFACE WATER (VAR. WIDTH STD. BASE DITCH) INSERT A TEMP. IMPACTS IN 1'DE SURFACE WATER CHANNEL CHANGE CLASS I RIP -RAP EST. 87 TONS / EST. 189 SyCOW FIBER z¢ SEE DETAIL 24 so DDE = 269 Cy = j / reauEN JAMES • '/i I s ' • W�lrararav� 47+10.83 IMPACTS IN SURFACE WATER Sta. 11+99. 9 (VAR. WIDTH STD. BASE DITCH) IJ— _--TEMP. IMPACTS IN { SURFACE WATER FALSESEE SUMPTAIL 9 SPECIAL CUT 'V' DIT�H SEE DETAIL 12 ?� ITE 2 SA DUE DUE SEEDUE DUE pUE c - ----- C J I 0 0 oNc a PECIAL J BASE DITCH SEE DET 14 E L- POT Sta. 54 57.31= -Y5- PO Sta. 0+00.00 _ DUE DUE q E E-_ UE E -REMOVE_ _ CONC HW� MMOVE - - - - CON H -- ----- -- - - - - -- F[U-W1F OL�IT.A UE FILL 15" RCP-V HNTB HNTB NORTH GAROLIo P.C. 343 E. Six Forks RoadS , uite 200 R-5759 7 Raleigh, North Carrolina 27609 NC License No: C-1554 RhV SHEET NO. 1 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER A 00 -0 PERMIT DRAWING LEGENDS SHEET 5 OF 15 SURFACE WATER IMPACTS � C'4^'�� ® TEMPORARY SURFACE WATER IMPACTS V ---- ---------------------------' 1�3 CARMEN ELIZABETH JAMES CARISSA ANN AND LINWOOD BROTHERS GUTHERIE CAROL LOU AND DON BOYDEN TUCKER SPECIAL CUT 'V' DITCFY SEE DETAIL 12 i E � i l DUE 0 t F 1 F z IV, TBDIL F .,..i �r- ( F -�� .,I i 0 � � E3- ``c3 DI w is°RCP m _ E Q PDE - PDE P1* E a �.o E E 3 E� R3 � � � � i i GR , 0 . 0 E E \ / J E � III C3Q A ,r�CC 0 HDPE 0730 �r2 HW - --- ¢ O 07 FT CONC RET o� 5( - REM VE 4 FT FC\ �,0 y o6 i OF 6` HD Cl C \ OL � /9 BSr RD EULA FAYE BALL�y}} L H (LIFE ESTATE) � . JR. AN&D o SPECIAL LATERAL 'V' DITCH F F C�3C}C} } kfoE = A8 CY SLOPE _ JA SHOEMAKER c o Oc oo� GLA!q,,S W40OPER SEE DETAIL 13 A = ELIZABETH ANN JOHNNY JUNIOR AND 5.A REBECCA BENNETT 4;S 40 I w O BETTY SUE BEL4..M TIN JAMES G. BR KS KEATLEY 4 S < X m X PERRY D. AND m PATRICIA S. WHITE m +..-.. O CL�S 'I' RIP�RAP qg (C 0 41 4_2 - 43 EST. 3D TON 'W F3 EIP y ECM X EST. 43 SYGF `w 1�33 CSTRUCTI —iaesr 2acoivc ` m Y5- Sta. 11+50. 0 Q Ell -Y5- POT Sta. 12 + 77.04 50' 0' 50' 100, I50' GRAPHIC SCALE E FALSE SUMP SEE DETAIL 9 \ \\ E \C Z DUE F ��— �� R�VE I �� — i I � GR V��>--_� ' 20 BST BEN Y�CQMBS I ' "NC 4 m L—� P — CoNC 45 TRACY WACHTER MOORE 7 0 To. LL LL 2 V) LL LL N O O O Ln O to J Lu J 2 V Q �1 NOTE: 1. ALL DRIVEWAY RADII ARE 20' UNLESS NOTED ON PLANS. 2. ALL OUTSIDE CURB & GUTTER ARE 2'-6" UNLESS OTHERWISE NOTED. 3. ALL ISLANDS ARE KEYED -IN 5" MONOLITHIC CONCRETE ISLANDS UNLESS OTHERWISE NOTED. 4. FOR ISLAND DIMENSIONS, SEE DETAIL 213-5. FOR -L- PROFILE, SEE SHEET 20 FOR -Y5- PROFILE, SEE SHEET 32 E 119A 3� �'�, ' - "- s° - _ PROJECT REFERENCE NO. SHEET NO. gab, I�$I° -ne - HNTB NORTH CAROLI NA, P.C. - _ __z- \\n46`_ ''� 343 E. Six Forks Road, Suite 200 R-5759 7 - �- - ' ___-- --- Raleigh, North Carolina 27609 ?'' afil`� �99U b HNTB NC License No: C-1554 RLW SHEET NO. ,-'------zT`\�__ _w(n°^�.��.�_ =_5p,-_ , o _ -- ROADWAY DESIGN HYDRAULICS _ ab IIBB- OQ \fib bb �,ab `96LI ---- -_-" �-____ `i, - bCj<' ��" "� \ ENGINEER aau- _-_ __-_---__ �q5\\' - ENGINEER o` .' -"---_--__-___-___-_ ----` -"- -S9- ---" _- ----- -_----.- ---- ____V• /-'', ' ,x,:,/�I , IaIr, �p,___' 5h '' - ti 7q -�O ---- -------- --- __ _o� LAZARO P:ANQ/ LORIq.-HOLG991L ___--V9a ��-V-1u---- -9_u- --L --08— ____-____ ---------- 0 -__ - L '�T� jI PI�aWRFAC�'11 - \\ PERMIT --- DRAWING SHEETz�! ASS fll�b 6 O F 15 LEGEND NA "AND _ - _ - �'�IMf ACTS IN�,° -'"" _ -------�, HARRS" o u" _ S SURFACE WATER IMPACTS P FACE WATER - � _ zo�-- is - ® -`- -----oe«TEMPORARY SURFACE WATER IMPACTS — - , , , 1 , , i , _ i , In 1 -- SITE 2 SA n --',' ----------------- I omc u ----- ----- ----------- CHANYfEL CFFANGE , �'fLA55 4RIP-RpPP , �A� i i _ _ �I - ESY�i Tpnls ,q ` uz \,'% - _ ,- EST. 18A'SV GbIRpslBElj'' - "'at �24� '/ ' nab 5E):-[SET k 2 �° -`7\� CARMEN ELIZABETH DAMES oDE = 926A c ,' / o �' CARISSA ANN AND LINWOOD BROTHER$-CUTHERIE SLOPE-,'2.56, ,�/%" ,',�' ,''�.'' I , i <___00 /P ,'n �'�'A, ,'' '.�,-" / CARMEN AAMESII\�. CAROL-yQ1 AND _DON_BAYDEN TUCKER -- - _E- POT � ar %+YD 8� I�ng° ------ ----DRwii= PGYZ 5Ja„bl+o 9: IMPACT,S IN 'SURFACE WA ER' 1214- n66 --- ' _ --- Lu (VAR. WIL7TH , S�D. BASE IDI CHf� ti �� sP€CIA� CU o�Tc � w I SEE DETAIL 12 11 -'FALSE SUMP 2 i -e n - A _ n T/B6 /� ..- -- 86 - ' 1 f� SEE DETAIL 9 TEMP. IN�PACTS IN, _ - v � � PECIAL T BAS� DITCH \ � �� _ � _ I� - at SURFACE WATER F esE S P — -- I- C 1164, SE DEr `l4 �Bz _� _ - - SEE DETAIL 9 I L� »q / - -�✓ 8 LLJ -- SE iEL- ApT Sta. 54 57.31= ---- ----- _ LL ,C'DFL IL 1 .0 DITH i Sta. E_ SITE 2 SA qUE, D,UE ; C DUE DUE UE_ DUE L1 , , A 21` — UE E UE 2GI I i - E F E ,F _ y o� raDl F _�, o' oNcF DI "D 'Ifu l8 RCP ¢ PDE J E _ =— ,�o "ql sR PDR� Q ,E Ems-C�, WI -- �� _- Z ,y oc� �IQ �,- CONtdECT 6" HDPE _ SQ LW O 0730 , CONC I RET dEM J -_= _____ , ,-{ULA FAYE_€iALh,''------- SPECIALL _rr/�� y- rvi�-�' � I� m LATERAL V DITCH F I °t H. � WO�OOPER_ _Xt DETAIL_13' J NIN , SFIOEMAICER/M� r 14EBECCA_BENISETT oz ! L PAN DALL �R'CH,�M _' � _-X- 9eu _ PERRY D. AND °91 39_ -----`- --PATRICIA S. WHITE ------ v - 609hL _ EIP �' Illy x— _La_ �� 1Y' RC 174 ly _ - 73 -- -- -_- -- -�---------- - --- - - -- -=_ --- O -- -- -=�- - ----- �---- -- ---- —� -- - �O LF TB 15" RCP -IV MOV Vi F I v i PDE E E^� F �� F R,` ?� -'if Q E3-=•1 F x F �F a� J v I0 Q �� OLu GF Z w - I _n6o.------- ' _ RD 19 BST - H'-_ ,�� F 3__ _S E PE Il6o e SLOP = iii i �R 120 es� a ELIZABETH ANN JJUNIOR AND OHNyN JUyl0AND- 5.4%I _ �� ---L�, JAMES�IC. BROKS KEATLEY BF,T'TY'S�IE'$EL4..M TIN a _________ '33 Pam, i ///Il '��EN YI/CQMBS - ---_-I i AIC CLPiRAP, I 10 I I ITON I IESTL43 SYGF ` ei 'sTRU&T11 N la esr ea com _ Y5- $T21.111 50. 0 % l i l T— T I ,r,.,�� `r li r �o , nso ' I",PI `CONC , 45 )� ---- ----_ TRA�G WACHTER MOOR m� __ - tltl 114 I POT I'Sta, 1 + 7. 4 1130 - _ 1146 - 1 SbC 0`'� 50' 100' ISO' - \ �16, SCALE__ - NOTE: 1. ALL DRIVEWAY RADII ARE 20' UNLESS NOTED ON PLANS. 2. ALL OUTSIDE CURB & GUTTER ARE 2'-6" UNLESS OTHERWISE NOTED. _ FOR I-L PROFILE, SEE SHEET 20� 3. ALL ISLANDS ARE KEYED -IN 5" MONOLITHIC CONCRETE ISLANDS UNLESS OTHERWISE NOTED. FOR -Y5- PROFILE, SEE SHEET 32 4. FOR ISLAND DIMENSIONS, SEE DETAIL 213-5. N4 q 2a7`� \ 125 JOE AND GAIL HAMBY 00 109 f-�s TERRENCE WILUAM QUEEN P DAWN MICHELLE BYERS� Ic- \ QVE FODA JOHNSON AND R. F. GREGORY \ F / MANALENE OHNSOJOHNSON AND HALA THOMPSIVEY ON NANCY JOHNSON AND CHARLES IVEY �E� \ C\ / 4 ,"24, CP • i �� v S tp SEE PERMITDRAWING- SHEET15 9 OF FOR ENLARGEMENT E\p P�WATW �A J ` PUE n. HNTB NCTLi9ens eo No: C a 1554naS27609200 \ \ CK \SER 5 , S _11-2450 � ExISTIN� �m � BST TOWN OF NORTH ILKESBORO \ w� ECIAL piss V A PpP 5o P \ y �, \cn TCH AFD S TAIL 5 GR ® n ISBKD EVERET FRANK ERNEST TRANTER 1 ( - Tca�ceEYNN If)NES I /DUKE POWER J S AL CUT p \ 8A DITCH CLASS ' P-RAP / L EST. TON EST. TAIL 16 s v SSi 126 SLKW,LLC come 4� -DRW13- PT Sta. 1 oNc-DRW14- PT4tf 2SBK pPT APT BST BST SITE 4 I �I ` � SITE 3 F SH PDE— ILL IN WETLP " RCP -IV (6 IED 1 FTC CLASS KIP -RAP /ggCKFIL�E SST. 1E 7 T70NSS ��FF E DETAIIS 15,K f CR e � )� ,.I .- HAROLD SAND LINDA A ,L 7p vEy Lw F / WATER \ E IMPACTS TPN SURFAC136" RC J \ TEMP. IMPACTS IN SURFACE WATER 2GI yo / GR � QVE 118 F 119 HAROLD T. AND LINDA KAREN CALL IL"s J Bus HAROL T. AND154 I 0' 50' 100' I50' LINDA ASHLEY CALL MARTY THOMAS CALL GR, os\, 'ALLEN ASHLEY CALL GRAPHIC SCALE W/ I, I//l m I NE WETL ND EA 'G -FILL IN WET AN �� j� l IIP. SLKW,LLC 1 � /IS pPT 25F APT ul ` REMOVE, a os PROJECT REFERENCE NO. SHEET NO. R-5759 13 P,W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PERMIT DRAWING SHEET 7 OF 15 128 { ISTo ( BASE IcH I CLASS ' RIP -RAP/ KYUE BOOTHE II EST.65 ON EST. 143 SYGF SEE DE T IL 16 E-E \ IE ---- SPECIAL C BASE DIT CLASS 6' RIP -RAP / EST. 226 TON EST.335 SYGF" \ I SEE DETAIL 17 � R f� I ---�SCOTT F. GLAZE AA HUDSPETH GRADING. INC. m \� O ++ 131 / I - / I / I / 2GI ) 18" W GI R 18„ ems" RCP -IV is LLJ ----- 3-G --- _ CB-G e_ W re C Fcm - (n 'RCP V g'G O E GR N 4 yy1 i Y V IMPA IN 31113EAC'F WATER �X�X AN SCOUR F�PLE 7,9AfWWla igg yy �J T R i L 19N6 E E T MP. IMPACTSSN'' ISELK s aus S SURFACE WATER' sureFa'cE°wa IN (n REMOVE �enNu ola�s o u15 ? roez 15 _ �... u� t _ � J ss �R y� "oW Z Xzi v ` WW & ISBW m SITE 4 H I u SG Q FILL IN WETLAND I BANK AND SCOUR INSERT B� HOLE STABILIZATION RETAIN EST.S24I TON AP CHARLES RICHARD LEGEND EST. 34 SYGF ✓mow -- E- T 19 WHITLEY JAMES I _S JAMES L. PARKER I SURFACE WATER IMPACTS CONSTRUCTION 121 ® TEMPORARY SURFACE WATER IMPACTS i- Sta. 12+25.00 130 O F7FA FILL IN WETLAND * * MECHANIZED CLEARING (GRUBBING) HNTBNORjH CAROLINA P.C.R-5759 13 343 E. Six Forks Road, Fsuite 200 " Raleigh, North Carolina 27609 PW SHEET NO. h HNTB NC License No: C-1554 ROADWAY D U ESIGN HYDRAULICS CK - A ENGINEER ENGINEER ------------ PARi 'T --------- �R-24kO ST BST TOWN'F',N1�IH- ILKE SBO RDqj e IAL ATERAL B EC SFDA IS PERMIT DRAWING SHEET 8 OF 15 ETI J? tVrE I F OSFC 146 1 % ASjjRTRA T S' ♦ N BASESD!TCH Y,Ig, BOqTHE ----- 1142 -------♦ CIA - ------------- 114, B�Rjp EST15 TON E 3 SYGI - -- ------ -------- 1A ♦ S 1140 ---------------- -- -- - -------- El IDE I ------------- '141 0� --- --------- -------- - - I. M,, TP E,D! 1� --------------- ---- -1106 "'S 1122 ..... ------♦ �C4A B'� -------- 1120 -- ---- - - -- --------- ------- ----- --- ----- ---------- -- 7 1102 - ---- 1116 --- V I ---------- -- ---------- IT04 ------------- ��AL ------ CUT ,09 707, ------------- SPEC 5 BASE .1 ---------------- 1097 _-�CIAS S RIP EST I., 070 ----- --- EST. 227 Sy FV1 ----------♦Irb- xez 0�2 -II -------------- 10� @2, 1.m - -:V, C w1A_ p b� --- --- W�4—P -- -- ------- 2SBK CO/VC i\PT ''HUDW T I�C 2S B5T BST Ap ---------- �Do 4� 11� 6- 1,' "4 016 I kl� 104� 0,4 -�, �Rki 13, II r, r`t.♦`\`�I�� — IMPACTS IN ---------- - ----------- � \ �/ L SURFACE WA - - - - - - - - - - - - - - - - - - 26 0 43, -o Lu E WILL "jg/bieti TERRENE T024-- DI LJ�F. B"_ S PU W ---------- ------- -------- 0,0L ML --- -- - - - ---vol UVZ r FU AccHNs0N AND RFGREtZRY A HALA THOMPSON- Lu CARLESIVEY- to 9,o, +;ro .j-9 _REMO 11 u. SIT: 3 -------- - IN �URF R N A -------- WITLA K TEMP. �.mp___ NN CHk GE] �70 po, 60" RC -I v SURFACE WAHER' 0 E=J�— C �H BURIED I T�, FT A V G jam' 1,mEC I _-N 4L LAN �A _j CHANNEL CHANGE N CLASS I RIP RAP CWA TONS TING 7 i� 01)��KFI X0 ' S QPT� 1.7 0 Lu EST �-5 E CONVER 1 4 SIG INDA A -.oL -r-- / IN W SEkT_ A- �v - - - _�t SG BANK SCOUR INS < GI ------ FfOLE STABILIZATION HLL�0- HAROLD D�� R --- RETAIN CIA I RIP -RAP EST.SS4 TON I J4 LAND L 11L P4 �y --h�AMM EA' G jAMIE`S Nam,PiF�E� SURFACE WATER IMPACT KEY JAME'& I F7A t LEGEND E T�y Z�OL Wf S p, ETLA�ND 121) TEMPORARY SURFACE WATER IMPACTS ------ F7FA WET AN —_y 00154 A�' j, GR �7 IJN - FILL IN WETLAND HAROL AND MECHANIZED CLEARING (GRUBBING) .0 L INDA ASHLEY CALL 0 ',,M THOMAS CALL Y AART C LLEN ASHLEY ALL C, PROJE( LEGENDS ROADW EN( S SURFACE WATER IMPACTS TEMPORARY SURFACE WATER IMPACTS SITE 4 SURFACEPWATERN FILL IN WETLAND MECHANIZED CLEARING (GRUBBING) PEF $G IMPACTS IN SURFACE WATER SF (54" WSP) ------------- �- - _------- --- - - - - f _-- 15" RC P—IV _ _ -- p ------ — 15" RCP —IV �F op E IMPACTS IN SURFACE WATER CB-F FILL W/ - 54 WSP C B—F J B �IV/ H J B MH—�----___ 3 6" RC P—IVAV IMPACTS IN SURFACE WATER_ F fah RCP) TEMP. IMPACTS IN O° � SURFACE WATER PDE 1 SITE 3 ILL III �/ETLAN SITE 4 SH MECHANIZED CLEAkfN $G E /� IN WETLY 25' 50, 75' 100, IMPACTS IN SURFACE WATER R PH SCALE (CHANNEL CHANGE) PROJE< LEGENDS ROADIA SURFACE WATER IMPACTS EN TEMPORARY SURFACE WATER IMPACTS SITE 4 SURFACEPWATERN FILL IN WETLAND MECHANIZED CLEARING (GRUBBING) PEI $G IMPACTS IN SURFACE WATER SF (54" WSP) �20--==------------------------- ___-----_ --_ - -- --------------�__ -------------------- - - - - -- -------- fey ------ - - ----- - --- 0_ --- ---------- -- - RC o zo �_ -------------- — .-- - _ __-- - - - ----------- -- ---- -- -- ------ - ---- - ---- ------ --_ - - - — — - -- - - -______ --- J� � ------ 15 RCP -IV o E N - -� -_------ --------- --- --- ----- ---T--S-B-----I-------_ --S-- URF- ACE -W__-_-A_-_T-_E-_-R --------- -- ------- ----- - ---- ------------------- -- -- - -- -- _--_- -- ---- ------------------------- -- ----------- ----- --"-- _- - - - -------------- ------- - -- ---. --- -- J M H 3 6- RCP —IV -v oAV " -- -- _ --- I SURFACE IMPACTS N SU C V� -,-a6 RCP) TEMP. IMPACTS o M M C S IIN 0 p a � o SURFACE WATER N � � , � � ,� _ SITE 3 ILL I��TLAN SITE 4- �t:S:H] MECHANIZED CLEAkfNG $G LWE] =�o= I ETLA N W 25' 50, 75' 100, IMPACTS IN SURFACE WATER R PH SCALE (CHANNEL CHANGE) C�NTB HNTB NORTH CAROLINA, P.C. PROJECT REFERENCE SHEET NO. DC R' 343 E. Six Forks Road, Suite 200 R-5]5S 14 Raleigh, North Carolina 27609 \ NC License No: C-1554 RhV SHEET NO. \ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 1 SECOND CHANCE \C \ HOME INVESTMENTS,LLC 130 \� m SCOTT F. GLAZE 0 1p RANCIS MICHAEL BARBE _ I 15+00 -Y14- ` m PERMIT DRAWING / / � \ SHEET 11 OF 15 // 38 / EiP / JOSE JESUS OLEA B 51L10 JUAN ANTONIO OLEA C AMY it EiP O `-` DO o ^i I— v BE DITCH SLE S A. 1 5? 002TO 0149+45 LT C l� El O � Q �'^' MOLLY S.NICHOLS,E+ Al. \ !' LIP �o ` SPECIAL CUT 'V' DITCH O• BDO BERM DITCH \ - \ 1 I SEE DETAIL O SEE RDWY STD. 240.01 \ / SPE IAL LATERAL 'V' DITCH 2GI.. - TRACIE MCMILLAN DOWNER SEE DETAIL 1 P� 2 ELBOWS AND L- STA. 142+56 TO 145+00 LT / \ ry \� \ 134 E 24" CSP / / SLEEVE GASKETS \ II SPECIAL LATERAL �E -� - �7 �_-- C BDO FALSE SUMP 'V' 'V' DITCH SEE DETAIL 11 131 J �. �`�__- IL 13 C —�� J J a HUDSPETH GRADING, INC. /�� - / B-G Cr 2G 24" CSP W -L- POT Sta. 149+83. 8= L '� �� Q e� 2 ELBOWS AND -Y15- POT Sta. 10 CB- Roo a LUG w e O 4E,_ � SLEEVE GASKETS BUS RCP E ND Ii5 ZS SPECIAL CUT 'V'DITCH FALSE y F F Y \ R SEE DETAIL 12 SEE DETAIL 11 _ G / �G3 \ B•p�c ,,nr\�, \ \ - 2GI 2GCB ss ✓\�\ �\ \"' 6-G 24" RCP -IV T DI Js El —__-- END CO STpi R �s � F v -- - - SPRING OUTLET CHA�N'EL STABILIZATION HOUSED PUE GRP BAT '' \ ./ �^//CLASS 'I' RIP -RAP --- ABAND / "� SEE DETAIL 40 _ N BILL,Yn,R. AND �°(� ELAINE W. MICHA j I F B- T DR. RONALD E. & 870p ;ram ISBLK MARY SUSAN COHN 143 144 � � BUS ieuCB-F �WHITNEY L. COHN s GR , DANA HOLDINGS. LLC TEMP.. IMTS I a 12 SURFACE TE LATERAL BA CLASS B R - 4 +LP-10 -Y151- POC ` T + 4 RANDY V. AND SON RA J. BELL aE T. 105 TYGF °-cyDRW12- POT *0 0 $ RS FUNERAL 139 HOLDINGS, INC. g„T7 is INSERT' �, P eB m `p is\F IMPACTS IN SURF4 TER -- INSERT A (66" RCP) - 142 ss TEMP. IMPACTS IN u y + CK IMPACTS IN/ RFACE WATER KILMaRKhi 1 L. SURFACE WATER C W F (BANK STABIZATION) / p 3 DETAIL 21% SITE 5 3 M° Po z �Q SG IMPACTS IN SURFACE WATER�� / aF `� ,S � (66" RCP) � � � � � �. ae" RCP -Iv BUS SPECIAL CUT 'V' DITCH / 1 \ O IBURIED 1 FT) / �\ W SEE DETAIL 1 � , \ �' BANK STABILIZATION \y3 IMPACTS IN SURFACE WATER O (BANK STABILIZATION) P bETAIL 21 SURF ACEPWATERN x 7 IG/ z i NOTE: 0' 50, 100, 150, 1. ALL DRIVEWAY RADII ARE 20' UNLESS NOTED ON PLANS. 2. ALL OUTSIDE CURB & GUTTER ARE 2'-6" UNLESS OTHERWISE NOTED. 3. ALL ISLANDS ARE KEYED -IN 5" MONOLITHIC CONCRETE ISLANDS UNLESS OTHERWISE NOTED. GRAPHIC WALE-_ 0 f- z� CLASS I RIP -RAP T.42 TONS ice - E 40 SYGF E TAIL 21 .��F �F LEGENDS TEMP. IMPACTS IN SURFACE WATER IMPACTS SITE 5 REMOVE SURFACE WATER / TEMPORARY SURFACE WATER IMPACTS / H STATE OF NORTH OLI END CONSTRUCT}QN } FOR INTERSECTION DETAIL, SEE SHEET 2B-11 -Y15- Sta. 14 +15.0 / FOR -L- PROFILE, SEE SHEET 23 & 24 FOR -Y15- PROFILE, SEE SHEET 39 ,�i �a FOR-DRW12- PROF LIE SEE SHEET 40 m rl �§Nc w - I I, I _ TB HNNORTH CAR 0 L I NA, P.C. �� 343 E. Six Forks Road, Suite 200 Raleigh, North Carolina 27609 NC License No: C-1554 PROJECT REFERENCE NO. SHEET NO. R-5759 24 RhV SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER SECOND CHANCE - C 'HOME INV♦iSTMENI II �� 110 } S69TT F. GLAZE ' so \m♦ _ !�j`, VVV ' RANCIIS MICHA'EL BARBS PERMIT DRAWING t0 -YT4- ------'o ,d 3a_ - SHEET 12 F 1 �a% _ S O 5 _ - ---- --- - - =- I, ♦♦\8' __�___•,_ �1'i 0� _________ 11 d __- 1112�� ' -10] p �l l a`�a`1086'`r' o♦ ____ _ \♦1 �♦6 J\08a_______ i`W D JC S�LSIO /`1L}(j'.i /iJ/ ♦ ♦ 1s, ��, >la�♦ \\ `18, l 20- 10�4- N dN�TNNI vEA,,y YY i °a♦`, »z� ��____________/o/ I/�. °: ,� ➢� ___ �'�:/ ♦ _ __ .• I / , �,� ♦ v8 .♦� O�'-----------__ -------------- _ , w----------------------- ,A, ___ --- -- �l ��i /��ry ♦0"10- V1-- \i02 %9e � / - �_�IOJe-�� "QT�` 2` ___ '--IIO - /��._,056 ':.•" ��M1s'L'1./�/// ��lo�z__,=I �6 °-B€RNy _-_ -aP �qti /- - Iq'yu a 09 _ §EE DWY-ST6. 24H.Dlr Y - '�oio; - __--L-STl.}dS+00_TO-19--, T_''/J- `oe°��C, '��6, ,;%,-T _- ♦o - - .� - -_- --4 �,- '--- / �� _-_9$e�o� .' ��,��♦� � Imo_ _love- ---" ---_ - _ _ II, 1 / '♦ �, �I I. 11� z� _ _ �•�j - -=F '' lone' a� 'off 66- ♦08b� �0 i0'18 ��//�� / 0,� )pI - -109 ♦0a�_ - ♦08 - --,p68 _s_ �1038 /� �9a �/- \�- Q'��_,♦o�"�-o`!SPECI' �a'a� /,,,i � -Iona- ,,- ',-'" ,-� _-303. ,��!DFC` - - Er _ sEE 6 4 r' - -- Wry -- _, _-- --a _ - �-- - _ _ �H ♦RM DITCH �e _ e � _ ♦oi ♦oio' � (on_ _ �4, -_ _ � � � � / C II II ' -4-- 0 / N EE __ / -- 6a �SEERDWr_s7D.-240Ar- = ---- _ - - ,- - -,� �_'_= �- p?�r`e s rAL�u e� ��,/�zGI�� '------ - d ra Tar+-bQoaB6 145+U0-LT ,o,a� �,� _ , 'l —__ �- �' '--- - _ -@ T ,'9 - aa�tsr,�lar -- -- -_ 96 osz-===� �'/TRaeIE ��El�ntaDpwciz-,DFT� �( •050---`ea, 21E BOWA AJJD.'� -�a-' - __ ,'0,�� ,_--_ �_,__�j _ (J' __-� _ -=Imo-- � ,- __- '.- -- ,�, y cc --_==a= _ -_' -' io`-' '�`�°�Q-� ,�� \,�1IS EVE 44..A RETS` t - _ .----1nrc,� 7 ,I106. �\ ♦ � ♦ _ is = er yP'- , ,,o, �,�♦♦ `♦F:4L SUMP � ,.+, ♦ �♦♦ ♦ ♦♦g� ��i,�L ih� C —�-i �'� �I►IUDSpEiH-� NG.7NLIosa _ ,-' ,--♦oeo' -', ___,- -_, o ',__ -' _= ��.�'a.,,•. ��i?�� Sgeo-�'•� _�_-_ - � _ �� /� �-' e-G (�� ♦l��a♦ spa ��. _ _ J y loam_ _ - ,-' BaEU3 OgY,��7,5�5 CH- a ae osS_ _ - mee - D, _ __ - _ - �1042 Soso e`SLEEGE GASK�Ty$ 1046-_- - 1038�� \� II �F C N� 115 •O ISM BUS 'Wb1TiN_ _ _-♦oeo - a� FA -SUMP �� % G IBp9 Q -1033 �t 92 _ _ 3o3a �'o SEE DETAIL 11 GR 2GI F a2 Y A`j \`'m `` .. \ - \'` _ CB _ 5' V 9v� - - - - - - _8_� __ w , a 'vent' — --- r�� ,,,,,, _ _ _�_ __ __ _ ENb CO $tom T� I i`d'�, I X sm oM� �"' _ �°poi � � � ♦"?,i _ SPMIyG �P�¢ �L ---_ ---- � �� I ' OUTLET CHANNEL STABILIZATION Mx15�� GR Bsr �� v n ,CLASS 'T RIP RAP - -_ °ol' - efie __ __�E�o �,�; PUS, SEE DETAIL 40 ____ olol soo _ __-, ♦ __ &L;`-R�kNDw��=-__-___ �� ,r�, F IDR. RONALD E.4 ��I-^"' _ _ e a� PA ��,V'., ,,_ ♦ �EL 4IN€'UdrANEHA// -�eCK MA SUSAN COHN 143 144 vas;gsa-�'_, _ _ A �k, V WHITNEY L. C6HN II.__ zpoe, vlol �M" , yaa _T3aS IBus __ I Ce-F ✓ / DANA HOLDINGS. LLC ♦ y1 I 1 A� a��/f}.�� 988--![/```� VIi'C' _ .7- / ♦♦ ___ 98d, I 1 I II Y1 12 SUR �CEw,. T _ " 139 � zBe LATERnAss e _ g --- 4 ryr-NE� �� -Y15- POC ��T s� -- i' y E T. 105 TO I / RANDY .'V. A4 .�,5 RTiI J. ♦BALL ',2♦ i\ I' E S SYGF �� t\Qo` 98z�� [� -DRW�2- POT +q 0 ��RS�,Ft�NE$A'L HOLDINGS. INC. g IL" Js -[j.S ry � P �",I o / - i � p s .F IMPACTS IN SURF,A ;TER - ,INSERT A� -(66" RCP) KILB`�"S LIVES OCK I Ss TEMP. IMPACTS,IN y + IMPACTS I RFACE WATER I 'AARKET. I C. `9 - W'/ (BANK STA� IZATION --- 80- SURFACE WATERo F D ) - 3" �M Po �� . ETAIL 21 SITE 5 SG IMPACT'S I� 1 Q I SURFACEWATER �, � ' �� IS ' m ♦ / BIDS / �� _ ♦_�- S � (66 RCP) � � � i 'ter ♦ . C , �I �.. IRU RCP -Iv n I HU RIED I FTC 6 .♦ SPECIAL LR�T 'V' DITCH e `r s _ SEE DETAIL 1 / i �� \� ti\ -"�= pZ4 CLASS ITIPIRAPTION / , IMPACTS IN SURFACE WATER E T 440 s°�F (BANK STABILIZATION) - / E TAIL 2 Pb b ETAI L 21 f s� ----_ TEMP. IMPACTS IN� — oti LEGENDS SURFACE WATER �� TEMP. IMPACTS IN F7S,21 SURFACE WATER IMPACTS REMOVE SURFACE WATER TEMPORARY SURFACE WATER IMPACTS I ' ,Iq ii` SG JJ 970-' / I /STATE OF NORTH NOTE: �i �`♦5e o� END CONSTRU N ,d s�„ 2 qe� 1 �♦ FOR INTERSECTION DETAIL, SEE SHEET 2B-11 1. ALL DRIVEWAY RADII ARE 20' UNLESS NOTED ON PLANS."\ ♦"�� 50' 100' ISO'' o� -Y15- Sta. 14+ ;�� _ FOR -L- PROFILE, SEE SHEET 23 & 24 2. ALL OUTSIDE CURB & GUTTER ARE 2'-6" UNLESS OTHERWISE NOTED. '1- 2`L �� A� o'I� _ FOR -Y15- PROFILE, SEE SHEET 39 - 3. ALL ISLANDS ARE KEYED -IN 5" MONOLITHIC CONCRETE ISLANDS UNLESS OTHERWISE NOTED. GRAPHALA � I e o' -4^� ma FOR-DRW12- PROFILE, SEE SHEET 40 �n, ti PROJECT REFERENCE NO. SHEET NO. LT HNTB NORTH CAROLI NA, P.C. \ B BGS / I w �� C�NTB 343 E9 Six Forks Road, Suite 200 R-5759 1(7 Ralei h, North Carolina 27609 NC L i c e n s e No: C- 1 5 5 4 D SSHEET NO. ROADWAY DESIGN HYDRAULICS V/ENGINEER ENGINEER V o 5, q \ ROBER & 2R 0CID \ ° o IELIZABETH DUN F 0 V BST eRA RD PERMIT DRAWING e`�2 VAS DORI I. ETC SHEET 13 OF 15 /29.9 �� NETTIE�S STALEY A MA DAUGHTER Io wTLT ESP B SpeM 'e<aT \ m f3 .�� cR ET�g S NLEY & �5 of lOLA�\�A TERY \ P SHEPERD REAL ESTATE, LLC STATE HIGHWAY AND PUBLI WORKS COMMISSION 1% +11.68�''N SCOTT NAFE Iv m DUKE POWER \ \VA ' ` P \ o 2 O \\p\ EIP � / �m coMco� Q� e V� —L— PT Sta. 03 h Oy LLI APS', ® @ \ 2 / ' + SUBSTATION \ M 9 ®T \ vJ \ \C \L ASP \ \IJKN \\ IP LLI �� __ �' ia^ cPT ma i —L— P tC. 175+ Ml \V �V � � /� � \\ MH EycMP�\ SHEPERD REAL ESTATE, LLC SHEPERD LU � z^ k 0 ��o 'P ESTA . LL ��3H-R�� \V/ END MILLING & OVERLAY T _ETAS 1 RETAININJD \`,�S \�E \N �_ �� p U C_S W/ASLBD WS c'� \ \ REMOVCLEAN T `'J' C�� L,//j \\ \` ENQLCSOta.S178C440.16/LUG SE RCC NNIVCT�RS `; f \ EXISINCB /3P O � a'cP ��i BE N E ISTIN BRIDGE DEPARTM T 0 TRANS 0 _ AN CY THE AT §E/ m �' s• Ep $T CAROLII A D `' � MOVE o �` s SHEPERD REAL __ 1 F ESTATE. LLC V/- j�' � TZT ��z VA � ✓F NC u5 Cl I CONC BST Miz MZP�\� +s� z� \ 2 --- -- o / F CLEA OU END NOT 9i} V:PAL2q \ �� MPOSTH SERT A FOl1ND R STABLISH DECK DRAINS SAME INTERVAL AS EASTIN I <00 REral E EX IN BRIDESOFLLJ a� aje �� N B IN XISTING A PROACH g —L STA\ 5+ 7+/—_ IN MIL I � A( BIT eEee ��rzp30A �\\ STA 170+99 +— EXISTi�G PRO CH LAB �_P' —L— STA 17 4 oN T / ° �lz �Fr�Aq A �W� Ei L— srA 1 +i �' = SITE 6 -TE ROJECT -57 9 �I /�� V S RF & ATMRO+99.65 �\ w c� �$iFC LIMITED PA RSHIPe� �� o• AA\ 2y� Ell TRUSTS OF WILKES" � C BANK SCO c1, COTT AlE,ii C E;I T 5 �,r tiP JF \ L� LI TION \ 1 y. �c �� VA Q� CHRIS .CHURCH ctri ss r�la �P 1€DETEST. 8 SYGF 2 AIL �\�� EP _ � � � PAT \ \ V JMPACTS IN s \ " ��P \ �R� ONV�ooE�P \ v° �\ AMPACT g IN \ SURFACE WATER s \� s NSURFA4 WATERf� NSE A (BANK & SCOUR H . SBANK &SCOUR HC� E STABILIZATION) TABILIZATION) -)W/T DETAIL 22 --DETAIL 22 � � �+ V °� �\ STAT HIGHWAY AND PUBLIC WORKS COMMISSION 16 EiP MARK ALAN UNCAN tiP \MH 1a6 SITE 6 30Cam - SF ESP -TEMP. IMPACTS IN I�r�°iy T SURFACE WATER FGFNI]S �� SURFACE WATER IMPACTS DI o EiPO\ / ® TEMPORARY SURFACE WATER IMPACTS TO NOTE: 1. ALL DRIVEWAY RADII ARE 20' UNLESS NOTED ON PLANS. 2. ALL OUTSIDE CURB & GUTTER ARE 2'-6" UNLESS OTHERWISE NOTED. FOR —L— PROFILE, SEE SHEET 24 3. ALL ISLANDS ARE KEYED —IN 5" MONOLITHIC CONCRETE ISLANDS UNLESS OTHERWISE NOTED. ___ ti PROJECT REFERENCE NO. SHEET NO. H5r LT HNTB NORTH CAROLI NA, P.C. Og WI2 r9'.r E. Six Forks Road, Suite 200 R-5759 16 Ralei h, North Carolina 27609 B < wi�T N C License C e n S e NoC- 1 5 5 4 ROADWAY DESIGN SHEET NO. HYDRAULICS o r\� ENGINEER ENGINEER { \ oll 9 9' �4j` III, �;� `\�>• ` ��;\�---96p,' mar Ay$0, 9", ROBER OB �� w \ELIZABETH OUN w Sf m i\\ RA RO MAN \ \`;G PERMIT DRAWING \ - �`\�o , ; oqe� ,'��\ \ esr T \e\2 \Fa DORI I. ETC'�` 99a q'� � o -- °y�; \,;� - SHEET 14 OF 15 o`6S �r�•�`�?� �� NETTIt : �TACEY A-#A"A DAUGHTE r A -- - �16d ,W�? Il i�ZC� �� ^ �G' y/0f6_�� 4q6 L46 O ` `ki'bWfLl ;?F.kM ---_�� _EIP --996� � ��'Oc - ' ��\i �� ET� S NLEY & _ - ��a� -: °>"g \ I L A TERY - H PERD REAL -EST -ATE. LLC 146 L.� a,rD1� 4 \� S E r ,2 r Y �� oc, _ - aF � �•r �� STATE HIGHWAY aPUBLI WORKS -COMMISSION � per' _�' � 6-5>� y _°�� e+11.68, r�i r it r `/ � X.. LIKE POWER \ .'. EIP LO /ENT.\ I� + SUBSTATION ,r✓ IW :APIF S ® �_ �`1 �'rl'I rr( _ \ /2. ,aa LT z 41 r'11\ - \ _ \,rr \� 1111 N I Z6 �_i/� ' r'�'� \ 1 �C. `r �66 2 �i - Vi m1 >' - ti'' irii 6 \\ ��1- 9L6_ 1 �Ft &N `v / AvALVE ss S RD REAL TAT LLC G - \ ' ! i i _ 'P ' t 175+ 2"��`. e� - � ''� � - \ 5cM%�, � HEi'E, � �i� CP/ 4 MPS%ab� a �i ',0: ihb,_ W�,---'--'MD Lu -- ryas ia' Ff RE P�� se6 �� W _ARE r SESPEf2D. LL L"�\a6°e / �� Ai END U1ING')& OVERLAY- tiIW RETAIN AND' , ,'�.' 2 �\ c -E'EN CONSTRUOIJON our /- Sta. 178 O wiBos - _ 8a6, II�i„'/ r NN CT RS �� i Sr,� o L P Z96 Y- G EXISTING C i r N E IST BRIC)C'p �'d;aA N� ib�TRANS �' �r .'_ �� 966y- -- ° :,o•` -- ---- --- _ 1 +11 + -- �'� iii I �I ' Yr THE i ,'„ � --yyyy�� ,' •� �___Q"-��,� l� � \�'� q _�'\� �______ __ _ � Y _�`o _ wr, �� i —� er'q it _ _� `'- ��i°��__£ °pe SST EIP CAROLI .LL o[_- -- ---- --- ' ' °oi-£$b[o o�A a �� SHEP�RD REAL 000 �:� 7s >\� s a°°� ESTATE Qo- _10 )dt� Q NC 115 -- � � o VNRBT \ I 'rvr vr— — — — — — — MH N � `sue i.. I l ii , "' -- ,�� -- �� -[LfR 8 -'`no- ivar .1 ' I I �"I ��I� 1 ; s9z_ i�`�I '"g` � - � ✓" �/ .c/�/ \ \�` e 'ice°\\' _/-� �pQk;TB -- �, 'l`^olor ��`w° � ETA -F i J �` c'� �_R_____B__�!�� STABLISH DECK DRAINS �'8' RET ciJ ,,� SAME INTERVAL AS EXISTIN �i% ib,� EX IN I BRID E�` AIN_ ON BOTH SIDES OF BRIDGE iil �E1N _ R _ 96� 9' r -L . ST5 7+/- Ses w jest. e� aW y �� B I{�I �� XISTING A PRO, Ia I� a t , l"r� '�'lb N�� M�L� G)��IiLA( esr o /� i//� �� O s _� �� 2 j .� % e eP - Tcp i4 EXISd I PRO CH LAB P'� �,rRo y'STA\V o a o_ ,/ Tel VO+99 +- GI "'j' ir�� I '3 _ _ " " ROJECT h,r ' =�� SITE 6 T', ��'��''''�?,a , A \ 5 �,�� &� o V �� - -S F �lT��+99.65 ��il w �. �`. °�a`�� \ �FFC LIN4TED PA�RSHIP �o, v�� 2 EIP �} �o �r�r.io r r Z. a° __BANK SGOrM1 1' - �� p a5r ��>`g ' AA a�' / Nll S OF Y�ILKES` m I r _ Q SF - _ a TION "dtk' I{ A�E° FF�� _ `CWE115 CHURCH P -C S,�'k�� P , 1 4y,y£6 J M, s = °a2s�__� \� ti%� °Tc' m - €ST. TON is ` l �r. - �;f \ E '.a r $ o�� \ < ��. �� +�, r •�� Tact. _ �. EST. 8 SYGF m r�"M1 ai A %•`�i� �'.,y� v`�`�--__�� my g .�e� l� ��0 rA SEE DETAIL �2� r y , �i�i ,r9 �'�oAHP`�� IND mrAt1'a .396CY �Z`�� _ \`��`�� GRy R �#MPACT �Ar;' r , A SURFACS= ��: ,A �SURFA YAT�� N15�� A'.. �BANK Na'S OLJ �I E---------- --- - y� STABILIZATION .-- TABIL� INIj DETAIL 22 �,�' �Q. --- y�� 'Bsr DETAIL -956_ ST'pT HLGIiWkf. AfS�b'PUBLIC_NORK�COMMISSION .EIP v c+�`,.O M41RYC�ALAN UNCAN �� '.i�� •l �'A��(Iy _ - _ 4_fE '� Q� �- �L 99 --99- __ lab _ ys O � � SF , . ad _ - _ ,Ilk,�°�� tW1 71 PA&T /JN � ,,,� \,\ b IFGFNIIS SURFACE WATER IMPACTS E® TEMPORARY SURFACE WATER IMPACTS T6I � il� � i�iir�r ♦ � i ri � I � i �rll irrri-�_:9L6� , i-�-; _�� _ �� ,'��-� � \ � lr�,�E ``\l t�11 \i 1��1�E: o.11.� `I i� � � � _ , D� D, NOTE: 1. ALL DRIVEWAY RADII ARE 20' UNLESS NOTED ON PLANS. 2. ALL OUTSIDE CURB & GUTTER ARE 2'-6" UNLESS OTHERWISE NOTED. FOR -L- PROFILE, SEE SHEET 24 3. ALL ISLANDS ARE KEYED -IN 5' MONOLITHIC CONCRETE ISLANDS UNLESS OTHERWISE NOTED. WETLAND AND SURFACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Stream Name Stream ID Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 UT to Fishing Creek / SB Y4 Sta. 10+86 to Sta. 11+69 Bank Stabilization 0.02 < 0.01 77 40 2@9'X9'RCBC 0.01 44 2 UT to Fishing Creek / SA L Sta. 45+80 to Sta. 47+60 Channel Change < 0.01 < 0.01 92 11 48" RCP and Roadway Fill (Roadway Left) < 0.01 41 48" RCP (Roadway Right) < 0.01 3 Outlet protection of 48" RCP < 0.01 < 0.01 15 9 WB C3 Sta. 10+93 to 11+17 RT Roadway Fill < 0.01 3 UT to Yadkin River / SH L Sta. 134+83 to 135+20 RT 36" RCP < 0.01 < 0.01 35 16 4 UT to Yadkin River / SG L Sta. 134+52 to 139+94 54" WSP 0.01 < 0.01 157 66 Channel Change < 0.01 114 Bank and scour hole stabilization < 0.01 < 0.01 21 13 WE 33 to Sta. 136+84 / Y13 Sta. 11+58 1 Proposed Roadway fill slope 0.01 0.02 5 UT to Yadkin River / SG Y15 Sta. 12+17 to Sta. 12+48 ial lateral base ditch / Special cut 'V' ditch / 66' < 0.01 29 66" RCP < 0.01 5 Bank Stabilization < 0.01 < 0.01 11 26 6 UT to Yadkin River / SF L Sta. 170+27 to Sta. 170+46 RT Bank and scour hole stabilization < 0.01 < 0.01 10 10 TOTALS*: 0.01 1 1 1 0.03 1 1 0.07 1 0.02 1 625 1 220 1 0 *Rounded totals are sum of actual impacts NOTES 2018 Feb Project Tracking No. (Internal Use 19-02-0017 t HISTORIC ARCHITECTURE AND LANDSCAPES LZ ASSESSMENT OF EFFECTS FORM ' This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: R-5759 County: Wilkes WBSNo.: 44691.1.1 Document Type: MCC Fed. Aid No: N/A Funding: ® State ❑ Federal Federal Permits : ® Yes ❑ No Permit T e s : USACE Proiect Description: Widen NC 115 from US 421 to 2nd Street. SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW Description of review activities, results, and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was undertaken on February 20, 2019. Based on this review, there are documented and undocumented properties over fifty years of age within the Area of Potential Effects, which follows the boundary of the Study Area. An Historic Architecture Survey was required and performed Summer and Fall of 2020. The State Historic Preservation Office reviewed the findings and offered comments on the eligibility report on March 19, 2021. Four properties are determined eligible for National Register listing, and all other properties over fifty years of age were determined not eligible for NR listing. There are two properties, the Wilkesboro Livestock Market (WK0469) and the North Carolina Army National Guard Armory Complex (WK0472), that fall within the U.S Army Corps of Engineers (USACE) Permit Area and will require an assessment of effects. The two additional properties, Carolina Motor Court and Cafe (WK0496) and the Thomas Beckley James House (WK0507) fall outside of the permit area and do not require an assessment of effects. If design plans or funding changes, additional review will be required. Historic Architecture and Landscapes EFFECTS ASSESSMENT form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Page 1 of 3 ASSESSMENT OF EFFECTS Property Name: Wilkesboro Livestock Market Status: Determined Eligible Survey Site No.: WK0469 PIN: 3878-16-6130 Effects ❑ No Effect ® No Adverse Effect ❑ Adverse Effect Explanation of Effects Determination: There will be no adverse effect to the resource with the environmental commitments listed below. List of Environmental Commitments: 1. Maintain access to the property for the flow of trucks 2. Restore/replace fencing 3. Minimize utility impacts Property Name: North Carolina Army National Guard Arno Complex Status: Determined Eligible Survey Site No.: WK0472 PIN: 3878-25-3726 Effects ❑ No Effect ® No Adverse Effect ❑ Adverse Effect Explanation of Effects Determination: There will be no adverse effect to the North Carolina Army National Guard Armory Complex. List of Environmental Commitments: FHWA Intends to use the State Historic Preservation Office's concurrence as a basis for a "de minimis" finding for the following properties, pursuant to Section 4(f): Historic Architecture and Landscapes EFFECTS ASSESSMENT form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Page 2 of 3 SUPPORT DOCUMENTATION ❑Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE Historic Architecture and Landscapes — ASSESSMENT OF EFFECTS —DocuSigned by: NCDOT Architectural Historian —DocuSigned by: 5/3/2021 Date 5/3/2021 State Historic Preservation Office Representative Date —DocuSigned by: Federal Agency Representative 5/3/2021 Date Historic Architecture and Landscapes EFFECTS ASSESSMENT form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Page 3 of 3 Project Tracking No. (Internal Use 19-02-0017 t HISTORIC ARCHICTECTURE AND LANDSCAPES LZ "EFFECTS REQUIRED FORM" ' This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: R-5759 County: Wilkes WBSNo.: 44691.1.1 Document Type: MCC Fed. Aid No: N/A Funding: ® State ❑ Federal Federal Permits : ® Yes ❑ No Permit T e s : USACE Proiect Description: Widen NC 115 from US 421 to 2nd Street. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW Description of review activities, results, and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was undertaken on February 20, 2019. Based on this review, there are documented and undocumented properties over fifty years of age within the Area of Potential Effects, which follows the boundary of the Study Area. An Historic Architecture Survey was required and performed Summer and Fall of 2020. The State Historic Preservation Office reviewed the findings and offered comments on the eligibility report on March 19, 2021. Four properties are determined eligible for National Register listing, and all other properties over fifty years of age were determined no eligible or no requiring further evaluation. The four properties that will require an assessment of effects are attached. SUPPORT DOCUMENTATION ❑Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Historic Architecture and Landscapes -- "EFFECTS REQUIRED" NCDOT Architectural Historian Date Historic Architecture and Landscapes SURVEYREQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Page 1 of 5 Noith Carolina Department of Natux.darid Ctiltur.d Resources Spate llisraric Presermtmn Office Rams LL BLrtos, -k&MMkt=to[ f;rexrnpr Roy co" March 19, 2D21 NEMOR ANDUM TO: Kate Husband klhusband(ucdot_gov Office of Human EnT•uournerrt NCDOT Division of Highways FROM: Renee Gledhill -Earley �•�° En-1,HO IEntal RLn iew C.00rdmataT $e3rrrar R Rqi A�ilrgn SUBJECT_ Historic Stra tmes Sun ey Repot far R-5759, Widening of NC 115 from US 421 to 2nd Street, North Wilkesbom, PA 19.02-M 17, Wilkes County, ER 21-0542 Thank you for your Febnmry 10, 2021, meeniorandam tran=tting the above -referenced report. We have renieu ed the report and offer the fallowing coruments. We concur that the follommg Properties are not eligible for listing in the National Register of Historic Places (NRHF) for the reasons outlined in the report. WK0457 (Traffic Senices Department) WKO458 (Willis Correctional Center) WKO459 (NCDOT Maintenance Facility) WK0466 (%Nland Todile Company) WKO471 (Commercial Property) - 9D3 Staten-ille Road, North Wilkesboro WKO473 ([.'hick -a -Dee Hatchery} WKO479 (Brooks House) WK0537 (C.C_ Wright School) We concur with or believe that the following properties are eligible for listing in theNRHP and offer Clarifying CCntuaeots. VJK04 9 (Wilkesboro Livestock Market) is eligible for listing in the National Register of Historic Places under CriumonA for agriculture and under Criterion C for architectural significance. We do not agree with the recommended boundaries depicted on page 6-12, which should in -chide the 1975 cattle sheds to the north of the Li--enwk Market_ The cutoff date for the proposed Period of Significance is 1970, corresponding with the fbunder's death and change in management. Howc%Tf, the property is not considered eligible under Criterion B, which would male 19-0 an appropriate end to the POS. That management changed and continued to use the facility for its original purpose, indicates a continuation of the property's historic associations and suggests that a more appropriate aunff date would be at least 1971. Lac.dr� i#J ear]raya $s Ry�F. NC ITdhl eaa.�ot Adew:: #5 L' n{d 5rs.�.s r mac, Rs1 1Y: 2'k}}�fil� Sdtploo Fes: rig) Ri+4F7ift 4.6MR Historic Architecture and Landscapes SURVEYREQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Page 2 of 5 Because the sheds were constructed in 1975, and because that's only four years past the flow-50-year cutoff date of 1971, mean that it is reasonable to include the livestock sheds as contributing stnictuies on the site without having to claim Criteria Consideration G for exceptional significance. We recommend revising the PDS to 1947-1975, when the last major resources related to livestock production were built. While there appear to be other secondary- structures on the morthem parcel that contains the 1975 lh estock sheds, insufficient data on these resources (whose W,.ely ephemeral nature may make construction dates difficalt to •detenume) mearus they can be excliWed front the National Register boundaries, which are sholam on the attachment in BLUE. nether than the consultant: s shown in red. The southeiu boundary is also modified to shorten it extension into the intersection of Armory and St enille Roads_ WK0472 (North Carolina Army National C3uard Armen) is eligible under Criterion A far Po itiewGovernment and Military and Criterion C for ardutectme_ WK0496 (Carolina Motor Court and Cafe) We do not emm with the consultant's assessment that the Carolina Motor Court and Cafe are ineligible far listing in the National Register. While the 1925 cafe has lost integrity and the altered 1970 ranch house has only a loose association with the complex due to temporal distance from the 1938 cottages, a closer analysis ofthe property is vs-arranted. Tourist camps and couits from the 1920s through the 1960s are considered eligible under Criterion A in the area of eIILerta u nmVrecreation, rather than Criterion C: for architectural sigriifuance. Such tourwt camps and courts ;{sere very common across westem Notth Carolina, with k-wer-rema� as the decades pass. With the rise in popularity of tourist camps in the 1930s, the 193 S construction of the C:arolum Motor Court is unsurprising- especially- in the mountainous -western region where outdoor recreation "-as popular. Givan the nuinImi of cabins built and the popularity of these places during the second quarter of the 20th century, the clientele likely included a mix of patrons over the years. Although five of the two -unit cottages ha,�T been altered to serve as single -unit dwellings, five two - unit cottages ha-,,.e their original plans and four original four -unit cottages remain extant. The cottages retain their overall form and exterior matey at s, including original a ndonw-, and exposed rafter tails below front - gabled roofs. The recommended boundary is set at the tax parcel line to incorporate as a contributing feature the m-erall site, .vhich includes the circulationpatterns and access from Statewille Road. WKM507 (Thomas Beckley James House) is eligible for listing inthe National Register ofIlistoric Places under Cnter-ion C for its airhitectural significance. The abm-,e comments are made pursuant to Section 106 of the National Historic Presenwtion Act and the Advivwy Council on Historic Presen-ation's Reguilations fad Compliance with Section 106 codified at 36 CTR Part 800_ Thank ) our for your cooperatwa and consideration- If you haze questions. concerning the abcn-e connue f. contact Renee Gledhill -Earley, environmental reT iew coordinator, at 919-514-6579 or goy". In all future communication concerning this project, please cite the aboN-e referenced tracking munbes. Attachment —b under- for Wilkesboro LnTstock Uuket cc: Mary Pope Fuir: NCDOT mforr. bgdot. g Historic Architecture and Landscapes SURVEYREQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Page 3 of 5 VVV. b9 (Wdkesboco Ta esbDck Muket) pcoposed-NMEP-ekg"e brnuzd sz Historic Architecture and Landscapes SURVEYREQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Page 4 of 5 r'f� WK0496 Caroluia Motor C mut and Cafe; proposed NTHP-eligible bomaarr Historic Architecture and Landscapes SURVEYREQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Page 5 of 5 Project Tracking No. (Internal Use 19-02-0017 �r t HISTORIC ARCHITECTURE AND LANDSCAPES **SURVEY REQUIRED FORM** - This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: R-5759 County: Wilkes WBS No.: 44691.1.1 Document Type: MCC Fed Aid No: N/A Funding: ® State ❑ Federal Federal Permits : ® Yes ❑ No Permit T e s : USACE Proiect Description: Widen NC 115 from US 421 to 2nd Street. SUMMARY OF HISTORIC ARCHICTECTURF, AND i.ANDSCAPFc RFVIFW Description of review activities, results, and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was undertaken on February 20, 2019. Based on this review, there are documented and undocumented properties over fifty years of age within the Area of Potential Effects, which follows the boundary of the Study Area. An Historic Architecture Survey will be required. SUPPORT DOCUMENTATION Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Historic Architecture and -- **SURVEY REQUIRED** 2 NCDOT Architectural Historian Date Anticipated Fieldwork Completion Date: We can complete these investigations using one of the Historic Architecture Team's on -call firms or if Division would like to manage and complete the survey they can use a NCDOT prequalified architectural historian under contract with one of Division's on -call firms. I'm happy to provide a scope of work for the Division to use, but I do need to know within seven days which path the Division plans to follow. All products produced by the Division's consultant will need to be submitted to the Historic Architecture Team for review, acceptance, and submittal to the HPO as per the Programmatic Agreement. Historic Architecture and Landscapes SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. Page 1 of 3 Historic Architecture and Landscapes SURVEY REQUIRED form for Minor Transportation Projects as Qualtfted in the 2007 Programmatic Agreement. Page 2 of 3 4 �.r prf ot Jl� sInLd St sto i�v ZI I s� to t ory Dry' •� ' O p 3 . >n.`4 ! n umr Fe �� `iy c e; yRg f r g r �W(G�rxyru�iA Rd .mp.•1oe:HarcB dt prog,Rdge4 _ „ _ _ _ By _ rf •`�' r — ? S, D B."9al,oS rr,17, ° cc•wrigrn'ScCP Brame Exvy �uyhbufni ' P Q Brame E%pY 1� ; � Wasson i 'TwinO `hbt`Op Fah n9'Ed yreek�Ar igofttd �Rd m, j► Project Tracking No. 19-02-0017 oa NO ARCHAEOLOGICAL SURVEY REQUIRED FORM .i.�This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not �' n y.o : valid for Historic Architecture and Landscapes. You must consult separately with the Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No: R-5759 County: Wilkes WBS No: 44691 Document: State Minimum Criteria Checklist Federal Aid No: Funding: ® State ❑ Federal Federal Permit Required? ® Yes ❑ No Permit Type: USACE Project Description: Widen NC 115 from US 421 to 2nd Street in Wilkesboro in Wilkes County. Area of Potential Effects (A.P.E.) is approximately 5 kilometers (3.1 miles) long and 122 meters (400 ft.) wide. No design plans provided. The project is State -funded, and will require Federal permits. Easements will be required. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: The review included an examination of a topographic map, an aerial photograph, and listings of previously recorded sites, previous archaeological surveys, and previous environmental reviews at the Office of State Archaeology (O.S.A.). NC 115 is oriented northwest to southeast, but is considered north -south for this review. The topographic maps (Wilkesboro/Roaring River) show the A.P.E. is located on a ridge system. It crosses a creek near the south end, and crosses the Yadkin River at the north end. The landforms in the A.P.E. are mostly ridge tops and side slopes. The A.P.E. at the north end includes level flooplain along the Yadkin River. There are many structures shown along the road. The aerial photograph shows the landuse in the A.P.E. is a mix of wooded land, cleared land, and developed land. There are many houses along the road. The Yadkin River floodplain at the north end is densely developed. A review of information at the O.S.A. shows there are no previously recorded sites within the A.P.E. The south and north ends of the A.P.E. are within areas that have been previously surveyed for archaeological sites. Hopkins (1990) conducted a survey for proposed improvements to US 421 that included the south end of the A.P.E. Reid (1999) conducted a survey for the proposed Frontier Energy gas line that included the north end of the A.P.E. along the west side of the Yadkin River. There are several projects in the A.P.E. that have been reviewed by the State Historic Preservation Office (HPO) (see topographic map below). "No ARCHAEOLOGY SURVEYREQUIRED" form for Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 1 of 7 Project Tracking No. 19-02-0017 References Cited Hopkins, Joseph W. 1990 Phase I Archaeological Survey of the US 421 Improvements East of SR 1001 to East of SR 2433, Wilkes County, North Carolina. Report submitted to the N.C. Department of Transportation, Raleigh. Greenhorne and O'Mara, Greenbelt, Maryland. Reid, Dawn 1999 Intensive Archaeological Survey of a Proposed Frontier Energy Gasline Corridor, Wilkes County, North Carolina. Report prepared for Duke Engineering & Services, Inc., Charlotte, North Carolina. Brockington and Associates, Inc., Atlanta, Georgia. Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: Most of the landforms in A.P.E. have a low to moderate potential for prehistoric archaeological sites. The only landform with potential for archaeological sites is the Yadkin River floodplain at the north end of the A.P.E. This area has been disturbed by dense development. SUPPORT DOCUMENTATION See attached: ® Map(s) ® Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST NO ARCHAEOLOGY SURVEY REQUIRED Caleb Smith NCDOT ARCHAEOLOGIST II ❑ Photos ❑Correspondence Other: 5/31/2019 Date "No ARCHAEOLOGY SURVEYREQUIRED" form for Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 2of7 ALLEGHANY e;ron _ J ellersan sr Laurel West ,� nnnys a leTlemw m ca t Ro Gap 2 Ohk"zd Bob A ASHE SUR t. coddle P° K ' fddd 5 pr ings Traphl11 uT & ? c McGrady Fleetwood 5 fate Road I: 4 Elkin nay _ .mnesvl IIE e Ronda WATAUGA N�LI S Rr.arinyRi-r YfUers Creek i �'� a� s North bvr �Ea wllkeshor —v YADKIN s k Falls " Grove - IRE L ALEXANDER� DAVI Sauaes: Earl, HERE, Garmin, 11SGS, In map, INCREMENT P, NRCan, Esri Japan, ESrl �ina{Hkxr9 Congj, ESrI Korea, ,.._ ..._, „a...__,....�, ._... ..... ...........a.. Esri (Thailand), WGCC, ® OpenStreelMa contributms, and theGlS Lf—Community `s "No ARCHAEOLOGY SUR VEYREQUIRED "formfor Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 3 of 7 "No ARCHAEOLOGY SUR VEYREQUIRED "formfor Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 4of7 -- - —fin Frontier - r ER 88-0438� Energy gas . Jo:D2 �.. line survey (Reid 1999) �,. --North � A.P.E. v ii'ilke l; �•$ ER 83-0543 i ER 83-1192 ti r . ER 84-0792 �.-l•- ! I�� - r !ram• _f: 6. _ �c '. � .. �= '' - . ta Wilkesboro .. = . o% Roaring River 1 1� 1{ E' .. B .z Cali ' ` US 421 Survey ' s Mr, (Hopkins 1990) �c.q::� r �• �. r`�-�.+ 1. � -J..�� ...-..—� _� _fit .— �•-.._,. `,,, � i - - -.:,. ��', 4 � _ ,•' `'. tit•;. "No ARCHAEOLOGY SUR VEYREQUIRED "formfor Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 5of7 v� 7 Giee� 0c l7r 4N e 79r'r' d T,Snoorr3rk f aRD 'v � Ost �legrh uS Si s-0 North Wlfk9dOfO dr ❑r 3 - p5t S' M.N. 5[ rvpnlr Willmsq N Ladv 66 fuyeklwr 1VNd Rd F1 Crec% ,p Z9 �L SH�n V7 n $atLc� Ln�•} Par+ ply �f ' G � n •nry F A a � � °e p' yl,ne a' m 9t a` r G�tltren Yf sr N K 3 a� E y e y,,:n abc e a E 5na17+St rwearry �' Qac.. 4 % ¢ s, sae a `o s [ra lTorp Rtl y � kn A '' tamp Jo HamisRd gy hidY 7 y11 sveedwar Rd a n x frr.u' 7L O e9r i cc Wrign[ F -Mafy a� . .$laikpsr M�iretzin t-arm � - EN3a� y� � p Sauces: Esri, HERE-Lts�dn!US`i+S, Intermap, IrJCREME iRCen, Esri Japen, METI, FSriChina (Hung }cang), Esri Karee, n 'kAJ $ a--r-f.afl-midfClJ�?CC, ® OpenStreeVdap �ntrihutas, and thgG15 L1s er Commun ivy "No ARCHAEOLOGY SUR VEYREQUIRED "formfor Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 6of7 s� .+ h Y• . �• 1F - fir. � x �� r�� r��.: �� ,- • ''�' 'n%^ { � �� a='•� I __ - - - 5 ,. ' .�� f:�C f...r.l GI6 Lf.}�.1� � ...ff=1vlJ�. F.P F sf:ial'1:1 C =: �_rf :. J:l:lff-_�:f. _f_! �J1J•f.�. '�9=1f� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR November 13, 2023 Russell Townsend Tribal Historic Preservation Officer 2077 Governors Island Road Bryson City, NC 28713 Dear Mr. Townsend, EBCI coordination letter J.R. "JOEY" HOPKINS SECRETARY The North Carolina Department of Transportation is preparing a construction consultation for the proposed improvements of NC 115 from US 421 in Wilkesboro to 2nd Street in North Wilkesboro, in Wilkes County as project R-5759. The US Army Corps of Engineers (USACE) is the lead federal agency for compliance with the State Environmental Policy Act (NEPA) and Section 106 of the National Historic Preservation Act (NHPA). A Permit is anticipated under the Section 404 Process with the USACE. A project vicinity map is attached. The coordinates of this project are approximately 36.155431,-81.116546. We would appreciate any information you might have that would be helpful in evaluating potential environmental impacts of the project including recommendation of alternates to be studied. Your comments may be used in the preparation of the SEPA environmental document. A start of study notification letter was sent in August 2018 during the project scoping phase. No comments were noted. In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will maintain strict confidentiality about certain types of information regarding historic properties. Please respond by December 15, 2023, so that your comments can be used in the preparation of the construction consultation for this project. If you have any questions concerning this project, or would like any additional information, please contact me at kjhining@ncdot.gov or 336-903-9129. Thank you, Kevin Hining Division Environmental Officer NCDOT Highway Division 11 cc: Matt Wilkerson, NCDOT Archaeology Team Leader Lori Beckwith, USACE Project Manager Mailing Address: Physical Address: NC DEPARTMENT OF TRANSPORTATION Telephone: (336) 667-9111 NC DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION 11 Customer Service: 1-877-368-4968 HIGHWAY DIVISION 11 801 STATESVILLE ROAD 801 STATESVILLE ROAD NORTH WILKESBORO, NC 28659 Website: www.ncdot.gov NORTH WILKESBORO, NC 28659 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR November 13, 2023 Acee Watt Section 106 Coordinator PO BOX 746 Tahlequah, OK 74465 Dear Mr. Watt, UKBCI coordination letter J.R. "JOEY" HOPKINS SECRETARY The North Carolina Department of Transportation is preparing a construction consultation for the proposed improvements of NC 115 from US 421 in Wilkesboro to 2nd Street in North Wilkesboro, in Wilkes County as project R-5759. The US Army Corps of Engineers (USACE) is the lead federal agency for compliance with the State Environmental Policy Act (NEPA) and Section 106 of the National Historic Preservation Act (NHPA). A Permit is anticipated under the Section 404 Process with the USACE. A project vicinity map is attached. The coordinates of this project are approximately 36.155431,-81.116546. We would appreciate any information you might have that would be helpful in evaluating potential environmental impacts of the project including recommendation of alternates to be studied. Your comments may be used in the preparation of the SEPA environmental document. In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will maintain strict confidentiality about certain types of information regarding historic properties. Please respond by December 15, 2023, so that your comments can be used in the preparation of the construction consultation for this project. If you have any questions concerning this project, or would like any additional information, please contact me at kjhining@ncdot.gov or 336-903-9129. Thank you, Kevin Hining Division Environmental Officer NCDOT Highway Division 11 cc: Matt Wilkerson, NCDOT Archaeology Team Leader Lori Beckwith, USACE Project Manager Mailing Address: Physical Address: NC DEPARTMENT OF TRANSPORTATION Telephone: (336) 667-9111 NC DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION 11 Customer Service: 1-877-368-4968 HIGHWAY DIVISION 11 801 STATESVILLE ROAD 801 STATESVILLE ROAD NORTH WILKESBORO, NC 28659 Website: www.ncdot.gov NORTH WILKESBORO, NC 28659 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR November 13, 2023 Dr. Wenonah Haire Catawba Indian Nation Tribal Historic Preservation Office 1536 Tom Steven Road Rock Hill, SC 29730 Dear Dr. Haire, J.R. "JOEY" HOPKINS SECRETARY Catawba coordination letter The North Carolina Department of Transportation is preparing a construction consultation for the proposed improvements of NC 115 from US 421 in Wilkesboro to 2nd Street in North Wilkesboro, in Wilkes County as project R-5759. The US Army Corps of Engineers (USACE) is the lead federal agency for compliance with the State Environmental Policy Act (NEPA) and Section 106 of the National Historic Preservation Act (NHPA). A Permit is anticipated under the Section 404 Process with the USACE. A project vicinity map is attached. The coordinates of this project are approximately 36.155431,-81.116546. We would appreciate any information you might have that would be helpful in evaluating potential environmental impacts of the project including recommendation of alternates to be studied. Your comments may be used in the preparation of the SEPA environmental document. In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will maintain strict confidentiality about certain types of information regarding historic properties. Please respond by December 15, 2023, so that your comments can be used in the preparation of the construction consultation for this project. If you have any questions concerning this project, or would like any additional information, please contact me at kjhining@ncdot.gov or 336-903-9129. Thank you, Kevin Hining Division Environmental Officer NCDOT Highway Division 11 cc: Matt Wilkerson, NCDOT Archaeology Team Leader Lori Beckwith, USACE Project Manager Mailing Address: Physical Address: NC DEPARTMENT OF TRANSPORTATION Telephone: (336) 667-9111 NC DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION 11 Customer Service: 1-877-368-4968 HIGHWAY DIVISION 11 801 STATESVILLE ROAD 801 STATESVILLE ROAD NORTH WILKESBORO, NC 28659 Website: www.ncdot.gov NORTH WILKESBORO, NC 28659 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER GOVERNOR November 13, 2023 Elizabeth Toombs Tribal Historic Preservation Officer PO BOX 948 Tahlequah, OK 74465 Dear Ms. Toombs, Cherokee Nation coordination letter J.R. "JOEY" HOPKINS SECRETARY The North Carolina Department of Transportation is preparing a construction consultation for the proposed improvements of NC 115 from US 421 in Wilkesboro to 2nd Street in North Wilkesboro, in Wilkes County as project R-5759. The US Army Corps of Engineers (USACE) is the lead federal agency for compliance with the State Environmental Policy Act (SEPA) and Section 106 of the National Historic Preservation Act (NHPA). A Permit is anticipated under the Section 404 Process with the USACE. A project vicinity map is attached. The coordinates of this project are approximately 36.155431,-81.116546. We would appreciate any information you might have that would be helpful in evaluating potential environmental impacts of the project including recommendation of alternates to be studied. Your comments may be used in the preparation of the SEPA environmental document. In accordance with Section 106 of the NHPA, we also request that you inform us of any historic properties of traditional religious or cultural importance that you are aware of that may be affected by the proposed project. Be assured that, in accordance with confidentiality and disclosure stipulations in Section 304 of the NHPA, we will maintain strict confidentiality about certain types of information regarding historic properties. Please respond by December 15, 2023, so that your comments can be used in the preparation of the construction consultation for this project. If you have any questions concerning this project, or would like any additional information, please contact me at kjhining@ncdot.gov or 336-903-9129. Thank you, Kevin Hining Division Environmental Officer NCDOT Highway Division 11 cc: Matt Wilkerson, NCDOT Archaeology Team Leader Lori Beckwith, USACE Project Manager Mailing Address: Physical Address: NC DEPARTMENT OF TRANSPORTATION Telephone: (336) 667-9111 NC DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION 11 Customer Service: 1-877-368-4968 HIGHWAY DIVISION 11 801 STATESVILLE ROAD 801 STATESVILLE ROAD NORTH WILKESBORO, NC 28659 Website: www.ncdot.gov NORTH WILKESBORO, NC 28659 Catawba Indian Nation Tribal Historic Preservation Office 1536 Tom Steven Road Rock Hill, South Carolina 29730 Office 803-328-2427 December 19, 2023 Catawba response - only Attention: Kevin Hining response received NC Department of Transportation 801 Statesville Road North Wilkesboro, NC 28659 Re. THPO # TCNS # Project Description Proposed improvements of NC 115 from US 421 in Wilkesboro to 2nd Street in North 2024-193-41 Wilkesboro, in Wilkes Co. as project R-5759 Dear Ms. Hining, The Catawba have no immediate concerns with regard to traditional cultural properties, sacred sites or Native American archaeological sites within the boundaries of the proposed project areas. However, the Catawba are to be notified if Native American artifacts and / or human remains are located during the ground disturbance phase of this project. If you have questions please contact Caitlin Rogers at 803-328-2427 ext. 226, or e-mail Caitlin.Rogers@catawba.com. Sincerely, Wenonah G. Haire Tribal Historic Preservation Officer DocuSign Envelope ID: AAA6C6AE-FDF4-4071-996E-D50B41564D8A MINIMUM CRITERIA DETERMINATION CHECKLIST The following questions provide direction in determining when the Department is required to prepare environmental documents for state -funded construction and maintenance activities. Answer questions for Parts A through C by checking either "Yes" or "No". Complete PartD of the checklist when Minimum Criteria Rule categories #8, 12(i) or #15 are used. TIP Project No.: R-5759 W.B.S Project No.: 44691.1.1. Project Location: N.C. 115 (Statesville Road) in Wilkes County Project Description: The North Carolina Department of Transportation (NCDOT) is proposing to upgrade the existing NC 115 (Statesville Road) from US 421 to NC 18 (2nd Street) in North Wilkesboro, Wilkes County (see enclosed Vicinity Map). The project is approximately 3 miles in length. An Environmental Features Map is also enclosed. The project proposes to construct a median -divided roadway, maintaining the two existing lanes of traffic and adding protected left turns lanes, 4-foot bike lanes, and a 5-foot sidewalk along the south side of the facility within the North Wilkesboro municipal limits. Some intersections will be upgraded to roundabouts to improve traffic flow. In some areas, a 16-foot left turn lane will be provided. The proposed improvements include 4-foot bike lanes. The proposed improvements vary along NC 115, depending on roadway segment. The proposed project is included in the 2018-2027 State Transportation Improvement Program (STIP). Right of way acquisition and construction are scheduled for state fiscal years 2019 and 2021, respectively. The project needs are to improve the alignment of intersections, improve sight distances, address traffic queuing at C.C. Wright Elementary School during drop-off and pickup, and provide shoulders to allow stalled vehicles to safely pull over. Anticipated Permit or Consultation Requirements: An Individual Permit for linear transportation projects may be required for impacts to Waters of the U.S. resulting from this project. The U.S. Army Corps of Engineers (USACE) holds the final discretion as to what permit will be required to authorize project construction. It is anticipated that impacts will be reduced during final design development. Anticipated impacts to streams will also require a Section 401 Water Quality General Certification. Special Project Information: Environmental Commitments: The list of project commitments (Greensheet) is located at the end of the checklist. Estimated Project Costs: The cost breakdown based on the current 2018-2027 STIP is as follows: 05/23/19 1 of 5 DocuSign Envelope ID: AAA6C6AE-FDF4-4071-996E-D50B41564D8A Table 1. R-5759 Cost Estimate Construction Right -of- Way/Utilities Total Cost STIP Estimate (R-5759) 1 $27,200,000 $7,500,000/$900,000 $36,600,0001 1 includes prioryears' cost of$1,000,000 Question 9: Endangered Species. The USACE has developed a Standard Local Operating Procedure for Endangered Species (SLOPES) to address Northern Log -eared Bat (NLEB), Myotis septentrionalis, when they are the lead agency, which NCDOT will follow for this project. This procedure applies to projects in NCDOT Divisions 9-14. The requirements of the SLOPES for NLEB, in addition to the already completed structure assessment, will be completed prior to Let and will be submitted to USACE. The Biological Conclusion will remain as "Unresolved' until this additional information is available. Question 10: Stream and Wetland Impacts. Based on current conceptual design slope stake limits for the preferred alternative, buffered by 25 feet, the proposed project would impact 0.1 acre of wetlands and 1,240 feet of stream. Impacts by stream and wetland are shown in Table 2. Stream impacts are reported to the nearest 10 feet, wetland and buffer impacts to the nearesttenth of an acre. Table 2. Stream and Wetland Impacts for the R-5759 Selected Alternative Stream ID Stream Name Buffered Stream Impacts SA UT to Fishing Creek 145 feet SB UT to Fishing Creek 116 feet SG UT to Yadkin River 930 feet SH UT to Yadkin River 48 feet Stream Total 1240 feet* Wetland ID Wetland Type B uffe re d We tland Impacts WB Bottomland Hardwood Forest 0.02 acre WE Bottomland Hardwood Forest 0.07 acre WF Bottomland Hardwood Forest <0.01 acre Wetland Total 0.1 acre# * streamimpacts are for slope stake limits buffered by 25 feet and are rounded to the nearest foot; overall totals do not add up due to rounding #wetland impacts are for slope stake limits buffered by 25 feet are reported and total impacts are roundedto the nearest 0.1 acre 05/23/19 2 of 5 DocuSign Envelope ID: AAA6C6AE-FDF4-4071-996E-D50B41564D8A PART A: MINIMUM CRITERIA Item I to be co tedyy the 'n YES 1. Is the proposed project listed as atype and class of activity allowed under the Minimum Criteria Rule in which environmental documentation is not required? If the answer to number 1 is "no", then the project does not qualify as a minimum criteria project. A state environmental assessment is required. If yes, under which category? Category #26 - Implementation of any project which qualifies as a "Categorical Exclusion" under the National Environmental Policy Act by one of the Agencies of the U.S. Department of Transportation If either category 48, 412(i) or 415 is used complete Part D of this checklist. PART B: MINIMUM CRITERIA EXCEPTIONS — YES 2. Could the proposed activity cause significant changes in land use ❑ concentrations that would be expected to create adverse air quality impacts? 3. Will the proposed activity have secondary impacts or cumulative ❑ impacts that may result in a significant adverse impact to human health or the environment? 4. Is the proposed activity of such an unusual nature or does the proposed ❑ activity have such widespread implications, that an uncommon concern for its environmental effects has been expressed to the Department? 5. Does the proposed activity have a significant adverse effect on wetlands; ❑ surface waters such as rivers, streams, and estuaries; parklands; prime or unique agricultural lands; or areas of recognized scenic, recreational, archaeological, or historical value? 6. Will the proposed activity endanger the existence of a species on the ❑ Department of Interior's threatened and endangered species list? 7. Could the proposed activity cause significant changes in land use ❑ concentrations that would be expected to create adverse water quality or ground water impacts? I ■ // F. MI 05/23/19 3 of 5 DocuSign Envelope ID: AAA6C6AE-FDF4-4071-996E-D50B41564D8A 8. Is the proposed activity expected to have a significant adverse effect on long-term recreational benefits or shellfish, finfish, wildlife, or their natural habitats PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ental(Nicer. = YES NO 9. Is a federally protected threatened or endangered species, or its ® ❑ habitat, likely to be impacted by the proposed action? 10. Does the action require the placement of temporary or permanent ® ❑ fill in waters of the United States? 11. Does the project require the placement of a significant amount of ❑ fill in high quality or relatively rare wetland ecosystems, such as mountain bogs or pine savannahs? 12. Is the proposed action located in an Area of Environmental ❑ Concern, as defined in the coastal Area Management Act? Items 17-15 to be completed by the Engineer= 13. Does the project require stream relocation or channel changes? ❑ Cultural Resources 14. Will the project have an "effect" on a property or site listed on the ❑ National Register of Historic Places? 15. Will the proposed action require acquisition of additional right of ❑ way from publicly owned parkland or recreational areas? Questions in Part "C" are designed to assist the Engineer and the Division Environmental Officer in determining whether a permit or consultation with a state or federal resource agency may be required. If any questions in Part "C" are answered "yes", follow the appropriate permitting procedures prior to beginning project construction. 05/23/19 4 of 5 DocuSign Envelope ID: AAA6C6AE-FDF4-4071-996E-D50B41564D8A DocuSigned by: Prepared by" F�� z� Date: 4EE... Transportation Planning Manager, HNTB uSigned by: Approved by: _Fr;(., 5L.W Date: 5/23/2019 5/23/2019 Division 11 Project Team Lead Zignecdvby:--_ Date: 5/23/2019 'I'm Ith"SIM er Division 11 Project Manager 05/23/19 5 of 5 DocuSign Envelope ID: AAA6C6AE-FDF4-4071-996E-D50B41564D8A PROJECT CONINUTMENTS STIP ProjectNos. R-5759 US Army Corps of Engineers (USACE) Once preliminary designs are completed, NCDOT will coordinate with USACE on permit and Section 404 Merger requirements and the USACE action area. Once the USACE action area is determined, an ETRACS request will be made for final clearance for listed federal Section 106 Resources if needed. Sidewalks The proposed project includes sidewalks on the south side of the facility inside the town limits of North Wilkesboro to 2nd Street. This will require a municipal agreement with the Town of North Wilkesboro. Underground Storage Tanks (USTs) If further design indicates potential impact to USTs, preliminary site assessments for soil and groundwater contamination will be performed prior to right of way purchase. MCDC Project Nos. U-5764and U-5931 Green Sheet Page 1 of 1 October 2018 NATURAL RESOURCES TECHNICAL REPORT Widening of NC 115 (Statesville Road) from US 421 to 2nd Street in Wilkesboro Wilkes County, North Carolina STIP No. R-5759 WBS Element No. 44691.1.1 THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Division of Highways- Highway Division 11 May 2019 TABLE OF CONTENTS 1.0 INTRODUCTION.......................................................................................................1 2.0 METHODOLOGY.....................................................................................................1 3.0 TERRESTRIAL COMMUNITIES...........................................................................1 4.0 PROTECTED SPECIES............................................................................................2 4.1 Endangered Species Act Protected Species.......................................................... 2 4.2 Bald and Golden Eagle Protection Act................................................................. 3 5.0 WATER RESOURCES..............................................................................................4 6.0 REGULATORY CONSIDERATIONS....................................................................5 6.1 Clean Water Act Waters of the U.S...................................................................... 5 6.2 Construction Moratoria......................................................................................... 6 6.3 N.C. River Basin Buffer Rules............................................................................... 6 6.4 Rivers and Harbors Act Section 10 Navigable Waters ....................................... 6 7.0 REFERENCES............................................................................................................7 Appendix A Figures Figure 1. Vicinity Map Figure 2. Project Study Area Map Figure 3. Jurisdictional Features Map Figure 4. Terrestrial Communities Map Appendix B Qualifications of Contributors LIST OF TABLES Table 1. Coverage of terrestrial communities in the study area .................................. 1 Table 2. ESA federally protected species listed for Wilkes County ............................ 2 Table 3. Potential streams in the study area.................................................................. 4 Table 4. Potential surface waters in the study area ...................................................... 5 Table 5. Characteristics of potential jurisdictional streams in the study area........... 5 Table 6. Characteristics of potential jurisdictional wetlands in the study area......... 6 Natural Resources Technical Report STIP No. R-5759, Wilkes County, N.C. 1.0 INTRODUCTION The North Carolina Department of Transportation (NCDOT) proposes to widen NC 115 (Statesville Road) from US 421 to 2nd Street in Wilkesboro, Wilkes County, North Carolina (STIP No. R-5759; Figures 1-2). The following Natural Resources Technical Report (NRTR) has been prepared to assist in the preparation of a state -funded State Minimum Criteria Determination Checklist (MCDC), which will be prepared in accordance with the State Environmental Policy Act (SEPA). 2.0 METHODOLOGY All work was conducted in accordance with the NCDOT Environmental Coordination and Permitting's (ECAP) Preparing Natural Resources Technical Reports Procedure and the latest NRTR Template (November 2017). Field work was conducted on January 8, 2019. Potential jurisdictional areas identified in the study area are expected to be verified by the United States Army Corps of Engineers (USACE) and the North Carolina Division of Water Resources (NCDWR). It is anticipated that the USACE will cover the potential features associated with this project under a Preliminary Jurisdictional Determination (PJD). The principal personnel contributing to the field work and document are provided in Appendix B. 3.0 TERRESTRIAL COMMUNITIES Six terrestrial communities were identified in the study area. Figure 4 shows the location and extent of these terrestrial communities. Terrestrial community data are presented in the context of total coverage of each type within the study area (Table 1). Table 1. Coverage of terrestrial communities in the study area Community Dominant Species (Scientific name) Coverage ac. Broomsedge (Andropogon virginicus) Maintained/Disturbed Loblolly pine (Pinus taeda) 163.4 Sweet um Li uidambar s raci ua Dry-Mesic Oak -Hickory Southern red oak (Quercus falcata) Forest (Piedmont Subtype) Flowering dogwood (Cornus Florida) 10.6 Little brown jug (Hexastylis ari olia Dry Oak -Hickory Forest Scarlet oak (Quercus coccinea) (Piedmont Subtype) Sourwood (Oxydendrum arboreum) 1.4 Pi sissewa Chima hila maculata May 2019 Natural Resources Technical Report STIP No. R-5759, Wilkes County, N.C. Table 1. Coverage of terrestrial communities in the study area (continued) Community Dominant Species (Scientific name) Coverage ac. White oak (Quercus alba) Mesic Mixed Hardwood Sweetleaf (Symplocos tinctoria) 3.9 Forest (Piedmont Subtype) Christmas fern (Polystichum acrostichoides Ironwood (Carpinus caroliniana var. virginiana) Piedmont Alluvial Forest American sycamore (Platanus 0.4 occidentalis) Christmas fern (Polystichum acrostichoides Virginia pine (Pinus virginiana) Pine Forest Shortleaf pine (Pinus echinata) 1.2 Pi sissewa Chima hila maculata Total 180.9 4.0 PROTECTED SPECIES 4.1 Endangered Species Act Protected Species As of June 27, 2018, the United States Fish and Wildlife (USFWS) lists three federally protected species, under the Endangered Species Act (ESA), for Wilkes County (Table 2). For each species, a discussion of the presence or absence of habitat is included below along with the Biological Conclusion rendered based on survey results in the study area. Table 2. ESA federally protected species listed for Wilkes County Scientific Name Common Name Federal Habitat Biological Status Present Conclusion Glyptemys muhlenbergii Bog turtle T (S/A) No Not Required Myotis septentrionalis Northern long-eared bat T Yes MANLAA NLEB Bombus afnis* Rusty -patched bumble E --- N/A$ bee RPBB Note: E — Endangered; T — Threatened; T(S/A) — Threatened due to similarity of appearance; MANLAA — May Affect, Not Likely to Adversely Affect * - Historic record (the species was last observed in the county more than 50 years ago) $ The USFWS does not and will not require surveys for RPBB in North Carolina because USFWS assumes the state is unoccupied by RPBB. 2 May 2019 Natural Resources Technical Report STIP No. R-5759, Wilkes County, N.C. Bog turtle USFWS Recommended Survey Window: April 1 — October 1 (visual surveys); April 1- June 15 (optimal for breeding/nesting); May 1-June 30 (trapping surveys) Biological Conclusion: Not Required Species listed as threatened due to similarity of appearance do not require Section 7 consultation with the USFWS. Moreover, suitable habitat (open, spring -fed, emergent wetlands) is not present within the study area. A review of the April 2019 North Carolina Natural Heritage Program (NCNHP) database indicates no known bog turtle occurrences within 1.0 mile of the study area. Northern long-eared bat (NLEB) USFWS Optimal Survey Window: June 1 — August 15 Biological Conclusion: May Affect, Not Likely to Adversely Affect Habitat for NLEB is present within the project study area. Since this project is state -funded, the USACE will act as the lead agency for issues related to NLEB. The USACE has developed a Standard Local Operating Procedure for Endangered Species (SLOPES) to address NLEB when they are the lead agency, which NCDOT will follow for this project. The requirements of the SLOPES for NLEB will be completed prior to Let and will be submitted to USACE. Information related to this species will be provided by the NCDOT — Biological Surveys Group (BSG). A review of the April 2019 NCNHP database indicates no known NLEB occurrences within 1.0 mile of the study area. Rusty -patched bumble bee USFWS Recommended Survey Window: early -June — mid -August Biological Conclusion: N/A The USFWS lists RPBB as a historic record for Wilkes County. Additionally, the USFWS does not and will not require surveys for RPBB in North Carolina because USFWS assumes the state is unoccupied by RPBB. Therefore, surveys for this species are not needed. A review of the April 2019 NCNHP database indicates no known occurrences within 1.0 mile of the study area. 4.2 Bald and Golden Eagle Protection Act The bald eagle is protected under the Bald and Golden Eagle Protection Act and enforced by the USFWS. Habitat for the bald eagle primarily consists of mature forests in proximity to large bodies of open water for foraging. Large dominant trees are utilized for nesting sites, typically within 1.0 mile of open water. A desktop-GIS assessment of the study area, as well as the area within a 1.0-mile radius of the project limits, was performed on January 7, 2019, using the most currently - available orthoimagery. Water bodies large and sufficiently open enough to be 3 May 2019 Natural Resources Technical Report STIP No. R-5759, Wilkes County, N.C. considered potential feeding sources were identified. Since foraging habitat was present within the review area, a survey of the study area and the area within 660 feet of the project limits was conducted on January 8, 2019 by Three Oaks staff. No bald eagles or nests were observed. A review of the April 2019 NCNHP database revealed no known occurrences of bald eagle within 1.0 mile of the study area. Due to the lack of individuals, nests, or known occurrences, it has been determined that this project will not impact this species. 5.0 WATER RESOURCES The study area is part of the Yadkin — Pee Dee River Basin (United States Geological Survey [USGS] Hydrologic Unit [HUC] 03040101). Nine potential streams were identified in the study area (Table 3). The location of each stream is shown on Figures 2 — 4. Table 3. Potential streams in the study area Stream Name Map ID NCDWR Index Number Best Usage Classification Bank Height ft.(ft.)(in.) Bankfull width Depth Yadkin River Yadkin River 12- 3 8 C 6-10 120-200 0-100 Unnamed Tributary UT to Fishing Creek SA 12-44 C 1-3 4-8 0-6 UT to Fishing Creek SB 12-44 C 5-8 15-25 0-12 UT to Fishing Creek SC 12-44 C 2-5 4-6 0-6 UT to Fishing Creek SD 12-44 C 3-4 5-6 0-12 UT to Yadkin River SF 12- 3 8 C 1-2 1-2 0-4 UT to Yadkin River SG -I* 12- 38 C 3-4 6-8 0-3 UT to Yadkin River SG-P* 12- 38 C 2-5 8-15 0-8 UT to Yadkin River SH 12- 38 C 1-2 2-4 0-8 UT to Yadkin River SI 12- 38 C 4-8 3-5 0-10 Note: There is no Stream SE. * SG has both Intermittent and Perennial sections, which have different stream characteristics. There are no Outstanding Resource Waters (ORW) or High Quality Waters (HQW) within the study area or within 1.0 mile downstream of the study area. There are also no water supply watersheds (WS-I or WS-II) within the study area or within 1.0 mile downstream of the study area. There are no NCDWR-designated trout waters within the study area or within 1.0 mile downstream of the study area and the project is not within a USACE-designated trout watershed. Additionally, the North Carolina Wildlife Resources Commission (NCWRC) does not list any trout waters within or within 1.0 mile downstream of the project. The North Carolina 2016 Final 303(d) list of impaired waters identifies the Yadkin River within the study area as an impaired water. The Yadkin River (Assessment Unit No. 12-[38]b) is listed as impaired due to Copper. 4 May 2019 Natural Resources Technical Report STIP No. R-5759, Wilkes County, N.C. One potential surface water (i.e., ponds, tributaries, or basins) was identified within the study area (Table 4). The location of this surface water is shown on Figures 2 — 4. Table 4. Potential surface waters in the study area Map ID of Surface Water Jurisdictional? Acreage (ac.) Connection BA No N/A 0.02 6.0 REGULATORY CONSIDERATIONS 6.1 Clean Water Act Waters of the U.S. Nine potential jurisdictional streams were identified in the study area (Table 5). The locations of these streams are shown on Figures 2 — 4. NCDWR Stream Identification Forms are included in a separate PJD Package. All potential jurisdictional streams in the study area have been designated as cool water streams for the purposes of stream mitigation. Table 5. Characteristics of potential jurisdictional streams in the study area Map ID Length (ft.) Classification Compensatory Mitigation Required River Basin Buffer Yadkin River 419 Perennial Yes Not Subject SA 439 Perennial Yes Not Subject SB 712 Perennial Yes Not Subject SC 192 Perennial Yes Not Subject SD 49 Intermittent Undetermined Not Subject SF 189 Intermittent Undetermined Not Subject SG -I 49 Intermittent Undetermined Not Subject SG-P 1,987 Perennial Yes Not Subject SH 178 Perennial Yes Not Subject SI 252 Perennial Yes Not Subject Total 4,466 Six potential jurisdictional wetlands were identified within the study area (Table 6). The locations of these wetlands are shown on Figures 2 — 4. All wetlands in the study area are located within the Yadkin — Pee Dee River Basin (USGS HUC 03040101). USACE wetland determination forms and North Carolina Wetland Assessment Method (NCWAM) forms are included in a separate PJD Package. 5 May 2019 Natural Resources Technical Report STIP No. R-5759, Wilkes County, N.C. Table 6. Characteristics of potential jurisdictional wetlands in the study area Map ID NCWAM Classification NCWAM Rating Hydrologic Classification Area (ac.) in Study Area WA Headwater Forest * Riparian 0.01 WB Bottomland Hardwood Forest * Riparian 0.04 WC Flood lain Pool * Riparian 0.06 WD Bottomland Hardwood Forest * Riparian <0.01 WE Bottomland Hardwood Forest Medium Riparian 0.36 WF Bottomland Hardwood Forest * Riparian <0.01 Total 0.47 Note: Wetlands denoted by an asterisk in the NCWAM Rating column did not possess qualities conducive to them receiving lower functional rating values, and subsequently, lower mitigation ratios (i.e., these wetlands are of higher functional/ecological integrity). 6.2 Construction Moratoria No designated trout waters are located within the study area or within 1.0 mile downstream of the study area. Therefore, no in -water moratoria are anticipated at this time. Additionally, bat -related moratoria are also not anticipated for this project. 6.3 N.C. River Basin Buffer Rules This project is located in the Yadkin — Pee Dee River Basin (USGS HUC 03040101). Therefore, potential jurisdictional features within the study area are not subject to streamside riparian zones protected under provisions administered by the North Carolina Department of Environmental Quality (NCDEQ). 6.4 Rivers and Harbors Act Section 10 Navigable Waters The USACE has not designated any waters in the study area as Navigable Waters under Section 10 of the Rivers and Harbors Act. 6 May 2019 Natural Resources Technical Report STIP No. R-5759, Wilkes County, N.C. 7.0 REFERENCES Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1, U. S. Army Engineer Waterways Experiment Station. Vicksburg, Mississippi. Environmental Laboratory. 1992. Clarification and Interpretation of the 1987 Manual, memorandum from Major General Arthur E. Williams. North Carolina Department of Environment and Natural Resources (NCDENR) - Division of Water Resources. 2018. Final 2016 North Carolina 303(d) List. https://files.nc.gov/ncdeg/Water%20Qualily/Planning/TMDL/303d/2016/2016 N C Catego1y_5_303d list.pdf North Carolina Natural Heritage Program (NCNHP). 2018. Natural Heritage Data Explorer [Web Application]. NCDNCR, Raleigh, NC. Available at www.ncnhp.org. (Accessed: May 21, 2019) North Carolina Wetland Functional Assessment Team. North Carolina Wetland Assessment Method (NCWAM) User Manual [Version 5]. 2016. PDF Document. (Accessed: Accessed: January 7, 2019). North Carolina Wildlife Resources Commission. (NCWRC) Bog Turtle Fact Sheet. 2018. https://www.ncwildlife.org/Learning/Species/Reptiles/Bog-Turtle (Accessed: December 20, 2018). Schafale, M.P. 2012. Guide to the Natural Communities of North Carolina: Fourth Approximation. North Carolina Natural Heritage Program, North Carolina Department of Environmental Quality (NCDEQ). Raleigh, North Carolina. 208 pp - United States Army Corps of Engineers. 2012. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region Version 2.0, ed. J. F. Berkowitz, J. S. Wakeley, R. W. Lichvar, C. V. Noble. ERDC/EL TR-12-9. Vicksburg, MS: U.S. Army Engineer Research and Development Center. United States Department of Agriculture (USDA), Natural Resources Conservation Service (NRCS). 1997. Soil Survey of Wilkes County, North Carolina. United States Department of Agriculture (USDA), Natural Resources Conservation Service (NRCS). 2018. Field Indicators of Hydric Soils in the United States, Version 8.2. L.M. Vasilas, G.W. Hurt, and J.F. Berkowitz (eds.). USDA, NRCS, in cooperation with the National Technical Committee for Hydric Soils. 7 May 2019 Natural Resources Technical Report STIP No. R-5759, Wilkes County, N.C. United States Fish and Wildlife Service. (USFWS) 2018. Bog Turtle. hlt2s://www.fws.gov/northeast/nyfo/es/bogturtle.htm United States Fish and Wildlife Service. (USFWS) 2016. Northern long-eared bat — what it means for your project. http://www.fws.gov/asheville/htmis/project review/NLEB_in WNC.html. United States Fish and Wildlife Service (USFWS) 2017. Northern long-eared bat — what it means for your project. https://www.fws.gov/raleigh/NLEB_RFO.html. United States Fish and Wildlife Service. (USFWS) Northern long-eared bat (*otis septentrionalis). https://ecos.fws.gov/ecp0/profile/speciesProfile?spcode=AOJE. United States Fish and Wildlife Service (USFWS). Threatened and Endangered Species in North Carolina: Wilkes County. Updated June 27, 2018. https://www.fws.gov/raleigh/species/cntylist/wilkes.html United States Geological Survey (USGS). 2016. Roaring River, North Carolina, Topographic Quadrangle (7.5-minute series). United States Geological Survey (USGS). 2016. Wilkesboro, North Carolina, Topographic Quadrangle (7.5-minute series). Weakley, Alan S. (Working Draft of May 21, 2015). Flora of the Southern and Mid - Atlantic States. University of North Carolina Herbarium (NCU), North Carolina Botanical Garden. Chapel Hill, NC. 1,320 pp. 8 May 2019 Appendix A Figures Prepared By: KEfte � - y ,733 Prepared For: of euxrx � 4q�4 a � e� �FyT of tea's¢� Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Vicinity Map Wilkes County, North Carolina Dace: March 2019 Scale 0 0.15 0.3 Miles ,lob No.: 19-601 Drawn By: Checked By: CMR JM Figure 09 $ 10 Boston Ave 2Nd St /?St � Slit st to Pt 4k 67h -/? St st 87h St 0 -7 EuclidAve - I I MaaiewOOd Ck 00� -x - rrno,, Yard St I Rd CEastwoodd Dr Or -0101 Ln 7/ y� /VAI e� Y5 C Ra Lo- aA CO P Ro' Park Rd Sheet 11�1-15 /I - �.9% Townsend Rd 'L-'? L.0 Statesville Rd &o A V,poi QO 0'Ot ' 0, (CP it pondwaw Dr 0\11 (10) Walnut Grove Ln F-77 cl Peace St Sheet 2 COD Pry 610 0116, Je Q) 1301010114 V 0-0 X 107�,or Ni dah Val Po res 'I st 97-h-St Valle` .00a ^'-Inklit7 Ave47 Green Hill Rd fo, 'Stm aSP arrp % EdgewOod Dr Sbc,. Oakwoods Rd \Aiii D,- Sunset Witlo'l, ae pointDr SqaTfo\N mm Parkers vo Holland St 0-> 115 Cree 421 Hunter d UIVT,-- Sheet 1 K% C)C) G eel 000f6 Ridge.0 go S COO 6 1�5 (:),� rvvoc) 1) 9- 0 V - 00 �3 z 0 Bell Dr e,'.ko Or Bell Pole- Prepared For: Jurisdictional Features Map (USGS Topographic) Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina =1 R-5759 Project Study Area Potential Non -Wetland Waters of the U.S. Perennial Stream Intermittent Stream Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale: 0 750 1,500 1 1 1 Ft Job No.: 19-601 Drawn By: _Checked By: CMR JIM Figure 2 Sheet Index N I N co .. r P ,Qy0 L L A At> S. wg 115 f ►VIk \� SA Elm !�rTE. R Rp .y � 420 SB �7. WD S p XA • U) Prepared For: %ORiy C h o h` �1�yr OF SAp�s�o Jurisdictional Features Map (USGS Topographic) Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina QR-5759 Project Study Area Potential Non -Wetland Waters of the U.S. - Perennial Stream Intermittent Stream - Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale: 0 200 400 I I IFt Job No.: 19-601 Drawn By: Checked By: CMR JIM Figure 2 Sheet 1 of 3 �-� Eq �t S 71 t WAL sTATESVILLE RO ` r" a�i V 7 `jv� r 115 oL SIG s PARK R—P,/ Bp r---.. i /f n P �T CO cc V Cr. r C CV ` �I � � r � r t ! EEftri ' W Prepared For: Jurisdictional Features Map (USGS Topographic) Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina QR-5759 Project Study Area Potential Non -Wetland Waters of the U.S. Perennial Stream Intermittent Stream Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale: 0 200 400 I I IFt Job No.: 19-601 Drawn By: Checked By: CMR JM Figure 2 Sheet 2 of 3 /SlM 066, 01 Q - ate` �i�;0r �� _ WIF SIG /c tisr s WE ---1- Q y t. SH SF•.,NA,gRk (115 �O � Yadkin River ' r r SG • - N U) BA Cr. o �f _ r ' 5\\0 FERN, AW y `�N�e33N\`��'�' Prepared For: Jurisdictional Features Map (USGS Topographic) Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina QR-5759 Project Study Area Potential Non -Wetland Waters of the U.S. - Perennial Stream Intermittent Stream - Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale: 0 200 400 I I IFt Job No.: 19-601 Drawn By: Checked By: CMR JIM Figure 2 Sheet 3 of 3 EERjl f6,, 33N\`��'� Prepared For: Jurisdictional Features Map (Aerial Imagery) Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina QR-5759 Project Study Area Potential Non -Wetland Waters of the U.S. - Perennial Stream Intermittent Stream - Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale:0 750 1,500 1 1 IFt Job No.: 19-601 Drawn By: Checked By: CMR JIM Figure 3 Sheet Index EERjl f6,, 33N\`��'� Prepared For: Jurisdictional Features Map (Aerial Imagery) Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina QR-5759 Project Study Area Potential Non -Wetland Waters of the U.S. - Perennial Stream Intermittent Stream - Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale: 0 200 400 I I IFt Job No.: 19-601 Drawn By: Checked By: CMR JIM Figure 3 Sheet 1 of 3 EER/*i6,, W Prepared For: Jurisdictional Features Map (Aerial Imagery) Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina QR-5759 Project Study Area Potential Non -Wetland Waters of the U.S. - Perennial Stream Intermittent Stream - Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale: 0 200 400 I I IFt Job No.: 19-601 Drawn By: Checked By: CMR JIM Figure 3 Sheet 2 of 3 EERjl f6,, 33N\`��'� Prepared For: Jurisdictional Features Map (Aerial Imagery) Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina QR-5759 Project Study Area Potential Non -Wetland Waters of the U.S. - Perennial Stream Intermittent Stream - Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale: 0 200 400 I I IFt Job No.: 19-601 Drawn By: Checked By: CMR JIM Figure 3 Sheet 3 of 3 EERjl f6,, 33N\`��'� Prepared For: Terrestrial Communities Map Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina QR-5759 Project Study Area Potential Non -Wetland Waters of the U.S. - Perennial Stream Intermittent Stream - Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale:0 750 1,500 1 1 IFt Job No.: 19-601 Drawn By: Checked By: CMR JM Figure 4 Sheet Index EERjl f6,, 33N\`��'� Prepared For: Terrestrial Communities Map Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina QR-5759 Project Study Area Potential Non -Wetland Waters of the U.S. - Perennial Stream Intermittent Stream - Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale: 0 200 400 I I IFt Job No.: 19-601 Drawn By: Checked By: CMR JM Figure 4 Sheet 1 of 3 EERjl f6,, 33N\`��'� Prepared For: Terrestrial Communities Map Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina QR-5759 Project Study Area Potential Non -Wetland Waters of the U.S. - Perennial Stream Intermittent Stream - Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale: 0 200 400 I I IFt Job No.: 19-601 Drawn By: Checked By: CMR JM Figure 4 Sheet 2 of 3 EERjl f6,, 33N\`��'� Prepared For: Terrestrial Communities Map Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R-5759) Wilkes County, North Carolina QR-5759 Project Study Area Potential Non -Wetland Waters of the U.S. - Perennial Stream Intermittent Stream - Culvert Potential Wetland Waters of the U.S. Disturbed Undisturbed Potential Non -Wetland Waters of the U.S. Stormwater Basin Date: March 2019 Scale: 0 200 400 I I IFt Job No.: 19-601 Drawn By: Checked By: CMR JM Figure 4 Sheet 3 of 3 Appendix B Qualifications of Contributors Principal Investigator Nathan Howell Education: B.S. Fisheries, Wildlife, and Conservation Biology, North Carolina State University, 2013 M.S. Plant and Microbial Biology, North Carolina State University, 2015 Experience: Environmental Scientist, Three Oaks Engineering, 2015-Present Responsibilities: Wetland and stream delineations, natural community assessment, T&E surveys, document preparation/review Investigator: Mary Frazer Education: M.E.M. (Master of Environmental Management), Resource Ecology, Duke University, 1991 B.S. Zoology, University of Wisconsin, 1988 Experience: Environmental Specialist, Three Oaks Engineering, July 2015-present Environmental Program Consultant, NCDOT, 2000-2015 Environmental Specialist, Wisconsin Coastal Management Program, 1996-2000 Water Regulation Specialist, Wisconsin Department of Natural Resources, 1994-1996 Biologist, Soil and Environmental Consultants, 1992-1994 Responsibilities: Wetland and stream delineations, natural community assessment, T&E surveys, GPS Investigator: James Mason Education: B.A. Biology, Colby College, 2000 M.S. Biology/Ecology, UNC — Charlotte, 2004 Experience: Senior Environmental Scientist, Three Oaks Engineering, April 2018- Present Environmental Program Consultant, NCDOT, 2006-2018 Responsibilities: Document preparation/review Investigator: Evan Morgan Education: B.S. Environmental Science, Virginia Tech, 2014 Experience: Environmental Scientist, Three Oaks Engineering, 2015-Present Responsibilities: Wetland and stream delineations, natural community assessment, T&E surveys Investigator: Cary Rowells Education: Coursework, Civil Engineering, Wake technical Community College Coursework, Geology, University of North Carolina at Wilmington Experience: GIS Analyst, Three Oaks Engineering, 2015-Present GIS analyst, Michael Baker Engineering, 2002-2015 Analytical Surveys, Inc., CADD Technician/GIS Technician/GIS Project Coordinator, 1989-2002 Responsibilities: GIS Mapping, Microstation Investigator: Lizzy Stokes -Cawley Education: B.S. Conservation Biology, St. Lawrence University, 2011 M.E.M. Water Resources, Duke University, 2016 Experience: Environmental Scientist, Three Oaks Engineering, April 2017- Present Responsibilities: Wetland and stream delineations, natural community assessment, T&E Surveys, GPS Roy COOPER GOVERNOR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION October 31, 2023 TO: Kevin Hining, Division Environmental Officer Highway Division 11 FROM: Melissa Miller, Environmental Program Consultant Biological Surveys Group, EAU J.R. "JOEY" Homms SECRETARY SUBJECT: Section 7 survey results for the gray bat (Myotis grisescens, MYGR), northern long-eared bat (Myotis septentrionalis, MYSE), tricolored bat (Perimyotis subflavus, PESO, and little brown bat (Myotis lucifugus, MYLO, associated with the widening of NC 115 from SR 1522 to US 421 to Second Street in Wilkes County, TIP No. R-5759. The North Carolina Department of Transportation (NCDOT, Division 11) proposes to widen NC 115 from US 421 to Second Street in Wilkes County, TIP No. R-5759. Bridge No. 960048 and Bridge No. 960052 occur in the project footprint. Four culverts meeting NCDOT's Standard Operating Procedures for Preliminary Bat Habitat Assessments were identified meeting the criteria of greater than 3 feet wide and 60 feet in length during this site visit. None of the structures are slated for replacement. On July 20, 2023, RK&K biologists assessed all of the structures in the project study area. Potential roosting habitat is present on both bridges in the form of crevices. Potential roosting habitat is present within all culverts in the form of rough surfaces or crevices. See Table 1 for detailed information on all the structures. Trees greater than 3" dbh are present in the project area. There are no known caves or mines within one half mile of the project footprint and no caves or mines were observed during the field visit. Large, continuous forests are present in the project vicinity, providing potential foraging and commuting habitat. Mailing Address: NC DEPARTMENT OF TRANSPORTATION ENVIRONMENTAL ANALYSIS UNIT 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 Telephone: (919) 707-6000 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 1000 BIRCH RIDGE DRIVE RALEIGH NC 27610 Table 1. Structure Summary of Bat Habitat Assessment Survey Results. RK&K NCDOT Facility Feature Under Type Height x Approx. Bat ID Structure Carried Structure Width Length Evidence Number by Structure 960048 960048 US SR2333/Yadkin 6 span 424' No 421B/NC River/So. RR concrete 115 bridge 960052 960052 NC 115 US 421 BYP 6-span 185' No concrete bridge Stormwater C1 Unknown n/a runoff (UT Ix RCP 3' x 3' 860' No Yadkin River) Ix C2 Unknown Eastover UT Yadkin HDPE 3' x 3' 260' No Drive River (SG) Ix C3 Unknown NC 115 UT Yadkin CMP 4.3' x 4.3' 92' No River (SG) Ix C4 Unknown NC 115 UT Fishing RCP 3'x 3' 239' No Creek (SA) RCBC=Reinforced Concrete Box Culvert; RCP=Reinforced Concrete Pipe; CMP=Corrugated Metal Pipe, PE=High Density Polyethylene Pipe, SP = Steel Pipe. As of October 31, 2023, the following federally protected bat species are listed in IPaC (httl)s:Hil)ac.ecosl)here.fws.gov) as occurring in the action area: Distance to Federal Habitat Species Nearest Status Present* Record** MYGR E Yes 27.4 mile NW MYSE E Yes 16.5 mile N PESU PE Yes 15.5 mile N MYLU*** FL Yes 15.5 mile N *See detailed habitat information in table below **Nearest known record from latest NHP, WRC, or NCDOT data *** The Little Brown Bat (Myotis lucifugus), which may become federally listed in the future (FL), may also be found in Wilkes County. Presence (J) or Probable Absence (X) of various habitat types for bat species present in project area. Species Summer Roosting Winter Roosting g Foraging Habitat Commuting Habitat Tree Structure MYGR NA J X J J MYSE J J X J J PESU J J X J J MYLU J J X J J No evidence of federally listed bats was found on any of the structures, no caves or suitable mines are in the area, and a large area of alternative available suitable habitat exists in the project vicinity. This memo serves as a field survey report, at this time not enough information is available to make an effects determination. If you need any additional information, please contact Melissa Miller at 919-707-6127. Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 5/23/2019 USACE 8-28-19 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Heath Slaughter, 801 Statesville Rd, North Wilkesboro, NC 28659 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District (SAW-RG-A) NCDOT/R-5759/NC 115/Statesville Rd/Div 11 File No. SAW-2019-01602 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: Wilkes City: Wilkesboro Center coordinates of site (lat/long in degree decimal format): Lat.: 36.153164 Long.:-81.115521 Universal Transverse Mercator: 17 Name of nearest waterbody: Yadkin River E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ® Office (Desk) Determination. Date: USACE 8-28-19 ❑ Field Determination. Date(s): 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) See Attached List 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, Topo Map, Jurisdictional Features Map ■❑ 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 S and 12 digit HUC maps. U.S. Geological Survey map(s).\/CIte scale & quad name: 2016 Wilkesboro, NC 1:24,000; 2016 Roaring River, NC 124,000 j Natural Resources Conservation Service Soil Survey. Citation: 1997 Wilkes County 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) 0 Photographs: 0 Aerial (Name & Date): Jurisdictional Features Map, Figure 3 (sheets 1-3), March 2019 or ❑ Other (Name & Date): ❑ Previous determination(s). File no. and date of response letter: V Other information (please specify): GIS maps reviewed by the USACE IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later iurisdictionai determinations. BECKWITHIORETT BECKllysignedby EC KW ITH.LOR ETTA.AN N.1 17345 A.ANN.1173452264 2264 Date: 2019.08.28 10:50:43-04'00' Signature and date of Regulatory staff member completing PJD Z f k A�l 5/23/2019 Signature and d of person requesti PJD (REQUIRED, unless obtaining the signature is impracticable)' 1 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. Three Oaks aquatic resources in the review area which "may be" subject to regulatory jurisdiction Estimated amount Geographic Type of Site of aquatic resource authority to which Latitude Longitude aquatic Number in review area the aquatic resource (If. & ac. resource "ma be" subject Non -wetland — Yadkin 36.16591502 -81.13445008 419 linear feet Perennial Section 404 River Stream Non -wetland — SA 36.14356029 -81.10473095 439 linear feet Perennial Section 404 Stream Non -wetland — SB 36.14236385 -81.10309441 712 linear feet Perennial Section 404 Stream Non -wetland — SC 36.14242014 -81.10287319 192 linear feet Perennial Section 404 Stream Non -wetland — SD 36.14230895 -81.10209055 49 linear feet Intermittent Section 404 Stream Non -wetland — SF 36.16611149 -81.13388584 189 linear feet Intermittent Section 404 Stream Non -wetland — SG -I 36.15640398 -81.11987667 49 linear feet Intermittent Section 404 Stream Non -wetland — SG-P 36.16023943 -81.12436952 1,987 linear feet Perennial Section 404 Stream Non -wetland — SH 36.1609794 -81.12407283 178 linear feet Perennial Section 404 Stream Non -wetland — SI 36.16544221 -81.12453003 252 linear feet Perennial Section 404 Stream WA 36.14363634 -81.10511301 0.01 acres Wetland Section 404 WB 36.1435119 -81.10352916 0.04 acres Wetland Section 404 WC 36.14355255 -81.10312107 0.06 acres Wetland Section 404 WD 36.14242507 -81.10302722 <0.01 acres Wetland Section 404 WE 36.16122052 -81.12423629 0.36 acres Wetland Section 404 WF 36.16396656 -81.12599944 <0.01 acres Wetland Section 404 Non -wetland — BA 36.16545791 -81.13385679 0.02 acres Section 404 Basin U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2019-01602, STIP No. R-5759 County: Wilkes NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Applicant: North Carolina Department of Transportation Attention: Mr. Heath Slaughter 801 Statesville Road North Wilkesboro, North Carolina 28659 Telephone No.: 336-903-9202 Property description/project area: The proiect corridor is located along NC 115 (Statesville Road) from US 421 to 2nd Street in Wilkesboro, Wilkes County, North Carolina. Center Coordinates 36.1531,-81.1155 Size 181 acres Nearest Towns Wilkesboro Nearest Waterway Yadkin River and Unnamed Tributaries River Basin Upper Yadkin USGS HUC 03040101 Indicate Which of the Following Apply: A. Preliminary Determination X There are waters, including wetlands, on the above described property/project area, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. _ There are waters, including wetlands, on the above described property/project area, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands, on the property/project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters, including wetlands, on the property/project area delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination There are Navigable Waters of the United States within the above described property/project area that are subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are waters of the U.S., including wetlands, in the above described property/project area, that are subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ We recommend that you have the waters of the U.S., including wetlands, on your property/project area delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. _ The waters if the U.S., including wetlands, on your property/project area have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property/project area which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. The waters of the U.S., including wetlands, on your property/project area have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are no waters of the U.S., to include wetlands, present on the above described property/project area that are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. Placement of dredged or fill material within waters of the U.S., including wetlands, without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters of the United States without a Department of the Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Lori Beckwith, Regulatory Project Manager, Asheville Regulatory Field Office, at 828-271-7980, ext. 4223. C. Basis for Determination: N/A - Preliminary JD D. Remarks: Approximate boundaries of waters are shown on Figure 3, sheets 1-3 titled "Jurisdictional Features Map (Aerial Imagery) Widening of NC 115 (Statesville Rd) from US 421 to 2nd Street in Wilkesboro (STIP R- 5759) Wilkes County, North Carolina", dated March 2019. Note that all waters shown are potentially jurisdictional because this is a PJD. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland 2 conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information for Approved Jurisdiction Determinations (as indicated in Section B. above) If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by October 28, 2019. It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. BECKWITH.LORETTA. Digitally signed by BECKW ITH IORETTA.AN N.1173452264 Corps Regulatory Official: AN NA 173452264 Date:2019.08.28 10:44:25-04'00' Date: August 28, 2019 Expiration Date: N/A — PJD Copies Furnished by e-mail: NCDOT, Mr. Kevin Hining Three Oaks Engineering, Mr. Nathan Howell NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: N.C. Department of Transportation File Number: SAW-2019-01602 Date: August 28, 2019 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of A permission) PROFFERED PERMIT Standard Permit or Letter ofpermission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D X PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at http://www.usace.army.mil/inet/functions/cw/cecwo/reg or Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or obj ect to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice means that you accept the approved JD in its entirety and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the district engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process appeal process you may contact: you may also contact: District Engineer Mr. Jason Steele, Administrative Appeal Review Officer Attn: Lori Beckwith, Project Manager CESAD-PDO USACE, Asheville Regulatory Field Office U.S. Army Corps of Engineers, South Atlantic Division 151 Patton Ave, Room 208 60 Forsyth Street, Room 10M 15 Atlanta, Georgia 30303-8801 Asheville, NC 28806 Phone: (404) 562-5137 828-271-7980 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: #PM_FULLNAME#, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 ROY COOPER Governor MICHAEL S. REGAN Secretary LINDA CULPEPPER Director Mr. Kevin Hining Division I I Environmental Officer NCDOT 801 Statesville Road North Wilkesboro, NC 28659 Electronic correspondence NORTH CAROLINA Environmental Quality 8/14/2019 Subject: NCDOT's request dated May 23, 2019 for surface water determinations within the pro of NC 115 (Statesville Road) widening from US 421 to 2nd Street in Wilkes County; STIP Proje', Site Determination for Applicability to the Mitigation Rule (15A NCAC 2H.0506[h]) Dear Mr. Hining: On August 7, 2019, NC Division of Water Resources (NCDWR) staff along with yourself condL verifications at the above referenced project to determine the accuracy of mapping information p Table I below provides a description of features evaluated and determinations made, all of whic] mapping provided. Wetlands and other features that were not assessed will be considered accura: information referenced above and in concurrence with the US Army Corps of Engineers should, evaluations be conducted by them. This letter only addresses the features specifically marked on the maps provided and does not apply to other drainage features further downstream from NCDOT's project area, or to any other drainage features in the vicinity. This letter only addresses the applicability to the Mitigation Rule and does not approve any activity within Waters of the United States, or Waters of the State. Any impacts to wetlands and streams must comply with 404/401 regulations, water supply regulations (I 5A NCAC 2B .0216), and any other required federal, state and local regulations. The owner (or future owners) or permittee should notify NCDWR (and other relevant agencies) of this determination in any future correspondences concerning this property and/or project. This determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by NCDWR or Delegated Local Authority that a surface water exists and that it is subject to the mitigation rules may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o Amy Chapman, NCDWR Wetlands/401 Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Q Q North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11650 Mail Service Center I Raleigh, North Carolina 27699-1650 919107.9000 Table 1. Descriptions of surface water features far R-c7r%4 Feature Code Stream Determination Stream Name Stream Classification Stream Index No. Subject to the Mitigation g Rule Mainstem Perennial Yadkin River C 12-38 Yes SA UT to Fishing Creek 12-44 SB SC SD Intermittent No SF UT to Yadkin River 12-(38) SG Perennial Yes SH SI Wetlands (Not assessed) WA, WB, WC, WD, WE, WF =Yes I ,,u U— "n u�;;YIU«u vii maps was reviewed on site and is likely a storntwater basin for vehicle fueling station. Individuals that dispute a determination by NCDWR or Delegated Local Authority that "exempts" a surface water from the mitigation rules may ask for an adjudicatory hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within sixty (60) days of receipt of this notice and the date the affected party (including downstream and adjacent landowners) is notified of this decision. A petition is considered filed when it is received in the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:OOpm, except for official state holidays. The original and one (1) copy of the petition must be filed with the Office of Administrative Hearings. The petition may be faxed -provided that the original and one copy of the document is received by the Office of Administrative Hearings within five (5) business days following the faxed transmission. The mailing address for the Office of Administrative Hearings is: Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 Telephone: (919) 431-3000, Facsimile: (919) 431-3100 A copy of the petition must also be served on DEQ as follows: Mr. Bill F. Lane, General Counsel Department of Environmental Quality 1601 Mail Service Center This determination is final and binding unless you ask for a hearing within 60 days. If you have any additional questions or require additional information, please call Dave Wanucha at 336-776-9703 or Dave. Wanucha@ncdenr.gov. Sincerely, DocuSigned by: for: Linda CulpepFd,`b]9c?or Division of Water Resources Attachments: Topographic Maps Electronic copy only distribution: Lori Beckwith, US Army Corps of Engineers, Asheville Regulatory Office (Loretta.A.Beckwith@usace.army.mil) File Copy