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HomeMy WebLinkAbout20210923_2019-00831 NWP 3 Tearsheet_20210728 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2019-00831 County:Rockingham U.S.G.S. Quad:NC-Reidsville GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: NCDOT Division 7 Attn:Wright Archer III,PE Address: PO Box 14996 Greensboro,NC 27415-4996 Size(acres) —18 Nearest Town Reidsville Nearest Waterway Wolf Island Creek River Basin Roanoke USGS HUC 03010103 Coordinates 36.37237,-79.685748 Location description: The project area is located at Bridge No.239 on SR 1998(Wentworth Street)over Wolf Island Creek in Reidsville,Rockingham County,North Carolina. Description of projects area and activity: This verification authorizes the discharge of clean fill material associated with removal of an existing bridge(Bridge 117 on SR 1780).The project includes permanent impacts to<0.01 acre(54 linear feet)of stream channel(bank stabilization)and temporary impacts to 0.01 acre(65 linear feet)of stream channel.The project also requires hand clearing in 0.01 acre of riparian non-riverine wetlands. Applicable Law(s): N Section 404(Clean Water Act,33 USC 1344) ❑Section 10(Rivers and Harbors Act,33 USC 403) Authorization: NWP 3.Maintenance SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached Conditions,your application signed and dated 6/23/2021,and the enclosed plans"Wetland and Surface Water Impacts Permit", Permit Drawing Sheets 1 through 5.Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order,a restoration order,a Class I administrative penalty,and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit authorization is modified,suspended or revoked. If,prior to the expiration date identified below,the nationwide and/or regional general permit authorization is reissued and/or modified,this verification will remain valid until the expiration date identified below,provided it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit,activities which have commenced(i.e.,are under construction)or are under contract to commence in reliance upon the nationwide and/or regional general permit,will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general permit's expiration,modification or revocation,unless discretionary authority has been exercised on a case-by-case basis to modify,suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources(telephone 919-807-6300)to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(CAMA),prior to beginning work you must contact the N.C.Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,please contact David E.Bailey at(919)554-4884 X 30 or David.E.Bailey2 /usace.army.mil. Corps Regulatory Official: /j' Date:2021.07.28 15:08:29 04'00' Date: 07/28/2021 Expiration Date of Verification: 03/18/2022 SAW-2019-00831 SPECIAL CONDITIONS 1. Historic Properties (MOA): The Permittee shall fully implement the Memorandum of Agreement between the Permittee,the North Carolina State Historic Preservation Officer and the U.S. Army Corps of Engineers,Wilmington District, dated October 2, 2019,which is incorporated herein by reference. 2. The U.S. Fish and Wildlife Service's (USFWS's) Programmatic Biological Opinion (PBO) titled, "NCDOT Program Effects on the Northern Long-eared Bat in Divisions 1-8", dated November 6, 2020, contains agreed upon conservation measures for the NLEB. As noted in the PBO, applicability of these conservation measures varies depending on the location of the project. Your authorization under this Department of the Army permit is conditional upon your compliance with all applicable agreed upon conservation measures in the PBO,which are incorporated by reference in this permit. Failure to comply with the applicable these conservation measures would constitute non-compliance with your Department of the Army permit. The USFWS is the appropriate authority to determine compliance with the terms and conditions of its PBO, and with the ESA. 3. The USFWS's Programmatic Biological/Conference Opinion (PBO/PCO) titled "Bridge and Culvert Replacements/Repairs/Rehabilitations in Eastern North Carolina,NCDOT Divisions 1- 8)," dated September 11, 2019, contains mandatory terms and conditions to implement the reasonable and prudent measures that are associated with "incidental take" that are specified in the PBO/PCO. Your authorization under this Corps permit is conditional upon your compliance with all the mandatory terms and conditions associated with incidental take of the PBO/PCO, which terms and conditions are incorporated by reference in this permit. Failure to comply with the terms and conditions associated with incidental take of the PBO/PCO,where a take of the listed species occurs,would constitute an unauthorized take, and it would also constitute non- compliance with your Corps permit. The USFWS is the appropriate authority to determine compliance with the terms and conditions of its PBO/PCO, and with the ESA. - Date: 2021 .07.28 15:08:08 -04'00' Corps Regulatory Official: _ Date: 07/28/2021 Expiration Date of Verification: 03/18/2022 The Wilmington District is committed to providing the highest level of support to the public.To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at https://regulatory.ops.usace.army.mil/customer-service-survey/. Copy furnished: Jerry Parker,NCDOT,P.O.Box 14996,Greensboro,NC.27415-4996 Ryan Conchilla,NCDEQ-DWR, 1617 Mail Service Center,Raleigh,NC 27699-1617 MEMORANDUM OF AGREEMENT AMONG THE U.S.ARMY CORPS OF ENGINEERS, THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, AND THE NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER FOR REPLACEMENT OF BRIDGE NUMBER 239 ON SR 1998 (WENTWORTH STREET) OVER WOLF ISLAND CREEK ROCKINGHAM COUNTY,NORTH CAROLINA WBS No. 17BP.7.R.140 PA No.19-01-0025 AID#SAW-2019-00831 WHEREAS, the U.S. Army Corps of Engineers (LTSACE) is considering issuance of a permit under Section 404 of the Clean Water Act to the North Carolina Department of Transportation (NCDOT) for Replacement of Bridge Number 239 on SR 1998 (Wentworth Street) over Wolf Island Creek, Rockingham County,North Carolina (the Undertaking);and WHEREAS, the USACE has determined that the Undertaking will have an adverse effect upon Rockingham County Bridge Number 239, a property determined eligible for listing in the National Register of Historic Places (NRHP) (historic property);and WHEREAS, the USACE has consulted with the North Carolina State Historic Preservation Officer (SHPO) pursuant to 36 CFR Part 800, regulations implementing Section 106 of the National Historic Preservation Act(16 U.S.C. 470f);and WHEREAS, USACE has notified the Advisory Council on Historic Preservation (Council) of the adverse effects and the Council has declined to comment or participate in the consultation;and WHEREAS,NCDOT has participated in the consultation and has been invited by the USACE and SHPO to be a signatory to this Memorandum of Agreement (MOA);and NOW,THEREFORE, USACE, NCDOT,and the SHPO, agree that any authorization issued for the Undertaking shall include the following stipulations to take into account the effect of the Undertaking on the historic property. 7110A for Bridge Number 239 Rockingham County pg.1 STIPULATIONS The USACE will require compliance with the following measures by including a special condition in any authorization that is issued to NCDOT for the Undertaking. I. Photorecordation Prior to the initiation of construction, NCDOT will record the existing condition of Bridge No. 239 and its surroundings in accordance with the attached Historic Structures and Landscape Recordation Plan (Appendix A). Copies of the documentation will be deposited in the files of the State Historic Preservation Office, and the NCDOT Historic Architecture Section. II.Unanticipated Discovery In accordance with 36 CFR 800.11(a),if NCDOT identifies additional cultural resource(s) during construction, all work will be halted within the limits of the resource(s) and the USACE will be contacted. The USACE will initiate the appropriate agency and/or Tribal coordination required for a determination of eligibility or recovery effort. If after consultation between the Signatories and concurring parties, additional mitigation is determined necessary, the NCDOT, in consultation with the Signatories and concurring parties,will develop and implement appropriate protection/mitigation measures for the resource(s). Inadvertent or accidental discovery of human remains will be handled in accordance with North Carolina General Statutes 65 and 70. III.Amendments Should any of the Signatory Party(ies) to this MOA believe that its terms cannot be carried out or that an amendment to the terms must be made,that party(ies) shall immediately consult with the other party(ies) to develop amendments in accordance with 36 CFR 800.6(c)(7). This MOA may be amended when such an amendment is agreed to in writing by all signatories. The amendment will be effective on the date a copy,signed by all of the signatories,is filed with the ACHP. If an amendment cannot be agreed upon, the dispute resolution process set forth in Stipulation IV will be followed. IV. Dispute Resolution Should any of the Parties to this MOA object within (30) days to any plans or documentation provided for review pursuant to this MOA, the USAGE shall consult with the objecting party(ies) to resolve the objection. If the USACE or the objecting party(ies) determines that the objection cannot be resolved, the USACE will forward all documentation relevant to the dispute to the Council. Within thirty (30) days after receipt of all pertinent documentation, the Council will either: 1. Provide the USACE with recommendations,which the USACE will take into account in reaching a final decision regarding the dispute,or 2. Notify the USAGE that it will comment pursuant to 36 CFR Section 800.7(c) and proceed to comment. Any Council comment provided in response to such a request will be taken into account by the USAGE in accordance with 36 CFR Section 800.7(c)(4)with reference to the subject of the dispute. MOA for Bridge Number 239 Rockingham County pg.2 Any recommendations or comments provided by the Council will be understood to pertain only to the subject of the dispute;the signatories' responsibilities that are not the subject of the dispute will remain unchanged. V.Termination Any of the Signatory Party(ies)to this MOA may terminate the agreement by providing notice to the other parties,provided that the signatories and concurring parties will consult during the period prior to termination to seek agreement on amendments or other actions that would avoid termination. Termination of this MOA will require compliance with 36 CFR 800. This MOA may be terminated by the execution of a subsequent MOA that explicitly terminates or supersedes its terms. VI. Duration Unless terminated pursuant to Stipulation XII above, this MOA will be in effect until the USACE,in consultation with the other Signatory Parties,determines that all of its terms have been fulfilled or if NCDOT is unable or decides not to construct the Undertaking. Execution of this MOA by USACE,NCDOT,and the North Carolina SHPO, its subsequent filing with the Council, and implementation of its terms evidence that the USACE has afforded the Council an opportunity to comment on the Undertaking, and that USACE has taken into account the effect of the Undertaking on the historic property. MOA for Bridge Number 239 Rockingham County pg.3 AGREE: United States Army Corps of Engineers: FOR THE COMMAN7ER Scott McLendon Date Chief, Regulatory Division Wilmington District State Historic Preservation Officer: Date: r7 1 03 /?„Att. l Kevin henry,Ph.D. Deputy Secretary North Carolina Department of Natural and Cultural Resources North Carolina Department of Transportation: 14- OS /1/443 � �—�.� Date: Philip S. Har III,P.E., CPM Environmental Analysis Unit Head MOA for Bridge Number 239 Rockingham County pg.4 MEMORANDUM OF AGREEMENT AMONG THE U.S.ARMY CORPS OF ENGINEERS, THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, AND THE NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER FOR REPLACEMENT OF BRIDGE NUMBER 239 ON SR 1998 (WENTWORTH STREET) OVER WOLF ISLAND CREEK ROCKINGHAM COUNTY,NORTH CAROLINA Execution of this MOA by USACE, NCDOT, and the North Carolina SHPO,its subsequent filing with the Council, and implementation of its terms evidence that the USAGE has afforded the Council an opportunity to comment on the Undertaking, and that USACE has taken into account the effect of the Undertaking on the historic property. FILED: Date: Advisory Council on Historic Preservation 11�#DA for Bridge Number 239 Rockingham County pg.5 APPENDIX A Historic Structures and Landscape Recordation Plan For The Replacement of Bridge Number 239 on SR 1998 (Wentworth Street) over Wolf Island Creek Rockhingham County,North Carolina PHOTOGRAPHIC REQUIREMENTS • Elevations and oblique views of Bridge Number 239 and its setting. • Representative structural and ornamental details of the bridge. Photographic Format ■ Color digital images (all views). Images are to be shot on a SLR digital camera with a minimum resolution of 6 megabyte pixels, at a high quality (preferably RAW) setting, to be saved in TIF format as the archival masters and labeled according to the State Historic Preservation Office standards. • All processing to be done to archival standards. ■ The accompanying printed inventory of the images — including subject, location, date, and photographer information for each image — is to be completed according to the State Historic Preservation Office standards. Copies and Curation • One (1) set of all above mentioned photographic documentation, including a compact disc of labeled images,will be deposited with the North Carolina Office ofArchives and History/Historic Preservation Office to be made a permanent part of the statewide survey and iconographic collection. ■ One (1) contact sheet shall be deposited in the files of the Historic Architecture Section of NCDOT. MOA for Bridge Number 239 Rockingham County pg.6 /f / SHEET TOTAL 11 2 ' . SHEETS zoazo T VG(S Mft OF �� ��� 17BP. 7 . R.140 1 ,l{��v' ��I\\\\\\\\\ IIHIIII�'u�IjIIII������ �J �� �� ��1i J1YS 20892%2•al•� •7 zsz • 2090 19ss STATE PROJ.NO. F.A.PROJ.NO. DESCRIPTION C288 2091 2 7 ¢� m 124 `C 2077 2�24 / C 31 20 19961111 1986 6:, 217 r1) • r 1998 19H7 7 1997 27 , � 1 I r • ROCKINGHAM COUNTY 007 2�05 ` 1 ' rykoimi2 0 r 1��. 17BP. R.140 1 /IS tLIMhT ROJ ' C Al 1 s � LOCATION: BRIDGE NO. 23 9 OVER WOLF ISLAND CREEK PERMIT D RAW I N G p.oli _ v2 ryd �a� WENTWORTH STREET�� ON SR 1998 � ) SHEET 1 OF 5 --‘ ''''' ''' zo 3 .; �fitAiglir' .� 11i WI . 2,4. 28 • • 6� IP, .all v. , .l 2413 rillilli Sg,,� zo 3 , .. m TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE co) 04 2053 !1`�. SS 2=03 o .66 2065 �' S �p 1 li i 'A - r--7 I - t riiiiiiii4 : ::::::::::!:1 � ,• -2687 �� a^_�, lb " E 470,— - •4 0 • .� * 2670 2471 n . �.12 n Ph 1 rL 1 NMI VICINITY MAP WETLAND AND SURFACE WATER IMPACTS PERMIT (NOT TO SCALE) • •• •• • • OFF-SITE DETOUR p‘124 I PIS �o SITE I C 7 v BEGIN PROJECT /7BP.7.RJ40 0Q� END BRIDGE END PROJECT /7BP.7.RJ40 -L- POT Sta. 1/+50.00 BEGIN BRIDGE a -L- POT Sta. 15+50.00 —L— Sta. 13+35.00 ,r// —L— Sta. 14+00.00 Al\ W TO- 1 -L i - TO -wigWENTWf Tfl SR 1998 _L ANTOWN REIDSVILLS E (WENTWO TIf�STR: zov r- / / ± 4 ± ±// (I) / ± ± O // , + BEGIN APPROACH S kAB ,S END APPROACH SLAB (i) —L— Sta. 13+23.00 —L— Sta. 14+12.00 L SITE 2 a i rn r-) CV O oo / 0) E 0 L CI DOCUMENT NOT CONSIDERED FINAL / • UNLESS ALL SIGNATURES COMPLETED Elio; E LI) GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In the Office of Simpson Engineers & Associates for ROADWAY DESIGN ENGINEER PLANS PREPARED BY: ADT (2014) = 1 ,400 DIVISION 7 t50 25 0 50 100 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION C IMPSON 5640 Dillard Drive w ADT (2025)= 2,800 NGINEERS Suite 200 Cary, NC 2 a8 11 LENGTH ROADWAY TIP PROJECT = 0.062 MILES 2018 STANDARD SPECIFICATIONS i2d SSOCIATES (919) 852-0468 1- PLANS DAVID SIMPSON, PE ��- (919) 852-0598 (Fax) www.simpsonengr.com Eftil V = 40 MPH RIGHT OF WAY DATE: PROJECT ENGINEER SIGNATURE: P.E. 50 25 0 50 100 LENGTH STRUCTURE TIP PROJECT = 0.014 MILES HYDRAULICS ENGINEER LICENSE NO. C-2521 hill FUNCCLASS = REID B. ROBOL, PE PROFILE (HORIZONTAL) LETTING DATE: 41: U H YDRAULIC ENGINEER+ 0 MINOR COLLECTOR TOTAL LENGTH TIP PROJECT = 0.076 MILES v1,1b aLL 10 5 0 10 20 � � TIM POWERS PE VHB Engineering NC, P.C. (C-3705) N� ainilliliiiiiiii111111111iSUB REGIONAL TIER NCDOT CONTACT: ' _ a DIVISION BRIDGE 940 Main Campus Drive, Suite 500 N/ PROFILE (VERTICAL) PROGRAM MANAGER P.E. Raleigh, NC 27606 O E `� SIGNATURE: ---- - --- - - - --- - ----- - -- - - - - PROJECT REFERENCE SHEET NO. DETAIL 1 DETAIL 2 2 17BP.7.R.140 - ROCKINGHAM 239 4 TOE PROTECTION BANK STABILIZATION �Q DENOTES IMPACTS IN (Not to Scale) (Not to Scale) � / SURFACE WATER ROADWAY DESIGN HYDRAULICS 3.0'min. ENGINEER ENGINEER 1 FILL NATURALHosoCC5S1-‘1.,* C� SLOPE 2,0' Z GROUND d= GEOTEXTILE 4S vo //zyW DENOTES TEMPORARY d= 1.4 FT GEOTEXTILE J IMPACTS IN SURFACE WATER Type of Liner= CLASS A RIP-RAP Type of Liner= CLASS II RIPRAP I FROM 14+20 TO 15+30 L RT STA 115+92 L LT STA 261+40 L LT • in / DENOTES HAND BANK STABILIZATION 1E OF NORTH CAROLINA LICENSE NO.F-0669 LICENSE NO.C-3705 , CLEARING MOTT MACDONALD I& E,LLC VHB ENGINEERING R EST 124 TONS BEGIN APPROACH SLAB SY ERENCE NOT FOUND END PROJECT 17BP.7.R.I4O DOCUMENT NOT CONSIDERED FINAL BEGIN BR - TILE—L— Sta. 13+23.00 —L— POT Sta. 15+50.00 UNLESS ALL SIGNATURES COMPLETED —L— Sta. 13E+3E3:: . <� Prepared in the 4-67Q Office of: M IBEGIN PROJECT 17BP.7.RJ40M POquay-Varina,NC 27526 Box 700 LASS B RIP RAP ,G\ MACDONALD Fwww.mottmac.comiamericas -L- POT Sta. 11+50.00 2 TONS �°v _ ES 7 SYB COLONIAL I'lI'LLINL COWAN GEO XTILE "c, ��`"',I1I� VH940 MIn CampusvDrive,Suto 0005) RIGHT OF WAY EASEMENT I I Q .. Y DB 591 PG 686 w F Raleigh,NC 27606 BLANKET IN NATURECLAIMED J CENTERLINE OF ENSTALLEDNT 25' OLINES VARIESI i ' 7 — VERTICAL SCALE HORIZONTAL SCALE EXISTING R/W L_ _ EXISTING R/W 1 2 2 r.....iii500' 48" WW I I 48' WW X pr—X- X— IS ELEx/ ____ ____=_I_____=_ _ _ _ _ _ _ _ X�_X )( XX X15 W/ELBOWS ' �" '�"TS I GATE ��' m '"'V ssI Q Ts �% i � — —ss—® GPS 780239-2 + _ ii►!�♦♦�., ,,,,,, PERMIT DRAWING -T — , . SHEET 2 OF 5 —TO WENTWORTH 2/'BST I IN ,, — L— i 0 1 I :� TO DOWNTOWN REIDSVILLESR 1998 WENTWORTH ST TB 2GI %! ►illuii- " ,f/!1t, /,� •> : S 6T��' 36.9" E 7-: — - - - - - -G- - - - - �9 -�� —iiiss:000;:.G:nvn..s�.rn,�ii�I�Yii%j/ A7I=�ji 1 p, ;;,1 G �ZINC K/N ., _ i --.- . -vl�l'ie ��� _—_ r/ .. �i �.r- • 0/H POW INE9� l I, r 3 BL-QA � ' TSB O �`�fs —� D f r.E ,S '�DU , ��� J� EXISTING R/W O RR 80 DEG. / o WIRE _ �' SPIKE ELEV=717.3' • / 25' I I co ' GATE oe o� TOE PROTECTION z.— POT Sta. 10+00.00 ��0 WOODS ±, / ; WO,�S J� • / o SEE DETAIL 1 ± ± I I w • ± w k ��, X WG GDS ± ' / 4 MTL END APPROACH SLAB GAT\�,,/ ± I ± �� � —L— Sta. l4+17.00 -L- POT Sta. 17+00.00 W� 3 I 0 SITE 2 °e� SITE 1 `�' \u, Wm �� �� MI END BRIDGE _ 4 0 WILLIAM ERNEST SMITH, JR o co �� JERRY HARDEN o A MARGERETTE FOUNTAIN ° ° 0 0,, DB 1498 PG 775 � A ti —L— Sta. 14+06.16 ' z� DB IIII PG 2005 G 3 5��Qa" ELKANA C McCARGP 9cio 88.00' taco DB 706 PG 675 o ao o p � M ED. �• 0 N DOSTNOT IMPACT REAM NOT SWITH YWORK IN DUE AREA. 0 AXLE PAIGE HARDY HICKS DB 676 PG 810 N GPS LOCTION PROVIDED FOR REFERENCE ONLY WB 14E PG 833 i- a N y 3 w 0 -, o iL1 )/( a S 0 N a 0 I =IF L 1=0 " . C CD 4' BRIDGE c STA. 13+70.D0 l- tS) CORED SLAB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BEGIN PROJECT END PRO. EC— s 1 SPAN: 1@70', SKEW "Q5° STA. 11 T 50.00 STA. 15+50.00 o_ W/4' DEEP CAPS I . . . . . . . . . . . . . . . . . . . . . G P ELEV. - 670.30' C 0 o • BEGIN GRADE END GRADE STA. 12 +00.00 . STA. 15 +00.00 EL 670.23' EL — 67'1.06' i . 1 PI — ' 2 +50.00 PI — "4 1-50.00 a, EL = 669.86' EL = 670.60' s VC = 100' VC = 1-00' Cr N 680 K = 90 - 182 680 N N MILL MILL BRIDGE HYDRAULIC DATA TO 3 ~---�__ EXIST EXIST �� DESIGN DISCHARGE = 1500 CFS 0 6 7 0 - (T)O37�- + DESIGN FREQUENCY - �5 YRS 670 . . . k ♦♦ ,� DISCHARGE = 2000 CFS - 6 6 0 6 E FREQUENCY = l00 YRS . O •r /� L i1T I i :I R SF NW Ff ><►/aTION = R, FT 0 CLASS II RIP RAP OV ERT OPP'ING DISCHARGE .5601 C/-S SLOPE 1.5i1 (2 F1. THICK FXE'AVATF TO 1 I I OVERTOPPING FREQUENCY= 50Q+ YRS � (NORIv►AJ TO (-AP) (TIiP) ELEV-664.0 (STRUCTURE I'AY ITEM; OVERTOPPING ELEVATION = 670.0 FT iii CC 650 • • • • • • • • • • • • • • • • • BANK STABILIZATION N 650 BANK STAB.LIZATIO • DATE OF SURVEY _ 06/21/ 19 N 'I RM bO VIES.ELEVAT ION = 659.6 FT N>j E. 06 21 2019 AT DATE OF SURVEY o a - 640 � u (STRUCTURE PAY IT�M)ci cY 1 640 \oDQ ro 0 "' 0 N v 0 10 11 12 13 14 15 16 17 v1„ E ,O C, _ PROJECT REFERENCE SHEET NO. DETAIL 1 DETAIL 2 �6� \T:11\---CP1** /�� 17BP.7.R.140 - ROCKINGHAM 239 4 TOE PROTECTION BANK STABILIZATION 0 DENOTES IMPACTS IN r(Not to Scale) (Not to Scale) iROADWAY DESIGN HYDRAULICS h� 7 / SURFACE WATER ENGINEER ENGINEER \O�L� 3.0'min. (O� (o iD FILL NATURAL -' '-cc SLOPE 2.0' �°�� / GROUND d GEOTEXTILE Q �( a • L DENOTES TEMPORARY 7/ d= 1.4 FT GEOTEXTILE • �� 6� / � f ;I I IMPACTS IN SURFACE WATER Type of Liner= CLASS A RIP—RAP Type of Liner= CLASS II RIPRAP i FROM 14+20 TO 15+30 L RT STA 115+92 L LT of STA 261+40 L LT 0 • o DENOTES HAND !•1 ) LS 6g /c /BAN/K STABILIZATI��JAE OF NORTH CAROLINA /, CLEARINGMOTT MACDONALDI& E,LLCVHBENGNEERING�I �� / LICENSE NO.F-0669 LICENSE NO.CI:015 T 124 TONS R ERENCE NOT FOUND ��, BEGIN APPROACH SLAB ' BEGIN BRY zTISY LE FOUND Yi END PROJECT l7BP.7.RJ40 DOCUMENT NOT CONSIDERED FINAL c -L- Sta 13+23.00 �� 1,),) - y ��- -L- Sta. 13E+3�: ,.�� c ( -L- POT Sta. 15+50.00D• .(b, cD j/i i i i i 7R('/ Offcere�din thenA 1Y1 RA PO Box 700 BEGIN PROJECT 17BP.7.RJ40 cc• 'Y1 / �• MACDONALD Fwww.mottmac.con✓americas L— POT Sta. 11+50.00 �'2 TONS B RIP w4P(o / ES 7 SY ) 4114 VHB En ineerin NC, P.C.(C-3705) \ (!� �� COLONIAL PIPELINE COMPANYGEO XTILE 68s �� (bRIGHT OF WAY EASEMENT I AG �`/I^l� 940 Main Campus Drive,Suite 500 (D DB 591 PG 686 w F / a ...\\I �I ���/// Raleigh,NC 27606 t` BLANKETINNATURE I + QJ0 1 �� \\/ I I6`' /�� CENTERLINE OF INSTALLEDOLINES I ; \AY' m7 \ VERTICAL SCALE HORIZONTAL SCALE EXISTING R/W I_" VARIESIII " ' EXISTIN R/W 1 2 2�' S ' X X /48" ELE�C / X X I XJ X 48" WW X X X " JJ 59 IiiiiW' illiiW gi. X MTL —X TS ) 15" W/ELB WS 6,�� '• - �— / �, GATE I TS C` ,a 181DI , S ;I::.♦`,® SS PVC ss --�9��—ss — + �F I -` II -- / _7802392PS� � 9 PERMIT D RAW I N G --- T � ,.:z:�,�r- �r'ri�r�.' � SHEET 3 OF 5 TB 2G1 ir f,/I ( ui TO WENTWORTH ti BST I I 15" RCP-IV /� - rillill� WIC �� I� —L— a TO DOWNTOWN REIDSV/LLE N ° O SR 1998 WENTWORTH ST I I TB 2GI I j%I",i EllIP I " ling'%/,� V I I S 67 /2' 36.9" E G— ,_,,;u1;1:.... .. —G G I F .. F -ate`. ,- : ��u -"� � �=!iIIIT / 7 ;=ai .. ... 6 b I NC; Fi/W P _ - - , 15 WLC Om, " V.A9liz i-' •r• IJ •a NO : —��. O ...1 - II J BL-4 LOW WIRE j . - - • - ±i tS �� �7 fir � F' EXISTING R/W O RR �� . `� / Q 80 DEG. / 7„, WIREi%'.E , DUEQo� OJSPIKE `Z��� � ELEV=717.3' / / II ' GAT* , .Po o TOE PROTECTION \ A6 6� —L— POT Sta. 10+00.00 4`' WOODS Sc r± / ; WO,�S J,� • •" / ' o• «, SEE DETAIL 1 i5114,,, + w �' / SS WIitDS • / / '� MTL * END APPROACH SLAB \s, • _17 .. � �� 3 `' ' GATE - \ L POT Sta. 17+00.00SITE 2 pe -r' 0 c___K-7 c\, (5-) g`' 4SITE 1 �° `�' ' ' K—:N° ,...., / :a(-3, ' \ / • / xo � 093 gl END BRIDGE ---,j \ _ �,\ 4 n WILLIAM ERNEST SMITH, JR \ ca 3..0 MARGERETTEAFOUNTAIN0 la°°:�° —L— Sta. 14+06.16 0 o N DB 1498 PG 775 J (5"5-(5)\\........./.: i �a 1 ND / J W MCCARGO n 0-1 s� / Z^ DB IIII PG 2005 G ti , �, ELKANA C McCARGP \ 7 �� `� �� / L iee.00 Wm ���� -, DB 706 PG 675 .,, , ---------------------------------------!_/ AV 0 -----_ '74/-- y9g " N / �� ` ;J)� JS STREAM NOT SURVEYED. �y I U t„ AXLE PAIGE HARDY HICKS _� Ti DO NOT IMPACT WITH WORK IN DUE AREA. 1*--1-- /a GPS LOCTION PROVIDED FOR REFERENCE ONLY ,,•� '' r�,, WB 14E PG 833 M � `9 7----1 / 0 y 11.1 L °'N 11 / 6 ' r '".--N (O� v • \ , • i1�• y 3 ----------------------Th ,-, , >1 6�07o o ��L •° , ��C 6`9 9 to v- -�\ ��/ 1/40 \ /7 ___ @ 6 9 9, �n \ \ I 1 1 1 11 III 1 1 1 1 1 IIII 1 11 1 1 1 1 1 =1. L. . , CCD B tip GC C STA. 1 +70.DO L- -° BEGIN PROJECT L-24 CORED SAE. END , PRO. EC- - 1 SPAN: 1 @70', SKEW "05° STA. 11 + 50.00 w/4' P CA�s _c STA. 15+50.00 D'E= rn GP ELEV. - 570.30' - I 0 BEGIN GRADE END GRADE o STAI. 12 + )0.00 STA. 15 +00.00 EL - 670.23' EL - 671.06' L . 1 PI - ' 2 +50.00 PI - "4 1-50.00 D, EL = 669.86' EL = 670.60' s VC = 100' VC = 1-00' N 680 I K = 90 I LK - 182 I — 680 s, co F I, N MILL MILL BRIDGE HYDRAULIC DATA 0 TO TO 3 '---�__� :X I ST I EXIST —______ —� nE5/GN OCHARGE = 1500 CFS 0 6 70 l40 '.� DES CM FREQUENCY - 25' YRS 670 '7I �• + 92 DESIGN HIV ELEVATION = 666.4 FT - tokt r L.4 BE DISCHARGE = 2000 CFS .''`:I' B E FREQUENCY = 100 YRS i� 4 0 660 ,t' ' R SF Ww I FVATIOAt = RAR,3 FT 660 > CLASS II RIP RAP r' "T OV ERT OPI'IAI+G DI SCHAPGi = :560/ Cl-S j SLOPE 1.5i 1 (2 I-I. THICK FxC'AVATF TO OVERTOPPING FREQ/UENCY= 500+ YRS (VORMAJ TO (7,D ) (PIP) L ELEV- 64.0 `-""`r U (Sl URE I'AY ITEM) I _ I OVERTOPPING ELE'/AT/ON = 670.0 FT ' 650 BANK STABILIZAT ON- BARK STAB.L.ZATION I 650 cc . DATE OF SURVEY _ 06/21/2019 N N RMA 9 &O WS.ELEVATION = 659.6 FT -CI a D E: 06 21 2019 ` AT DATE OF SURVEY to 0 \r-L L 640 I � F (STRUCTURE PAY IT;M)cY I 640 or;-;"E roc\Jv 0 10 11 12 13 14 15 16 17 c__) / PROJECT REFERENCE SHEET NO. DENOTES IMPACTS IN 17BP.7.R.140 — ROCKINGHAM 239 4 O SURFACE WATER ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER ' COD ` ) A>, DENOTES TEMPORARY << IMPACTS IN SURFACE WATER / O / / DENOTES HAND MOTT MACDONALD. VHB ENGINEERING I& E,LLC LICENSE NO.F-0669 LICENSE NO.C-3705 1 CLEARING DOCUMENT NOT CONSIDERED FINAL TEMPORARY UNLESS ALL SIGNATURES COMPLETED Prepared in theM PO Box�/� SVI lisA PAC T Office of: M MOTT Fuquay-Varina,O NC 27526 �� :::er:I::::1c0s . ' C101 ; I `Y, b 940 Main Campus Drive,Suite 500 Raleigh,NC 27606 HORIZONTAL SCALE _h___ i6.t.i // PERMIT DRAWING SW IMPACT \/ SHEET 4 OF 5 SITE 1 48 WWI — X mK — >< X SW IMPACT , 1 _, c, T S ----- If 8h1D ) r C y , , , . . , _, , ---,-----------------------------_---------------- ----------- -- _ _ , , . - I f ea iro4' 41.!or -•- ______ iv ire, ______ %, r-,--, -r -h _,...-.4, D ii/mi0114 =-=. -___ / -� I s - 111A / -- T � • . WOrrafir3TT T --_ _- __ ilaaeatkaliialt -.. ...44._ ptrgelglir ' r•Or Opt y -_:=_- __- _ r Pr" 7 1 76 1 TO r 'ire legg Algid i - .....,1..5,..._..,„r Ap. -sw • W 1 T S / A'Ailit 11111 A f j 0 tatt,l , , , f\S-7 -RVICF 7 ,w.supstrarawis t It 1, i i ritm....._..iiilLk/ -- / — iiiii vlaraiiiiiiimampy _ , 4N\N - itkipwww •41r -7-9m-rM4111 di eupigimmisu _______\"-nn .0110,,,-_,_ _ _ ARV / _ AO." — — , --. urentrutp----------- -PROP 0 / ' OW ‹. , ciz - -_- - I PROP '0 / P W L 7io :, I I city 9 - - - AAP"' " , �..�,_ P . , . ) v MN / <R, \c3 / , / r ,,014,.,; _ if:wow, n L Net -C"--P-OW---L-INES_ ________,/ 1 <<2 fr D E - I DUL40 DUE J r r,(vAlli 1- , (0 V N , 2 \\Z‘ 4(i• Qz - i % / \ur 7 A 00 0 : / , 0 1 2 i ' 0 / ,/ % , 0 N )1...,, / ? a .c - ., 7 ,,i I', e", - C)\--/__)--)9/ / j iRCIP42 7 Z j WOOS -- , -X r , 4 Z L'i / , SE 2 z ,-' � , �,, Iio\lc ll JS STREAM NOT SURVEYED. 0DO NOT IMPACT WITH WORK IN DUE AREA. �� - //-ii • 0 GPS LOCATION PROVIDED FOR REFERENCE ONLY , ._ G,,A - 6Th 7,_,,,,.,_Z z 1 T L \ \ - (_2, %., cs - \ y • :<:-f)) - - r ---- ( , \ / / y N •Ei WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand -Existing -Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 13+53 to 13+86-L- Bank Stabilization <0.01 0.01 54 65 2 12+27 to 13+19-L- 1 @70'24"CORED SLAB W/4'-0"CAPS 0.01 TOTALS*: 0.01 <0.01 0.01 54 65 0 *Rounded totals are sum of actual impacts NOTES: -Existing Channel Impacts Permanent and Existing Channel Impacts Temp.are coincident NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 04/30/2021 ROCKINGHAM 17BP.7.R.140 Revised 2018 Feb SHEET 5 OF 5 Action ID Number: SAW-2019-00831 County: Rockingham Permittee: NCDOT Division 7 (Attn: Wright Archer III, PE) Project Name: NCDOT/Bridge 239/SR 1998/Wolf Island Creek/Rockingham County Date Verification Issued: 07/28/2021 Project Manager: David E. Bailey Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: David E. Bailey Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest,North Carolina 27587 or David.E.Bailey2@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S.Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date SAW-2019-00831 A. Determination of Jurisdiction: 1. I1 There are waters,including wetlands on the above described 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).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. Please note,if work is authorized by either a general or nationwide permit,and you wish to request an appeal of an approved JD,the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States. 2. ❑ There are Navigable Waters of the United States within the above described project area 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). This determination may be relied upon for a period not to exceed five years from the date of this notification,provided there is no change in law or our published regulations or new information that warrants revision of this determination. 3. ❑ There are waters,including wetlands within the above described project area that are subject to the permit requirements of Section 404 of the Clean Water Act(CWA)(33 USC§ 1344). This determination may be relied upon for a period not to exceed five years from the date of this notification,provided there is no change in law or our published regulations or new information that warrants revision of this determination. 4. A jurisdiction determination was not completed with this request. Therefore,this is not an appealable action. However,you may request an approved JD,which is an appealable action,by contacting the Corps for further instruction. 5. ❑ The jurisdictional areas within the above described project area have been identified under a previous action.Please reference jurisdictional determination issued_. Action ID:_. B. Basis For Determination: See the Preliminary Jurisdictional Determination form dated 07/28/2021. C. Remarks: D.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 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. E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 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: Philip Shannin,Appeal Review Officer 60 Forsyth Street SW,Room 10M15 Atlanta,Georgia 30303-8801 Phone: (404)562-5137 AND PHILIP.A.SHANNIN@USACE.ARMY.MIL 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 Not applicable. SAW-2019-00831 It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. ��� Date: 2021.07.28 Corps Regulatory Official: 14:56:21 -04'00' David E.Bailey Date of JD:07/28/2021 Expiration Date of JD:Not applicable NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL`1 . Applicant:NCDOT Division 7(Attn: Wright Archer III,PE) File Number: SAW-2019-00831 Date: 07/28/2021 Attached is: See Section below ❑ INITIAL PROFFERED PERMIT(Standard Permit or Letter of permission) A ❑ PROFFERED PERMIT(Standard Permit or Letter of permission) B ❑ PERMIT DENIAL C ❑ APPROVED JURISDICTIONAL DETERMINATION D Z 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 or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx or the Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object 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 division 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 you may appeal process you may contact: also contact: District Engineer,Wilmington Regulatory Division MR.PHILIP A. SHANNIN Attn:David E.Bailey ADMINISTRATIVE APPEAL REVIEW OFFICER Raleigh Regulatory Office CESAD-PDS-O U.S Army Corps of Engineers 60 FORSYTH STREET SOUTHWEST,FLOOR M9 3331 Heritage Trade Drive,Suite 105 ATLANTA,GEORGIA 30303-8803 Wake Forest,North Carolina 27587 PHONE: (404)562-5136;FAX(404)562-5138 EMAIL:PHILIP.A.SHANNIN@,USACE.ARMY.MIL 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:David E.Bailey,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.Philip Shannin,Administrative Appeal Officer,CESAD-PDO,60 Forsyth Street,Room 10M15,Atlanta,Georgia 30303-8801 Phone: (404)562-5137