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HomeMy WebLinkAbout20211834 Ver 1_SAW-2021-02686_permitverification1_20220127 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2021-02686 County: Davie County U.S.G.S.Quad: Mocksville GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION Permittee: Amy Euliss NCDOT Division 9 Address: 375 Silas Creek Parkway Winston Salem,North Carolina 27127 Telephone Number: (336)747-7802 Size(acres) 3.3(approximate) Nearest Town Mocksville Nearest Waterway Nelson Creek River Basin Upper Pee Dee USGS HUC 03040101 Coordinates Latitude:35.899771 Longitude:-80.547144 Location description: The site is located along Sheek Street over an unnamed tributary to Leonard Creek in Davie County, North Carolina.The site is approximately 700 feet west of the Sheek Street/Industrial Boulevard intersection. Description of projects area and activity: This authorization is for the permanent and temporary discharge of clean fill material associated with an existing culvert replacement/facility upgrade project.Permanent impacts include replacement of a single 36" CMP with a new 66" CAAP(3 linear feet of impact)and the placement of rip rap within 26 linear feet of stream channel. The rip rap will be placed so that the top of the rip rap is even with the existing stream bed/culvert.bottom Temporary impacts are within 6 linear feet of jurisdictional stream and are associated with dewatering activities(see attached plans). Applicable Law: ® Section 404(Clean Water Act,33 USC 1344) ❑ Section 10(Rivers and Harbors Act,33 USC 403) Authorization: Regional General Permit Number and/or Nationwide Permit Number:NWP 14 Linear Transportation Projects SEE ATTACHED RGP or 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 and your submitted application and attached information dated December 21,2021.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. Special Conditions: 1. In order to compensate for impacts associated with this permit,mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form.The requirements of this form,including any special conditions listed on this form,are hereby incorporated as special conditions of this permit authorization. 2. Northern long-eared bat(NLEB)(Myotis septentrionalis).Standard Local Operating Procedures for Endangered Species(SLOPES)for the NLEB have been approved by the Corps and the U.S.Fish and Wildlife Service.See http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/ESA/.This SLOPES details how the Corps will make determinations of effect to the NLEB when the Corps is the lead federal agency for an NCDOT project that is located in the western 41 counties of North Carolina.This SLOPES does not address NCDOT projects(either federal or state funded)in the eastern 59 counties in North Carolina.Note that if another federal agency is the lead federal agency for a project in the western 41 counties,procedures for satisfying the requirements of Section 7(a)(2)of the ESA will be dictated by that agency and will not be applicable for consideration under the SLOPES; however,information that demonstrates the lead federal agency's(if other than the Corps) compliance with Section 7(a)(2)/4(d)Rule for the NLEB,will be required in the PCN.Currently,the federal listing status of the NLEB as"Threatened"is being litigated at the National level.If,as a result of litigation,the NLEB is federally listed as"Endangered",this general condition("s")will no longer be applicable because the 4(d)Rule,and this NLEB SLOPES,will no longer apply/be valid. 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 in Morehead City,NC,at(252)808-2808. This Depai tinent 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 Andrew Williams at(919)554-4884 or Andrew.E.Williams2@usace.army.mil. Date:2022.01.25 /4/ii`.62`„' 12:42:13 05'00' Corps Regulatory Official: Date: January 25,2022 Expiration Date of Verification: March 18,2022 A.Determination of Jurisdiction: 1. ❑ 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). 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. 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). 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. 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 aquatic resources within the above described project area have been identified under a previous action. Please reference the approved jurisdictional determination issued . Action ID: SAW- B.Basis For Jurisdictional Determination: N/A.An Approved JD has not been completed. C.Remarks: USACE has verified the delineation associated with this project,based on a desktop review of information submitted with the application and contained in the administrative record for this project. 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,FLOOR M9 Atlanta,Georgia 30303-8803 Phone: (404) 562-5136 EMAIL: 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. 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: 2022.01 .25 ,4M w� <7 12:42:45 -05'00' Corps Regulatory Official: Andrew Williams 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 our Customer Satisfaction Survey,located online at http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0. Copy furnished(via email): Todd Tugwell Regulatory Project Manager U.S.Army Corps of Engineers 3331 Heritage Trade Drive, Suite 106 Wake Forest,North Carolina 27587 Todd.J.Tugwell@usace.army.mil Kim Browning Regulatory Project Manager U.S.Army Corps of Engineers 3331 Heritage Trade Drive,Suite 106 Wake Forest,North Carolina 27587 Kimberly.D.Browning@usace.army.mil Beth Harmon DOT Coordinator North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh,NC 27699-1652 beth.harmon@ncdenr.gov �1 See Sheet 1 A For Index of Sheets STATE O F NORTH CA A 1'.O L I N SHEET 1 l del �L 1 I STATE STATE PRO eLT REFERENCE N0. SHEETS lirar" • PERMIT DRAWING N.C. 49748 1 ., DIVISION OF HIGHWAYS SHEET 1 OF 5 f STATB PROl.N0. P.A.P0.0.N0. D68CRIPTION Ae. u Mnlin9 , V - DA VIE C O UNTY F sl � ms� snnee s. PROJECT V h AREA LOCATION: EXTENSION OF ROAD OFF INDUSTRIAL Ma„„., i s, 11 BOULEVARD IN MOCKSVILLE s, I TYPE OF WORK: GRADING,PAVING,DRAINAGE \_, ot 1;0\i' VICINITY MAP (NOT TO SCALE) WETLAND AND SURFACE WATER IMPACTS PERMIT "SI \ rq rill 8 I i 8 4Foy r- i 0 c o9,f- '' —L— _ — — _ _ _ ) L. Liberty Lifestyle Drive - - - - — — — — DEAD END �� o�N� ���i EXISTING 36" CMP + TO BE REMOVED & REPLACED WITH L 66" CARP a) a o BEGIN PROJECT END PROJECT -L- PC SIo.10+00.00 POT SIo.20+20.00 co cc Ir 7 m Co C 3 O L 0 t E L N d O C C a) E C O L .> DOCUMENT NOT CONSIDERED FINAL C UNLESS ALL SIGNATURES COMPLETED L • + V GRAPHIC SCALES PROJECT LENGTH Prepared In the Offlce of: HYDRAULICS ENGINEER x DIVISION OF HIGHWAYS LJ� 50 25 0 50 100 TOTAL ROADWAY LENGTH = 0.193 MILES 375 SILAS CREEK PKWY., WINSTON-SALEM 27127 111* ®�po�' " 2018 STANDARD SPECIFICATIONS e��® � PLANS 1s �� P.E. SIGNATURE: q1 2. N�s 50 25 0 50 100 RIGHT OF WAY DATE: N `'I" WA PROJECT ENGINEER ROADWAY DESIGN12 a�`1 a ENGINEER �° @ oo PROFILE (HORIZONTAL) A��� ®��a O 10 5 0 10 20 LETTING DATE: Jeremy L. Keaton � ®a' TW&ik U} ! _ I'I" PROJECT DESIGN ENGINEER woo rVl N/A '<Y PROFILE (VERTICAL) A SIGNATURE: P.E. 0 tn=, 0- PROJECT REFERENCE NO. SHEET NO. 0- co 47948 R'W SHEET NO. ROADWAY DESIGN HYDRAULICS I / I • ENGINEER ENGINEER I 1 1 I I CULTIVATED FIELD I I O IX) 1 I I N I 1 I odN INCOMPLETE PLANS 4 1 1 t yN N ID� ® NOT USE FOP, Id%W ACQUISITION I®N ' 1 • 1 1 1 ' 1 1 ' 1 LIBERTY STORAGE SOLUTIONS '1 1 \ LIBERTY STORAGE SOLUTIONS EXIST Riw PER DB 1158 PG 1036 1 1 \ DB 1158 PG 1036 PB 13 PG 467 1 ' 1 �\ DOCUMENT NOT CONSIDERED FINAL 1 ' UNLESS ALL SIGNATURES COMPLETED 1 1 . 1 i \ CLASS II RIP RAP SITE 1B jj 1(SEE SHT 5PACT —• 1 r - - - - - - _ — _ DRAINAGE EASEMENT • '1 i _ _ _ _ PERMIT D RAW I N G (PB 13 PG 467) I — — • oI�? oo^',, #2 ���� ` m �sT RI vu PE B 12 P o SHEET 2 OF 5 „,....,..# • MIMI _ _ _ _ _ _ _ _ _ _ _ _ _ GR PG138 N WI". -- ----- n EX1S RIW PER P Y� � fr e I � / ��-�������!:�= •CLASS II RIP RAP -�'- � RCP �jj�� SEE DETAIL A J 15 —� `` i DRAINAGE EASEMENT PPJEO NIS��' (PB 13 PG 467) 2� • SITE lA CL STA -L- 11+85 • � (SEE SHEET 5 IMPACT SUMMARY) 1@50'X 66" CARP W/HW / EXISTING 36" CMP PC Sto. 13+00.62 CL SKEW=90 ELEV = 1.4' TO BE REMOVED LIBERTY DB 184AGPGS88UTIONS & REPLACED WITH PT Sto. 11+63.97 770 66" CARP DETAIL A I INLET/OUTLET CHANNEL t 1 CRK 8'RT BEGIN PROJECT ( "at to SCOIR FIBER MAT/RIP RAP END PROJECT �' ` ���T -L- PC Sto.IO+OO.00 EXCAVATION ON BENCH POT Sta. 20+20.00 ,� g CRK 8'LT N _Natural Natural 760 °' 66EPDWA��S �' �CRK CL 0 \ Ground %1.,.. �1' • • • ♦,00 'Grrou d l 1 w�H -- E i ��%����j��. 4 •I��•�i� IN NWS= w /' DENOTES TEMPORARY S� ,, . .)a,� _ 9��',••V.\v � ��' INV= 1 758.8' 760.0' IMPACTS IN SURFACE WATER , ,litil���GEOTEXTILE 756.9' i RIP RAPT CLASS II RIP RAP CLASS II SLOPE =3.8% IN BED RIP RAP CL INVERT=757.8' B=2' (Tapering to exist.N IN CLASS II 750 //� SURFACEDEOTES WATER IMPACTS SEE SHEET 4 FOR DETAILS width on outlet end) b=VAR 0 to 3' CLASS II RIP RAP 10 11 12 13 14 15 16 17 18 19 20 21 i i I i i i i i ! ! I ! ! P1 i 19+47.48 ! I I i t i i i i t i -t ! I i t EL+ 833.66' ! I I t t VC = 4/5' ND P OP.FrJLL —_—_— _ —_—_— t 4 D PTH AVEAJENT t 1111 II 830 t 4 _ 9�0019/°On �_�442 ° ELEv.=827.F0' 830 E i i i i i I i t � 59, i i i i i I I i i J =_. .__�__ 0 + + +__ � + + +___ — t + +— + ____ _______ ___ __ _______ _________ 0_ t t t E O t , , , � d I I I I ' I I I I I ! � 810 I I i 11 66" CORRUGATED ALUMINUM PIPE INLET/OUTLET BAFFLE DETAIL NOT TO SCALE PROFILE VIEW In +— --+-- --+-----+—_ --+-- --+— --+-- III—h—h -----+-- --+-- — --- — -- --+--- NG ~ 800 II ♦ ! i GRADE 3 I I L 0 F --- 1 EXIST i /NG PROPOSED � --------+-_----+_-----+----- --T---+--�--�- - I -� I I I ---- i--+--i------ �DF PIPE & H W o_ 790 1 I I I I +' I I I I I I I I I I I I SET AT STREAM d I Pl $ 12+2/.801 I I I I BED ELEV o EXISTING E2,� _+_—_—_-+ _� EC -768.34 _______- 1—GRADE_+_—_—_ +___--_�_-_ _— —_+_—+_-----__ c o L I I VC = 275' I I I I I I BAFFLE 780 K = 24 PROPOSED - ! ! NOTE: C I GRADE � ' ' I I I INSET BAFFLE FROM w d' I i I I I I INLET AND OUTLET I\ - o -----+------+-- '�EX/ST>IVGr PAVE p ---+---- - lg 00/° ----+----- —+------+--+---+-- +— -- - — = l °' 770 I — - _ 1 CLASS II xN — • (--)267° .; RIP RAP H — — OU ---LE/T _ —,_\/--- - - --- . i --� —T— �� ^ O 1 1 co co co OE) I 'I� '-T• I D D D cn I ) NN I I 2' „ „ „ —\f�� rws=760.0,_\\I NATURAL I I I 1 vvet \ /4. ice 0.5' r �- I� �� �•�hlh�� �0 760 � � I ♦ I \`�• , i I GRO�IND BIGHT I � I 1.5' ����T �� Ii� rn rn rn FLOW �!�� 66" PROPOSED PIPE I ��►ITL__ ntli 6" Q W/HEADWALLS i � - I �i - -�I I � � � � � � 2�~ � 23' - - 23' 2' o IIN - '(INLET) —_CON E +--H----I— I — I— I - BAFFLE DETAIL cv/ 0 750 II I I I I I I I I �(--)-H I I I I I I I I I wn In 10 11 12 13 14 15 16 17 18 19 20 21 oCn � PROJECT REFERENCE NO. SHEET NO. 47948 03 R'W SHEET NO. ROADWAY DESIGN HYDRAULICS i • ENGINEER ENGINEER I 1 1 I I CULTIVATED FIELD I I I O Ln 1 I 1 N �®I a7 1 odN I COMPLETE PLANS 1 \ t 0-4�N DO NOT USE FOR R/W ACQUISIITION I \ 00 0��0 1 I \\ (?8, 11 1 ee 1 \\ I 1 e 8S0 �7eze L : R1'Y( :T r'A TIO mes e I 1 \ 1 LIBERTY RAGE SOLUTIONS EXIST R/W PER 779.0 �� 7. +. Pqe eee e �B e efJ 1 1 \ 6 0 115$ PG I PB 13 PG 467 \a 9a 0g3 'e, �e6 m a ea e 1 s a � Balsa 8e m ' • \ \ m'bZ8 DOCUMENT NOT CONSIDERED FINAL 0'99�� ee \\K..... 7az.m .a e ee e 1 1 • \\i asa , \ 0 UNLESS ALL SIGNATURES COMPLETED 0 Li 781.0 &0 a . I ` , tip WO \ 7•� 778.0 .' _ 910 9 q,0 1 \ ( e 0� , 0.,, p��A 111 es NV _ ` a,. •,, is - _ 0.;:s r~ me a®69 9e �__�A.�•_ �_lit ANL - - m 0'9zg//jam U �� sees GE ASEME10 �„- m'mg �� ,0 m `~ - _ �_ liv-L, - - - - - e - - — — — PERMIT DRAWING —JI0 I9L 4 ,V. y\q a> 464 , 0 C� 8 S_ im 0" e29` `�� -s, 7az0 ♦ mO� �` 1: ter. SHEET 3 O F 5 0 9 :44. ..,-..,....:_„-;,---..--:- ....,,,,,. . �AQt ,wsgl `I �I�pf+ _ sl 1 L \ �'7 m GZ9 IRLINthillibillihm.sa .'"'„t� ,'� ��l —J8 85.0B Beaq71‘6120.7::::—: '00 a5 9 tiro 'wNgw O'9Z8 s29 O'B s�Y J i-'. ..'�.^.-�,� ��� .,• �e •e '9e \ s u� 9a.. ®��a4:B esa_, •e �� m �9 m m ,: g .40' -- -.i c �� a•''"�•y 1� b l l J� p 0 e 0 m m mi%S `S m M1 0 ,N� est -. .i�•'�IL• "l��-r��� .- �� 0 •'•*:b >�e ?a te e s m 8' pc, e *; 0 j'a 0(� bZ m ��S e v.� � - 0.0 T e J 9 � s '6 .e 0 •7I'V2. • m T4 11 •- - : CLASS II RIP m ,e _�,-.-��' 'ilt'.,►.6F L VP. \v.i.1 SEE DET-.IE 5.m 9 e.•m AGE EAs eg _, s My a* �,� .: E lA m -, � 0 . SHEET 00 CL STA -L- 11+85 a 'IMPACT SUMMAI \/),„ a 1@50'X 66" CARP W/HW / s�i I �T N �" • 97 PC,„, �� I rR 0 I N CL ELEV =771.4' t$ SKEW=90 s0e e. yes w N \ 1 \ ,.a << N \ s e a 7 70 Z , �� 669` \ • \ \ \ \\\ \ 9\ \\ \ 1 1 aa`` 775 a I / I \ aso INLET/ONo�oTSCaIHANNEL I/ CRK 8'RT as<< BEGIN PROJECT COIR FIBER MAT/RIP RAP END PROJECT �► EXCAVATION ON BENCH I I ���� N -L— PC Sto.10+00.00 POT Sta. 20+20.00 7.11, c� ��0 Z _Naturals , Natural a I 66 A? s CRK 8'LT P 0 \ Ground �,����:♦,, _ '—Ground 760 W/HEAD CRK CL w DENOTES TEMPORARY %..�� �„ - WATER , •-Ir :•�■ ' — , INV= I 758.8' 760.0' GEOTEXTILE 756 9' CLASS II CLASS II RIP RAP I RIP RAP DENOTES IMPACTS IN CLASS II IN BED RIP RAPI CL INVERT=757.8' �/ SLOPE =3.8% / /// SURFACE WATER B=2' (Tapering to exist. 750 SEE SHEET 4 FOR DETAILS width on outlet end) b=VAR 0 to 3' CLASS II RIP RAP 10 11 12 13 14 15 16 17 18 19 20 21 1 1 1 I F I I I I = I I I 1 1 1 I I T T TTjNDPLL 2 I— t ! =t 4 t- t- t 4 1 t- t- t 4t 1 t tji sPTHVEMENT F0' 830 1 t t 90019 (_)44 ° ELEV.=827. iiiii 830 E On I I 1 I I 1 I I I I 1 I I 1 1 _ _ _ _ _ - - -J =_-. . 0_ t t t r + ----__-� __-� I ---+ �-------+ +_-- t ----___+— --___t___-- — - --- --- --- --- -- I 1_ 4 - , - f , 1 , co 810 I 66" CORRUGATED ALUMINUM PIPE INLET/OUTLET BAFFLE DETAIL i . NOT TO SCALE PROFILE VIEW -- --+-- --+-----+-_ --+-- --+— --+-_ —+-----+-- --+-- — --- -H-- --+--- oi Gi - GRADE 800 ♦ NG c s_ EXIST ING PROPOSED G E +- +_-----+----- --T- -+--� � I � I I I -+---- -i--+ i--i------ Go,, PIPE & H W +' I I I I I I I I I I I I SET AT STREAM C d I PI $ 12+21.801 I I I BED ELEV EXISTING E2, — —+_—_—_-+—_—_—+—_—+—_±— = EL+=—768.34 _—_—_�' _— GRADE_+_—_—_ -+--+----+- --+--+--+-------- c I I 1 1 o I II I I � L I I I �I VC — 275' I I � I I I I I I BAFFLE 780 K = 24 PROPOSED NOTE: C N I GRADE � -. ' I I I INSET BAFFLE FROM w I I I 1 I I I I INLET AND OUTLET o -----+------+ '�EX/ST�IVGr PAVE p --- I --- lg 00/° ----+----- —+------+--+---+-- +- -- cImo- ----- r,— - l °' 770 1 — ..... _ CLASS II x� -1..... ('-)26/° ,1 RIP RAP 1 w( i ^AIATURAL \ 1 I ° •� ' I (TYP.) —T— ,- 1 i I & 1 2' 1 T -n �' rws=760.0'—\\I NATURAL 1 I 1 1 \�if� ��I/ice 0.5'� )n I� �� �•�I1Ih���0 760 � � I ♦ I \`�• ' i I GRO�IND BIGHT I ! I 1.5' ���►T �� Iiw m rn rn FLOW I WI`�,►ITL_- c!�� 66" PROPOSED PIPE I 6" Q W/HEADWALLS - I II I 2'— 23' - - 23' 2' o oN - '(INLET) --+--H----I— I — T — IT I - BAFFLE DETAIL cvZ0 750 1 1 I I I „In 0 10 11 12 13 14 15 16 17 18 19 20 21 0Cn � PROJECT REFERENCE NO. SHEET NO. 49748 PERMIT DRAWING R'W SHEET NO. ROADWAY DESIGN HYDRAULICS SHEET 4 OF 5 ENGINEER ENGINEER INCOMPLETE PLANS DO NOT USE FOR RI W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED le is Te e B T -/.per 0 ta CLASS II RIP RAP � CiQ� JS BAGS PG ,, SEE DETAIL A T `4rffz, ' /W PE PR Biz PG 138 I • II e TB S ......._..._..... _i_________ ei TB N S �� S SITE 1 B z TB �� (SEE SHEET 5 ✓ IMPACT SUMMARY) -- _ - - - _ - - - _ - - -- \ i 0 P). �� I _ _ - _ - - -\ 1 �� _ Jr H - - I Eil21'PAVE EXISTING 36" CMP TO BE REMOVED EXIST R/W PER PB 12 PG �38 & REPLACED WITH 0_ —� 66" CAAP �� 1 -f , S S CLASS II RIP RAP S SEE DETAIL A — — — — - - -: _71_ _ _ _ �5°RCP Wm W SITE lA -� - �N \ (SEE SHEET 5 3 �Z \ IMPACT SUMMARY) L ' V +i �V `. AV c L N r '� ate' . DETAIL A c ///7/... 1, INLET/OUTLET CHANNEL DENOTES TEMPORARY N ( Not to scale) COIR FIBER MAT /RIP RAP IMPACTS IN SURFACE WATER .,o EXCAVATION oN BENCH > _ Natural b b _Natural w Ground •%%,�•♦♦. • Igo- Ground c _ X • 4. 4 C / DENOTES IMPACTS I N �s�.• ��������� k' ��►t, v SURFACE WATER '•. ����• .., Of •5 GEOTEXTILE w� B CLASS II RIP RAP �co CLASS II IN BED N co B =2' (Tapering to exist. ), width on outlet end) N °'n b =VAR 0 to 3' Nam'~o� CLASS II RIP RAP CVn N/ 0 ULI+? WE 10 DON 1 /� Ocn� 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) 1A 11+80/11+87-L-RT RIPRAP IN CHANNEL <0.01 12 1A 11+80/11+87-L-RT DEWATERING <0.01 6 1 B 11+82/11+88-L-LT 66"CAAP <0.01 3 1B 11+71/11+87-L-LT RIPRAP IN CHANNEL <0.01 14 1 B 11+71/11+98-L-LT BANK STABILIZATION <0.01 6 TOTALS*: 0.01 <0.01 35 6 0 *Rounded totals are sum of actual impacts Perm SW Temp SW NOTES: Impacts Impacts (sq.ft.) (sq.ft.) Site 1A 496 148 NC DEPARTMENT OF TRANSPORTATION Site 1 B 397 96 DIVISION OF HIGHWAYS TOTAL 893 243 12/9/2021 DAVIE COUNTY 49748 Revised 2018 Feb SHEET 5 OF 5 Highway North Carolina Department of Transportation 4pi: gstormwater u- Highway Stormwater Program STORMWATER MANAGEMENT PLAN w' (Version 3.00;Released August 2021) FOR NCDOT PROJECTS WBS Element: 49748 TIP/Proj No: NA County(ies): Davie Page 1 of 2 General Project Information WBS Element: 49748 ITIP Number: NA I Project Type: 'Other IDate: I11.16.2021 NCDOT Contact: Amy Euliss Contractor/Designer: Jeremy Keaton Address: 375 Silas Creek Parkway Address: 375 Silas Creek Parkway Winston Salem,NC 27127 Winston Salem,NC 27127 _ Phone: 336-747-7800 Phone: 336-747-7800 Email: aeulissncdot.gov Email:jlkeaton ncdot.gov City/Town: Mocksville County(ies): Davie River Basin(s): Yadkin-Pee Dee I CAMA County? No Wetlands within Project Limits? No I Project Description Project Length(lin.miles or feet): 0.193 miles I Surrounding Land Use: 'rural and industrial Proposed Project Existing Site Project Built-Upon Area(ac.) 0.5 lac. 0.2 lac. I Typical Cross Section Description: The existing road cross section is a 10'wide gravel road with 10'shoulders and variable side slopes. The proposed road cross section will be 2,11'paved lanes with 4'shoulders and 8'side slopes. Annual Avg Daily Traffic(veh/hr/day): Design/Future:I I Year:I Existing:I I Year:I General Project Narrative: Ditches will be grassed lined when possible.Rip rap will be used to control velocities at the following locations: -L-Left Sta 12+30 to 19+00 and-L-Right Sta 16+50 to 19+00. (Description of Minimization of Water Quality Impacts) 1 li;hway North Carolina Department of Transportation Stomlwate r Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 3.00;Released August 2021) FOR NCDOT PROJECTS WBS Element: 49748 TIP/Proj No.: NA County(ies): Davie Page 2 of 2 General Project Information Waterbody Information Surface Water Body(1): _ UT to Leonard Creek NCDWR Stream Index No.: 12-102-16 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: Impairments: none Aquatic T&E Species? none I Comments: NRTR Stream ID: not applicable Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? not applicable Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? not applicable (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Surface Water Body(2): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Surface Water Body(3): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? I Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? I Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Action ID Number: SAW-2021-02686 County: Davie County Permittee: Amy Euliss NCDOT Division 9 Project Name: NCDOT/Sheek Street/Div 9 Date Verification Issued: January 25, 2022 Project Manager: Andrew Williams 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: Andrew Williams 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 NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Amy Euliss NCDOT Division 9 File Number: SAW-2021-02686 Date: January 25,2022 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A [ PROFFERED PERMIT (Standard Permit or Letter of permission) B L PERMIT DENIAL C [ APPROVED JURISDICTIONAL DETERMINATION D 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/Missions/CivilWorks/RegulatoryProgramandPermits.aspx or 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 division 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 Shannin,Administrative Appeal Review Officer Attn:Andrew Williams CESAD-PDO 3331 Heritage Trade Drive,Suite 105 U.S.Army Corps of Engineers, South Atlantic Division Wake Forest,North Carolina 27587 60 Forsyth Street,FLOOR M9 Andrew.e.williams2@usace.army.mil Atlanta,Georgia 30303-8803 Phone: (404)562-5136 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 investi ations. Date: Telephone number: Signature of appellant or agent. 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,FLOOR M9,Atlanta,Georgia 30303-8803 Phone: (404)562-5136 EMAIL: PHILIP.A.SHANNIN(u,USACE.ARMY.MIL