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Home My WebLink About20150299 Ver 1_Application_20150323�� srAr,� �: �,� ,�„� �. ,,,s �� ., � r ,�,� 5 - � r �,"C ,.�,� �z. � * � �� STATE OF NORT� CAROLINA DEPARTMENT aF TRANSP(�RTATIUN PAT McCRORY P. O. Bax 25241, Raleigh, NC 27�11-52�2 T(�NY TATA C,.1CC�VER.NC)R PHONE: 919-733-2520 �ECRETARY March 23, ZC�15 Mr. Andy W111iams U. S. Army Corps of Engineers Raleigh Regulatory Field (Jffice 3331 I�eritage Trade 1�rive, Suite 1 OS Wake Forest, NC 27587 Subj ect: Nationwide Per�nit # 14 Replace Brldge # 106 on SR 13 00 Wilkes County, Narth Carol�na Project l�Tumber: 1'1BP.11.R.11�6 (D'�Q Permit F�e: �24t1) Dear l��r. Williams: The North Carolina Department of Transportation is scheduled ta replac� �ridge # 1�6 with �. nevv bridge at the same location under our Design �u11d Program. The existing bridge zs 4 s�ans with total dimensions of 24' wide x 120' long. �he proposed new br�d�e is 3 spa�s �� 30' x 135'. Impacts associated with the bridge itself are limited to temporary work pacls. I-��vvev�r, v�� do have unnamed tributaries running parallel to th� road on both sides of the bridgee L�ue �a the upgraded bridge width, we can avoid filling one of these tributaries but not bath. .A.s a result, w� �vill be relacating a small intermittent stream in th� s�utheastern quadrar�t of th� structure. �'his feature is much small�r than the perennial t.�T lo�ate�. �n the northwester�. quadra�t so it made more sense to move this one. Project impacts will also i�clude a small amc�u�.t of banl� stabilization and ane vvet pipe extenslon (see permit drawings). I��Iitigation will be provid�d through EEP. No on-site detour is proposed. Cor�struction of this proj ect will require impacts io waters of the LTn�ted States in �he �adkin River Basin. The exisiing bridge crosses the North Prong of Lewis F�rk Creek (Class: �). The subj ect proj ect will have no effect on an� federally listed endangered plant or animal species. Cultural resource compliance work has been completed with na confllcts identified. The praj ect impacts are not slgnificant in nature and s�ould not remove or degrade �xisting water quality uses. Storm.water will be routed through gra�s or rock lined ditches, depend��g on the ditch line slope. Total land disturbance will be less than 1 acre. P�pe sizes used will be th� minimum necessary to create a safe roadvvay. All appropriate BIVIPs will b� us�d dur�ng construction. P. O. BOX 25�, N. WILKESBORO, NC 2�659 PHOr�E (336) �6?-9111 Fax (336) G67-4549 Mr. Andy Williams Bridge # 106 on SR 13 00, Wilkes Page 2 March 23, 2015 This proj ect vvas originally slated for the LIBI-� process so Nlarla has already �o:rnm�nted (attachme�t I�) . E�y copy of this electranic letter, it is requested that th� Division of Water (�uality, 401lWetlands LTnit, issue the appropriate permlt far construction of th�s pro� ect. It �s requested that an.y comments related to the 4Q 1 certification be forwarded directly tc� me wit�h a ca��r sen� to th� �.T� Army Corps of Engineers. We would like to begin construction as soon as possible. I�° fu�ther infa�matia� is r�qulred, please let me know. Your early revievv and consid�ration will be appreciated. Sincerely, , �Ieath Slaughter Divls�Qn Envlrc�nmenta.I C�ffic�r Enclosures cc: Amy Chapman, Division of Water Resources Dave Wanucha, Division of Water Resources l��Iike Pettyj ohn, PE, Division Engineer David VV'a�yne, PE, Bridge Maintenance Engineer Jami Guynn, Division Bridge Program Manager I�eath Slaughter, Division Environmental Off��er Neil Trivette, Roadside Environmental Field Oper�ations Engineer David Poindexter, Resident Eng�neer � �j'� ,�` �`�'�' �,��.. . . <..� ��fIC�' i�SE� Qt1l�': �..�yr;�� ;r � � � � F" .. � Corps action 1 D no. � ...:.. �:�s:�::�rr�:.:.�::::��:;f .� � � � � � DV\/Q project no. � ..5.::.... ...... Form Version �.3 Dec 10 20�8 Pre-Construction Noiifica�tion P+CN Form A. A lic�nt Infarmation 1. Pracessing 1a. Type(s) of approval sought from the Cor s: ��ection 4a4 Perr�it 0 Section 1 � Permit � 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP} number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes ��o 1d. Type(s) of approvai sought from the DWQ (check all that apply): � 401 Water Quality Certi�ca#ion — Regular ❑ N�n-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Ripari�n Buffer Authorization 1 e. Is this notification solely for the record Far the record only for DWQ 4�1 For the record ar�ly �nr Corps Permi�: because written approval is not required? Certification: 0 Yes � No ❑ Yes � �in 1 f. Is payment into a mitigation bank or in-lieu fee program prc�posed for mitigation �� ❑ N� of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. '1 g. Is the project located in any of NC's twenty coastal counties. If y�s, answer 1 h ��'�s ��1� below. 1 h. Is the project lacated within a NC DCM Area of Environmental Cor�cern (AEC}? � Yes � No 2. Project Information 2a. Name of project: Bridge #106 on SR 1300 2b. County: Wilkes 2c. Nearest municipality / town: Parsonville 2d. Subdivision name: 2e. NCDC7T only, T.I.P. or state � 7gP.11.R.116 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: NCDOT 3b. Deed Book and Page No. 3c. Responsible Party (for LLC i f �pplicable): 3d. Street address: 801 Statesville Road 3e. City, state, zip: North Wilkesboro, NC 28659 3f. Telephone no.: 336-903-9202 3g. Fax no.: 336-667-4549 3h. Email address: hslaughter�C�ncdot.gov Page 1 �f � � PCN Form -- Version 1.3 December 10, 2Q�8 Versian 4. Applicant Information (if different from owner) � 4a. Applicant is: ❑ Agent ❑ Other, specifiy: 4b. Name: 4c. Busines s name (if appiicable): 4d. Street address. 4e. City, sfiate, zip: 4f. Telephone no.: 4g. Fax na.: 4h. Email address: 5. Agent/Consultant Information {if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 c�f 10 PCN F�rm — Version 1.3 December 1 U, 20�8 Versian B. Project Information and Priar Project History 1. Property Identification 1 a. Praperty identification no. (tax PIN or parcel ID}: 1 b. Site coordinates (in decimal degrees): L�titude: 36.21293 Longitude: -�1.35787 (DD.DDDDDD) (-DD.DDDDDD) 'fc. Property size: 0.� acres 2. Surface Waters 2a. Name af r�earest body of water (stream, river, etc.) to North Prong Lewis Fork �reek and UTs proposed pro�ect: 2b. Wafier Quality Classification of nearest receiving water: C 2c. River basin: Yadkin 3. Project Description 3a. Describe the existing conditians on the site and the general I�nd use in the vicinity of the praject at the fiime af this application: �ubstandard bridge to be replaced in a rural area 3b. List the total estimated acreage af all existing wetlands on th� praperty: 0 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perenniai) on the property: 250 linear feefi 3d. Explain the purpose of #he propased project: Upgrade substandard stream crossing 3e. Describe the overall project in detail, including the type af equipment to be used: �ee attached caver letter and permit drawings. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained fior this property / project (including all prior phases) in the past? ❑ Yes � Nc� ❑ lJnknowr� C�mments: 4b. If the Corps made the jurisdictianal determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if knawn): C�ther: 4d. !f yes, list the d�tes of the Corps jurisdictional determinations or �tate determinations �nd attach docun�ent�tion. 5. Project Histc�ry 5a. Have permits or certifications been requested or obtained for � Yes � No [� Unknor�n this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. ls this a phased project? ❑ Yes ��lo 6b. I� yes, explain. Page3c�f10 P�N Form -- Version 1.3 December 1 a, 2008 Version C. Proposed I m pacts I nventory 1. Impacts Summary 1a. Vi/hich sections were completed below for your project {check all that apply): [] Wetlands � Streams - tributaries ❑ Buffer� C] Open Waters ❑ Por�d Construction 2. Wetland Impacts If fihere are wetiand impacts proposed on the site, then complete this question for each wet{and �rea impacted. 2a. Zb. 2c. 2d. 2e. 2f. Wetland impact Type c�f jurisdictian number — Type of impact Type of wetland Forested (Corps - 4U4, 10 �rea ofi imp�ct Permanent (P) or (if known) DWQ -- non-4�4, other) (acres) Tem orar T [� Y�s �.,] Corps W1 ❑ P Q T Nc� D ❑ ❑ WQ ❑ Yes ❑ Corps W2 ❑P❑T No D ❑ ❑ WQ [] Y�s 0 Carps W3 ❑ P❑ T No DW � ❑ � ❑ Y�s ❑ �orps W4 ❑ P❑ T N o DUV ❑ 0 � ❑ Y�s ❑ Corps W5 � P❑ T N o DW ❑ ❑ � ❑ Y�s [� Corps W6 ❑ P❑ T N o DW ❑ ❑ � 2g. Totai wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent sfiream impacts (including tempor�ry impacts) pr�posed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. �tream impact Type of impact Stream name Perennial Type of jurisdiction Average �mp�� number - (PER) or (Corps -�404, 10 stream length Permanent (P) or intermittent p�� _�Qn_4pq., width (��n��' TemporarY (T) (INT)? other) (feet) feet) Pipe & (� PER � Corps �� P�� Dewaterin UT #� fio NP�FC ��T �� 4 24 g ❑ � c� � P�R � Corps S2 � F' � T Bank Stab�lizat�on UT #2 to NPLFC �NT DWQ � 8 ❑ � P T Tem . Work Pa � P�� COrpS S3 [„� (� p ds NPLFC �,0 �Q � 1 NT �j DWC� ❑ PER � Corps S4 � P� T Stream Relocation UT #3 to NPLFC �NT p�� 1-2 128 � � S5 P T ❑ ��R � Corps ❑ ❑ I NT DWQ ❑ ❑ [� PER [,] Corps S6 ❑ P[� T I NT DW ❑ � � 3h. Total stream and tributary impacts �4p 3i. Comments: 9' pipe, 4' riprap, 123' stream relocation, 1 �4 Temparary dewatering Page 4 of 14 P�N Form -- Version 1.3 December 1�, 2n08 Versian 4. Open Water Impacfis If there are propased impacts ta lakes, ponds, estuaries, tributaries, sounds, the Atlantic CJcean, or any other open water of the U.S. then individually list all open water impacts belaw. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbady impact number — (if appiicable) Type af impact Waterbody fiype Rrea of impact (�cres} F�ermanent (P) or Tem orar T C)1 C] P❑T (J2 C] P❑T 03 ❑ P ❑ T C}4 �P❑T 4f. Total apen water �mpacts 4g. Gommenfis: 5. Pond or L.ake Construction If ond or lake consfiruction ro osed, then cam lefie the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts {acr�s) �tream Impacts (feet) Upland Pond ID Praposed use or purpose �� number of pond Flooded Fiiled Exc�vated Fia�oded Filled Excavated F�looded P1 P2 5f. Total 5g. Comments: N/A 5h. ls a dam high hazard permit required? ❑ Yes � No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pand watershed (acres): 5k. Method of construction: 6. Bufifer Impacts (fior DWQ) lf project will impact a protected riparian buffer, then complete #he cha�t beiow. If yes, then individually list all buffer imp�cts below. If an impacts require miti afiion, then ou MU�T fill o�t Section � of this form. 6a. [.� N�use ❑ Tar-Pamiico [.� ather: Project is in which pr�tected basin? ❑ Catawba ❑ Randlem�n �b. 6c. 6d. 6e. 6f. 6g. Buffer impact number -- Reason BufFer Zone 1 impact �one 2 impact Permanent {P) or far Stream name mitig�tion (square feet) (�qu�re feet) Tem orar T im act re uired? C�] Y�s B1OP❑T �� ❑ B2 P T 0 Y�s ❑ ❑ ❑ No B3 P T ❑ Y�s a a c� �� 6h. Total buffer 1�npacts 6i. Comments: Page 5 of 10 PCN Fc�rm -- Version 1.3 December '10, 20081/ersion D. Impact Justif�cation and Mitigation 1. Avaidance and Minimization 1 a. �pecifically describe measures taken to avaid or minimize the proposed imp�cts in designing project. No permanent impacts associated with bridge itself. Stream reloc�tion is unavoidable. 1 b. Specifically describe measures taken to avoid or minimi�e th� proposed impacts through construction t�chni�ues. All appropriate BMPs will be used during construcfiion 2. Compensatc�ry Mitigation for Impacts to Waters of the U.�. or 1Naters of ihe State 2a. Does �he projecfi require Compensatory Mitigation for � Y�s ❑ No impacts to Waters ofi the U.�. ar Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ C)WQ � Corps ❑ 1Vlitigation bank 2c. If yes, which mitigat ion option will be used for this ro'ect? � Payment to in-iieu fee program p J ❑ Permittee Responsible Mitigatian 3. Complete if Using a Mitigatian Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipfi and letter) iype Quantifiy 3c. Camments: 4. Complete if Making a Payment ta In-lieu Fee Pragram 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Sfiream mitigation requested: 132 linear feet 4c. If using stream mitigation, stream temperature: ❑ w�rm ❑ caoi �cQld 4d. BufFer mitigation requested {DVVQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Caasfial (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigafiion plan, provide a description of the proposed mitig�tion plan. Page6of1� PCN Form -- Version 1.3 December 10, 20Q8 Version 6. Buffer Mitigatian (State Regulated Riparian Buffer Rules) -- required by DW� 6a. Will the project resuit in an impact wi#hin a protected riparian buffer that requires ❑ Yes j� �10 bufifer mitigation? 6b. If yes, then identify the square feet c�f impact to �ach zone of �he riparian buffer th�t requires ►�nitigation. �alcula�e the amount of mitigation required. 6c. 6d. 6e. Zor�e Reason for impact 1'otal impact Multi�lier Required miiiga�ion (square feet) (squ�re �ee�) Zone � 3 (2 for Catawb�) Zone 2 1.5 6f. Total buffer mitiga�ion required. 6g. If buffer mitigatian is required, discuss what type af mitigation is propased (e.g., payment to private mitigation bank, permittee respansible riparian buffer restorati�n, payment into an �pproved in-lieu fee fund). 6h. Comments. Page 7 af 10 P�N Farm — Version 1.3 December 10, 2�0� Ver�iar� E. Starmwater Managernent and Diffuse Flaw Plan (required by C�WQ) '1. Diffuse Flow Plan 1 a. Daes the praject include or is it adjacent to protected riparian buff�rs identified C] Yes � Nc� within one of the NC Riparian Buffer Protect�on Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. C] Yes � N� Comments: 2. Starrnwater Mana ement Plan 2a. What is the overall percent imperviousness af this praject? °I� 2b. C�oes this project require a Stormwater Management Plan? [� Yes ��lo 2c. If this project DC1ES NOT require a Stormwater Management Plan, expiain why: Disturbing less th�n 1�cre 2d. If this project DOES require a�tormwater Management Plan, then provide a brief, narrative descriptic�n nf the plan. 0 Certified Local C�overnment 2e. Who will be responsible far the review of the Stormwater Management Plan? � DWQ Stormwater Pragr�m ❑ DWQ 4a1 tJnit 3. �ertified L.acal Government Stormwater Review 3a. ln which local government's jurisdiction is this project? � Phase II 3b. Which of the followin locall -im lemented stormwater mana em�nt ro rams ��W � Y p 9 p 9 �] IJ�M F� apply (check all that apply): [�] Water �upply Watershed � Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes � Nca att�ched? 4. DWQ Stormwater Pro ram Review �] Coastal countie� ❑ H Q1N 4a. Which of the following state-implemented starmwater manag�mer�t programs apply � pR� (check all that apply}: [...� Sessior� L�w� 204�-24� ❑ Other: 4b. Has the approved Stormwafier Management Plan with proof of ap�roval been attached? � Yes [,�] No 5. DWQ 441 U n it Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriat� requirements? 0�� ❑�yo 5b. Have all of the 4�1 Unit submittal requirements been met? ❑ Yes ❑�10 Page 8 af 10 P�N Form -- Version 1.3 Qec�mber 1�, 2008 Version F. Supplementary Information 1. Environmental Dacumentation {DWQ Requirement) 1 a. Daes the project involve an expenditure of public (federalistate/lo�al) funds or the � Yes ��lo use of public (federal/state) land? 1 b. If you answered "yes" to the abave, does the project require preparation of �n er�vironmental document pursuant to the requirements of the National or State ❑ Yes ��1Q (North Carolina) Environmenfial Paiicy Act (NEPA/SEPA)? 1 c. If you answered "yes" fio the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA ar �EPA final approval letter.} Q Yes � �lo Comm�nts: Z. �liolations (DWQ Requirement) 2a. Is the site in violation af DWQ Wetland Rules {15A NCAC 2H .05a0), Isolated Wetiand Rules (15A NCAC 2H .1304), DWQ SurFace Water ar W�tland Standards, ❑ Yes � No or F�iparian Buffer Rules (15A NCAC 26 .020�)? 2b. Is this an after-the-facfi permit application? �] Yes ��o 2c. if you answered "yes" to one or bath of the above questions, provide an explanation of the violation(s): 3. Gumulative Impacts {DWQ Requirement) 3a. Wiil this project (based on past and reasc�nably anticipated future impacts) result in additional development, which could im act nearb downstream �vater uaiit ? � Y�� ° p Y q Y 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short n�rrative description. 4. Sewage Disposal {DWQ Requirement) 4a. Cle�rly detaii the uitimate treatment methods and disposition (non�discharge or discharge) of wastew�ter �enerated from the proposed project, or available capacity of the subject facility. N/A Page 9 of 10 P�RI Farm -- Version 1.3 December 1�, 2�08 Version 5. Endangered Species and Designated Crit�cal Habitat (Corps �equirement� 5a. Will this project occur in or near an area wifih federally protected �pecies or habitat? � �� '� 5b. Have you checked with the USFWS cancerning Endangered Species P�ct [� Yes (� Nc� impacts? ❑ Raleigh 5c. If yes, ind icate the USFWS Field �ffice you have contacted. [�,j Rsheville 5d. What data saurces did you use to determine whether your sit� wc�uld impact Endangered Species or Designated Critical Habitat? G1S and visual observation 6. Essential Fish Habita� {Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your sit� wc�uld impact Essentia! Fish Habit�t? WRC has commented 7. Historic or Prehistoric Cultural Resources (Corps Requir�ment) 7a. Will this project occur in or near an area that the state, federal or �ribal governments have designated as having historic or cultural preservation ��es �� status (e.g., National Historic Trust des�gnation or praperties �ignificant in North Carolina history and archaeology}? 7b. What data sources did you use to determine whether your site w�uld impact historic or archeological resources? Project was reviewed by the OHE. 8. Flood Zone Designation (Corps Requirement) 8a. Wil[ this project occur in a FEMA-designated 100-year floodplain? 0 Yes � l�c� 8b. lf yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? J. I-�eath S laughter 3l� 3/ 15 � Applicant/Agent's Print�d Name Applicant/Agent's Si fiure C��te (Agent's signature is valid only if an authQri c�n letter fram the applicant is provided.) Page 1 f� �f 10 PGN F�rm — Version 1.3 December 1 U, 20�8 Versian KÈ KÈ KÈ KÈ ^_ SR 1 3 00 (Par s o n ville R d ) SR 1 3 5 9 ( B e n nyParso n s R d) SR1300(Sum m it R d ) North ProngLe w i s F o r k BRIDGE 106 B R ID G E N ORT H C ARO L I N A S H E E T 1 0 2,000 4,000 Feet Des i gn Bu i l d Br i d ge s - Ye ar 3Division 11 N C D O TDivision o f H i g h w a y s Ü ?ıAı K¼ ?ı AB163 Aı ?¬?¬ K¼ ?ö ?ö ?ö ?ö ?´ Ix !"b$ IxAp Ap !"b$ !"b$ ?° KÈAÊ KÈ KÈ KÈ AÊ?ö ?ı AÁ KÄ KÄ KÄ KÄ Aı Aı It Að It K¼ !"b$IxAö?¥ It It Aö Ai ?¥?± I¤ I¤ I¤ AB128 Iz Aö Ad ST25 ?±I¤ ?± K¼ AÔ I¤K¼ Ai ?¬ K¼Aı Aı It KÈKÄ Ix K¼ A` It Aö Ai I¤AÕ ^_ WILKES SURRY ASHE MADISON CALDWELLYANCEY AVERY WATAUGA MITCHELL ALEXANDER ALLEGHANY B R U N S W I C K V I C I N I T Y M A P 106WILKES COUNTY Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) P i p e R e p l a c e m e n t P r o p . 7 8 " C S P w / H W - 5 0 L F < 0 . 0 1 < 0 . 0 1 9 1 5 - L - S t a . 1 1 + 2 0 E x i s t . 6 6 " C M P w / H W - 4 1 L F - L - S t a . 1 1 + 5 6 t o 1 1 + 6 5 L t . B a n k S t a b i l i z a t i o n < 0 . 0 1 < 0 . 0 1 4 4 - L - S t a . 1 2 + 2 8 t o 1 3 + 1 7 P r o p o s e d B r i d g e 0 . 0 4 8 0 ( T e m p o r a r y W o r k P a d s ) - L - S t a . 1 3 + 4 2 t o 1 4 + 6 9 R t . P r o p o s e d S t r e a m R e l o c a t i o n 0 . 0 1 < 0 . 0 1 1 2 3 5 TO T A L S * : 0 . 0 1 0 . 0 4 1 3 6 1 0 4 0 *R o u n d e d t o t a l s a r e s u m o f a c t u a l i m p a c t s NO T E S : Re v i s e d 2 0 1 3 1 0 2 4 SH E E T 2OF 5 W E T L A N D P E R M I T I M P A C T S U M M A R Y WE T L A N D I M P A C T S SU R F A C E W A T E R I M P A C T S Wilkes County SF-960106 17BP.11.R.116 NC D E P A R T M E N T O F T R A N S P O R T A T I O N DIVISION OF HIGHWAYS February 18, 2015 DIVISION OF HIGHWAYS NCDOT TEMPORARY WORK PAD DETAIL 1.0’ 1.5:1 CLASS B RIP RAP CLASS II RIP RAP 1.5:11.5:1 CLASS B RIP RAP CLASS II RIP RAP CHANNEL BED NOT TO SCALE SECTION A-A SECTION B-B SHEET 3 OF 5 BRIDGE NO. 106 OVER ON SR 1300 NWS EL. =1,335.1’ NWS EL. =1,335.1’ WILKES COUNTY PROJECT: 17BP.11.R.116 GEOTEXTILE FABRIC GEOTEXTILE FABRIC CENTERLINE PROP. BENT N. PRONG LEWIS FORK CREEK 1/06/2015 40’ (EAST END) 48’ (WEST END) PROP. BENT) (NORMAL TO 7.0’ (EAST END) 6.1’ (WEST END) = 1,338.3’ (EAST END) = 1,336.3’ (WEST END) TOP OF WORK PAD EL. = 1,338.3’ (EAST END) = 1,336.3’ (WEST END) TOP OF WORK PAD EL. T 8" CMP 6 6 " C M P 2 4 " C MP GR GR GR HUNTER TODD PAGE 18" RC P 18 " RC P SR 1300 PARSONV ILLE RD . TO SR 13 04 (OLD 4 2 1 , BOO NE TRA IL ) TO SR 1360 (B IG IVY RD ) EX IST ING R /W E X IS T ING R / W 5 0 .0 0 ’ 18" RCP H T R ROCK ROCK HW ROCK HW HOUSE RUINS PIER OLD BRIDGE STE PS ROCK WALL 8" B L K C ON C 1.5 S F D BST EXISTING R /W EXISTING R/W 2 1 .5 ’ 2 1.5 ’ PATTERSON LOUIS M. EX IST ING R /W EX IST ING R /W ROCK HW 8" CMP 6 6 " C M P ROCK HW EXISTING R/W ROCK HW .0 2 3 0 ’ O U T - O U T -L- POT STA. 11+89.15 BEGIN APPROACH SLAB -L- POT STA. 13+48.75 END APPROACH SLAB 5 ’- 3 " 10 ’ 10 ’ 2 ’- 3 " F - F 2 7 ’- 6 " STA. 13+60.00 LT. END SBG STA. 11+60.00 LT. START SBG -L- POT STA. 12+00.00 BEGIN BRIDGE -L- POT STA. 13+37.90 END BRIDGE N A D 8 3 (N S RS 2 0 0 7 ) -L- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8 / 1 7 / 9 9 3 / 2 3 / 2 0 1 5 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ 9 6 0 1 0 6 _ p e r _ w e t _ n o c o n . d g n e r i g g s 10+00 1330 4DIV11B - BRIDGE 960106 - WILKES COUNTY BRIDGE WIDENED FOR SPREAD TYPE-III TYPE-III TYPE-III ** * * TL-2 GRAU 350 TYPE III TL-2 GRAU 350 TL-2 GRAU 350 AT-1 17BP.11.R.116 1340 1350 1360 1340 1350 DB11B-960106 PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 1"=30’ SCALE 1"=30’ SCALE 1"=30’ SCALE 1"=30’ SCALE S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WATER IMPACTS TEMPORARY SURFACE WORK PAD TEMPORARY WORK PAD TEMPORARY WATER IMPACTS SURFACE TEMPORARY WATER IMPACTS SURFACE WATER IMPACTS SURFACE WATER IMPACTS TEMPORARY SURFACE WORK PAD TEMPORARY WORK PAD TEMPORARY SHEET 4 OF 5 PERMIT DRAWING CONSTRUCTION SEQUENCE 3. REMOVE TEMPORARY WORK PAD FROM STREAM BED. 2. REMOVE EXISTING TIMBER BENT AND CONCRETE FOOTING. THAN HALF THE STREAM SHALL BE BLOCKED DURING THIS OPERATION. ONLY ONE WORK PAD SHALL BE IN THE STREAM AT A TIME AND NO MORE SEE SHEET 3 OR EC-4A FOR DETAILS OF TEMPORARY WORK PAD. 1. PLACE TEMPORARY WORK PAD TO PROTECT STREAM AS SHOWN ON DRAWINGS. WATER IMPACTS SURFACE WATER IMPACTS TEMPORARY SURFACE F O R K C R E E K N P R O N G L E WIS 11+00 12+00 13+00 14+00 15+00 16+00 ROOT OF 15" BLACK OAK 8" SPIKE SET IN N 904905 E 1304201 -L- STA. 11+36.34 OFF 93.09’ LEFT BM#1 ELEV = 1343.11 10 F F FF F F F C F F F F C F F F F F F F F F F C C 1,335.1’ NWS V = 35MPH V = 50MPH V = 45MPH -L- STA. 12+00.00 BEGIN BRIDGE -L- STA. 13+37.90 END BRIDGE PI = 12+75.00 EL = 1,349.41’ VC = 200’ K = 91 PI = 14+40.00 EL = 1,347.55’ VC = 120’ K = 80 EL = 1347.82’ -L- STA. 15+15.00 END GRADE PI = 10+56.00 EL = 1,347.09’ (-)1.9978%(+)1.0600% VC = 180’ K = 59 (+)1.0600%(-)1.1300% EL = 1349.01 -L- STA. 9+60.00 BEGIN GRADE (-)1.1300%(+)0.3613% BRIDGE HYDRAULIC DATA 100 YEAR FREQUENCY = 25 = 100 YRS = 1341.2 = 1348.2 = 500+ = 2400 = 3300 DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION YRS CFS FT CFS FT YRS CFS FT = 1341.89 NORMAL WATER SURFACE ELEV = 1335.1 FT STR #960106 Sta. 12+68.95 -L- = 10148 DATE OF SURVEY = 9/13/2014 ELEV. 1337.88 PI STA. 13+75 RT ELEV. 1335.15 STA. 13+50 RT BEGIN 4’ LATERAL BASE DITCH ELEV. 1338.99 STA. 14+40 RT END 4’ LATERAL BASE DITCH (+) 1.7093% (+) 10.9120% 1,341.89’ 100-YR ELEV. 1347.97 STA. 9+50 RT BEGIN SPEC. CUT DITCH ELEV. 1346.29 STA. 10+50 RT END SPEC. CUT DITCH (+) 1.1905% WORK PAD TEMPORARY 1 2 3 HW HW TB 2GI-D TB 2GI R ET A IN 15 " 15 " 7 8 " C SP RETAINRETAIN 24" CSP REMOVE SEE DETAILS C & D LATERAL BASE DITCH HEADWALLS CMP WITH REMOVE 66" ( Not to Scale) DETAIL A BANK STABILIZATION GROUND NATURAL 1.0’min. 2’ GEOTEXTILE PIPE FROM -L- STA. 11+61 TO STA. 11+69 LT Type of Liner= CL II Rip-Rap w/ Geotextile Fabric ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. EST. 12 CL. B RIP RAP FROM -L- STA. 13+50 TO STA. 13+75 RT DETAIL C b= 5 Ft. B= 2 Ft. Max. d= 1 Ft. Min. D= 1 Ft. *When B is < 6.0’ Type of Liner= CL B Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) 2:12: 1 D B b LATERAL BASE DITCH 1"/Ft. FROM -L- STA. 13+75 TO STA. 14+40 RT DETAIL D b= 5 Ft. B= 2 Ft. Min. D= 1 Ft. Ground Natural Slope Fill 5 SY GEO FAB RIP RAP W/ 1 TON CL B SEE DETAIL A BANK STAB. EXIST. JS TIE TO Flatter4:1 or D 2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 9+50 TO STA. 10+50 RT DETAIL B Min. D= 1.0 Ft. Ground Natural Slope Ditch Front SEE DETAIL B SPECIAL CUT DITCH w/MH JB5 SY GEO FAB RIP RAP W/ 1 TON CL B 7 8 " CSP HW 24" CSP w/MH JB 1 5 " 1331 1332 13 3 2 1 3 3 3 1333 133 4 1 3 3 4 133 5 1 3 3 5 1335 1 3 3 5 1 3 3 5 1335 1336 1336 1336 1337 13 37 13 3 7 13 3 8 133 8 133 8 1338 1339 13 3 9 1 3 3 9 13 3 9 13 3 9 1339 1340 1340 13 4 0 13 4 0 13 4 0 1340 1340 134 0 1 3 4 0 1 3 4 0 1340 1341 1341 13 4 1 1341 13 4 1 13 4 1 1341 1342 13 4 2 1342 1342 1342 13 4 2 13 42 1343 1343 1343 1343 1343 1343 1344 1344 1344 1344 13441345 1345 1345 13 4 5 1345 1345 134 5 13 4 5 1 3 4 5 1346 1346 1346 1346 13 4 6 1347 1347 1347 1347 1347 13 4 7 1347 13 4 8 1348 1348 1 3 4 8 13 4 8 1 3 4 9 1349 1349 1 3 4 9 13 5 0 1350 1 3 5 1 1 3 5 2 1353 13 3 2 1 3 3 3 1 3 3 5 1336 13 3 913451346 1 3 3 9 1340 1340 1341 1342 1343 T 8" CMP 6 6 " C M P 2 4 " C MP GR GR GR HUNTER TODD PAGE 18" RC P 18 " RC P SR 1300 PARSONV ILLE RD . TO SR 13 04 (OLD 4 2 1 , BOO NE TRA IL ) TO SR 1360 (B IG IVY RD ) EX IST ING R /W E X IS T ING R / W 5 0 .0 0 ’ 18" RCP H T R ROCK ROCK HW ROCK HW HOUSE RUINS PIER OLD BRIDGE STE PS ROCK WALL 8" B L K C ON C 1.5 S F D BST EXISTING R /W EXISTING R/W 2 1 .5 ’ 2 1.5 ’ PATTERSON LOUIS M. EX IST ING R /W EX IST ING R /W ROCK HW 8" CMP 6 6 " C M P ROCK HW EXISTING R/W ROCK HW .0 2 3 0 ’ O U T - O U T -L- POT STA. 11+89.15 BEGIN APPROACH SLAB -L- POT STA. 13+48.75 END APPROACH SLAB 5 ’- 3 " 10 ’ 10 ’ 2 ’- 3 " F - F 2 7 ’- 6 " STA. 13+60.00 LT. END SBG STA. 11+60.00 LT. START SBG -L- POT STA. 12+00.00 BEGIN BRIDGE -L- POT STA. 13+37.90 END BRIDGE N A D 8 3 (N S RS 2 0 0 7 ) -L- SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.8 / 1 7 / 9 9 3 / 2 3 / 2 0 1 5 R : \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ 9 6 0 1 0 6 _ p e r _ w e t _ c o n . d g n e r i g g s 1330 4DIV11B - BRIDGE 960106 - WILKES COUNTY BRIDGE WIDENED FOR SPREAD TYPE-III TYPE-III TYPE-III ** * * TL-2 GRAU 350 TYPE III TL-2 GRAU 350 TL-2 GRAU 350 AT-1 17BP.11.R.116 1340 1350 1360 1340 1350 DB11B-960106 PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 PLANS PREPARED BY : 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 RUMMEL, KLEPPER & KAHL, LLP NC LICENSE NO. F-0112 (919) 878-9560 1"=30’ SCALE 1"=30’ SCALE 1"=30’ SCALE 1"=30’ SCALE S S SURFACE WATER DENOTES IMPACTS IN TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY WATER IMPACTS TEMPORARY SURFACE WORK PAD TEMPORARY WORK PAD TEMPORARY WATER IMPACTS SURFACE TEMPORARY WATER IMPACTS SURFACE WATER IMPACTS SURFACE WATER IMPACTS TEMPORARY SURFACE WORK PAD TEMPORARY WORK PAD TEMPORARY SHEET 5 OF 5 PERMIT DRAWING CONSTRUCTION SEQUENCE 3. REMOVE TEMPORARY WORK PAD FROM STREAM BED. 2. REMOVE EXISTING TIMBER BENT AND CONCRETE FOOTING. THAN HALF THE STREAM SHALL BE BLOCKED DURING THIS OPERATION. ONLY ONE WORK PAD SHALL BE IN THE STREAM AT A TIME AND NO MORE SEE SHEET 3 OR EC-4A FOR DETAILS OF TEMPORARY WORK PAD. 1. PLACE TEMPORARY WORK PAD TO PROTECT STREAM AS SHOWN ON DRAWINGS. WATER IMPACTS SURFACE WATER IMPACTS TEMPORARY SURFACE F O R K C R E E K N P R O N G L E WIS 11+00 12+00 13+00 14+00 15+00 16+0010+00 ROOT OF 15" BLACK OAK 8" SPIKE SET IN N 904905 E 1304201 -L- STA. 11+36.34 OFF 93.09’ LEFT BM#1 ELEV = 1343.11 10 F F FF F F F C F F F F C F F F F F F F F F F C C 1,335.1’ NWS V = 35MPH V = 50MPH V = 45MPH -L- STA. 12+00.00 BEGIN BRIDGE -L- STA. 13+37.90 END BRIDGE PI = 12+75.00 EL = 1,349.41’ VC = 200’ K = 91 PI = 14+40.00 EL = 1,347.55’ VC = 120’ K = 80 EL = 1347.82’ -L- STA. 15+15.00 END GRADE PI = 10+56.00 EL = 1,347.09’ (-)1.9978%(+)1.0600% VC = 180’ K = 59 (+)1.0600%(-)1.1300% EL = 1349.01 -L- STA. 9+60.00 BEGIN GRADE (-)1.1300%(+)0.3613% BRIDGE HYDRAULIC DATA 100 YEAR FREQUENCY = 25 = 100 YRS = 1341.2 = 1348.2 = 500+ = 2400 = 3300 DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION YRS CFS FT CFS FT YRS CFS FT = 1341.89 NORMAL WATER SURFACE ELEV = 1335.1 FT STR #960106 Sta. 12+68.95 -L- = 10148 DATE OF SURVEY = 9/13/2014 ELEV. 1337.88 PI STA. 13+75 RT ELEV. 1335.15 STA. 13+50 RT BEGIN 4’ LATERAL BASE DITCH ELEV. 1338.99 STA. 14+40 RT END 4’ LATERAL BASE DITCH (+) 1.7093% (+) 10.9120% 1,341.89’ 100-YR ELEV. 1347.97 STA. 9+50 RT BEGIN SPEC. CUT DITCH ELEV. 1346.29 STA. 10+50 RT END SPEC. CUT DITCH (+) 1.1905% WORK PAD TEMPORARY 1 2 3 HW HW TB 2GI-D TB 2GI R ET A IN 15 " 15 " 7 8 " C SP RETAINRETAIN 24" CSP REMOVE SEE DETAILS C & D LATERAL BASE DITCH HEADWALLS CMP WITH REMOVE 66" ( Not to Scale) DETAIL A BANK STABILIZATION GROUND NATURAL 1.0’min. 2’ GEOTEXTILE PIPE FROM -L- STA. 11+61 TO STA. 11+69 LT Type of Liner= CL II Rip-Rap w/ Geotextile Fabric ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. EST. 12 CL. B RIP RAP FROM -L- STA. 13+50 TO STA. 13+75 RT DETAIL C b= 5 Ft. B= 2 Ft. Max. d= 1 Ft. Min. D= 1 Ft. *When B is < 6.0’ Type of Liner= CL B Rip-Rap Ground Natural Slope Fill GEOTEXTILE ( Not to Scale) 2:12: 1 D B b LATERAL BASE DITCH 1"/Ft. FROM -L- STA. 13+75 TO STA. 14+40 RT DETAIL D b= 5 Ft. B= 2 Ft. Min. D= 1 Ft. Ground Natural Slope Fill 5 SY GEO FAB RIP RAP W/ 1 TON CL B SEE DETAIL A BANK STAB. EXIST. JS TIE TO Flatter4:1 or D 2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM -L- STA. 9+50 TO STA. 10+50 RT DETAIL B Min. D= 1.0 Ft. Ground Natural Slope Ditch Front SEE DETAIL B SPECIAL CUT DITCH w/MH JB5 SY GEO FAB RIP RAP W/ 1 TON CL B 7 8 " CSP HW 24" CSP w/MH JB 1 5 "