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A licant Information 1. Processing 1 a. Type(s) of approva! sought from the � Section 444 Perrnit C] Section 1� Permit Corps: 1 b. Specify Nationwide Permit (NWP) number: 14 or General F'ermit (GP) number: 1c. Mas the NWP ar �P number been verified by the Corps? 0 Yes �j No 1 d. Type(s) of approval saught from the DWQ (check all that apply): � 4a1 Wa#er Quality Certification -- Regular [� Non-404 Jurisdicfiianal General F'ermit ❑ 4�1 Water Quality Certification — Express ❑ Ripari�n Buffer Authariz�ation 1 e. Is this noti�cation solely for the record For the record only for D1NQ 401 For the record only far Corps Permit: because written appraval is not required? Certificatian: [� Yes (� No 0 Yes � No 1 f. Is payment into a mitigation bank or in-lieu fee program praposed fnr mitigation ��,�s ��� of impacts? if so, attach the acceptance Ietter fr�m mitigation bar�k or in-lieu fee program. � g. Is the project located in any of NC's twenty coasta! counties. lf yes, answer 1 h C� �'�s �(�o befow. 1 h. Is the project located within a NC DGM Area of Environmen#al Concern (AEC�'? � Yes � No 2. Prcaject Information 2a. Name of project: SR 1526B, Sarnpson Road Zb. County: Watauga 2c. Nearest municipality / town: East of Blowing Rock 2d. �ubdivisian name: 2e. NCDt�T only, T.I.P. or state ��� pg5102 project no: 3. tJwner I nformatia n 3a. Name(s) on Recorded Deed. NCDOT 3b. Deed Book and Page No. 3c. Responsible Party (for LLC i f applicable): 3d. :�treet address: 801 Statesville Road 3e. City, state, 2ip: Norkh 1Nilkesboro, NC 28�59 3f. Telephone no.: 336-903-9202 3g. �ax no.: 336-667-4549 3h. Email address: hslaughter��ncdc�t.gov Page 1 of 10 P�N Form — Version 1.3 December 10, 2��8 Versiar� 4. Applicant Informatian {if different from owner) 4a. Applicant is: ❑ Agent �j Other, specify: 4b. I�ame: 4c. Busines s name (if applicabie): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Cansultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. 5treet address: 5d. City, state, zip: 5e. Telephane no.: 5f. Fax no.: 5g. Email address: Page 2 af 1Q PCN �arm -- Version 1.3 December 1 a, 2C��8 Versi�n B. Project Information and Prior Project Histc�ry 1. Praperky Identification 'I a. Property identification no. (tax P1N or parcel ID): L�titude: 36.13482 Longitude: - 81.548n7 1 b. Site coordinates (in decimal degrees}: (DD.DDaDDD) (-DD.DDDDC�D) 1�. Property size: 6.9 acres 2. Surface Waters 2a. Name ofi nearest body of water (stream, rivers etc.) to Tri lett Creek and 1 UT ta Joe's Creek proposed project. � __� 2b. Water Quality �lassificatiQn of nearest receiving water: �; Trout 2c. River basin: Yadkin 3. Project Description 3a. Describe the exisfiing conditions on the site and the general land �se in the vicinity of the project at the fiime of this applicatian: Unpaved road in a rural area. 3b. List the total estimated acreage of all existing wetlands on th� prc�perty: U acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the proper�ty: 3�0 iinear feet 3d. Explain the purpose of the proposed project: Upgrade roadway. 3e. Describe the overall project in detail, including the type c�f equiprr�ent to be used: �ee attached cover letter. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Carps c�r State been requested or obtained for this property / ' r hases in the ast? ❑ Yes � No ❑ Unknawn pro�ect (including all pr�o p ) p Comments: 4b. If the Corps made the jurisdictional determination, what type ,� (� Preliminary ❑ Final of determination was made . 4c. lf yes, who delineated the jurisdictional areas? Agency/Cansulfiant Campany: Name (if known): C�ther: 4d. if yes, list the dates of the Corps jurisdictianal determinatians or �tate determinafiions and attach documentatian. 5. Project History 5a. Have permits or certifications been requested ar c�btained for ��e� � Na � Unknown this pro�ect (including all prior phases) in the past? 5b. If yes, explain in detail accarding to "help file" instructions. 6. Future Project Plans 6a. !s this a phased project? ❑ Yes � No 6b. If yes, explain. F'age 3 of 10 P�N Farm -- uersion 1.3 C�ecember 'IU, 2U08 Version C. Propased lmpacts Inventory 1. Impacts 5ummary '1 a. Which sections were completed befiow for yaur project (check all that appiy}: Q Wetlands � Streams - tributaries [� BufiFers ❑ 4pen Waters ❑ Pond Constructian 2, Wetland lmpacts If there are wetland impac�s proposed on the site, then complete this question fQr each wetl�nd area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetdand imp�ct Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 4�4, 10 Area of impa�� Permanent {P) or (if known} DWQ -- non-4�4, c�ther) (acres} Tem orar T ❑ Yes ❑ Corps W1 ❑P❑T ❑No ❑DWQ [,� Y�s Q Corps W2 ❑PQT ❑N� C�DWQ [� Y�s [� Corps W3 QP❑T [�N� C�DIIVC� ❑ Y�s [�,] Corps W4 ❑P�jT ❑No [.�DWQ � Yes 0 Corps W5 ❑P❑T [�N� ❑DWQ ❑ Yes ❑ Corps W6 ❑P❑T ❑Nt� C�DWQ 2g. Total wetland impacts 2h. Comments: 3. Strearn Impacts If there are perennial ar intermitten# stream impacts {including temporary impacts} proposed Qn the site, then complete this question for all stream sifies impacfied. 3a. 3b. 3c. 3d. 3e. 3f. ��. Stream impact Type of impact Stream name Per�nnial Type of jurisdictian Average �►�p��� number - (P�R) or (Cc�rps - 4�4, 10 stre�m 4ength Permanent (P) or intermittent p�/`/� _ n�n_q,qq,9 widfih (��n���" Temp�rary (T) {fNT)? other) (feet) feet} Piping, Riprap & , � PER �j Carps S1 � P j� T Dewaterin UT to Joe s Creek Q��T ��,WQ 3 70 9 Piping, Riprap & � PER � Carps S2 � P� T Dewaterin Triplett Creek � I�T ���,Q 2 70 9 ❑ P�R [� Corps S3 ❑ P❑ T � I�IT [� DWQ [�] PER � Carps S4 ❑ P❑ T �] I�1T C� DWQ [�] PER �J Corps S5 C�P❑T �INT ❑DWQ ❑ PER [� Corp� S6 [� P[� T ❑ 1 f�T ❑ l�WQ 3h. Total stream and tributary impacts '1 �� 3i. �omments: 40 pipe, 24 riprap, 80 dewater Pag e 4 �f 1 � PCN �orm �- Version 1.� December 1�, 20�8 Version 4. t3pen Water Irnpacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic t�cean, or any other open wat�r of the IJ.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. 4pen water Name of waterbady impact number — (if applicable} Type of impact Waterbody type Area of impact (�cres) Perm�nenfi (P} or Tem orar T C?1 ❑P❑T 02 ❑P❑T CJ3 ❑PQT U4 ❑P❑T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If or�d or lake c+onstruction ro o�ed, then cam lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) S�ream Impacts (feet} Upl�nd Pond ID Proposed use or purpose (acres) number of pand Floaded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Tata1 5g. Comments: NIA 5h. ls a dam high hazard permit required? ❑ Yes � hlo If yes, permit 1D na: 5i. Expec�ed pond surFace area (acres): 5j. Size of pond watershed (acres}: 5k. Method of construction: �. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chark below. If yes, then individually lis� all buffer impacts below. If an impacts require miti a�ion, then ou MUST fill out �ection D of this form. 6a. C] Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? [� Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. BufFer impact number -- Reasan Buffer Zone 1 impact �one 2 impact Permanent (P) or for Stream name mitigation (square fieet) (square feet) Tem ora T im act re u�red? ❑ Yes B1 ❑P❑T [�No [� �es B2 [�P❑T �No ❑ Yes B3 [_] P � T � �Q 6h. Total buffer impacts 6i. Comments: Page S c�f 10 PCN �orm -- Versian 1.3 December 1 U, 2008 Versior� D. Impact Justification and Mitigatic�n 1. Avoidance and Minimizatian 1 a. Specifically describe measures �aken to avoid or minimize th� pro�osed impacts in designing project. The pipe lengths are the minimum needed ta improve roadway. 1 b. Specifically describe measures taken to avoid or minimiz� the proposed impacts through constructian techniques. All appropriate BMPs will be used during canstruction 2. Compensatory Mitigation far impacts to Waters of the 11.�. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes � No impacts to Waters of the U.S. or Waters of the Stat�'? 2b. Tf yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Co�`ps [�] Mitigation bank 2c. If yes, which mitigat ion option will be used far this ro'ect? � Payment to in-lieu #�ee program � ! � �ermittee Respansible Mitigafiion 3. Complete if Using a Mitigation Bank 3a. N�me of Mitigation Bank: 3b. Credifis Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-Iieu Fee Program 4a. Approval letter from in-lieu fee prograrn is attached. � Y�s 4b. Stream mitigation reques#ed: 8� lir�ear feet 4c. If using stream mitigafiion, stream temperature: ❑ warm ❑ cool �cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Pl�n 5a. If using a permittee respansible mifiigation plan, provide a de�cription of the proposed mitigafiion plan. Page6of�0 P�N �orm -- Version 1.3 December 1�, 2�U8 Versian 6. Buffer Mitigation (State Regulated Riparian Buffer Rulesj -� required by DWQ 6a. Will the praject result in an impact within a pratected riparian bufFer that requires C] Yes �j Na bufFer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mifiigation. Calcul�te the amounfi of mitigation required. 6c. 6d. �e. Zone ����an for impact Total impact Multiplier Required mitigation (square �Feet) (square �eet) Zone 1 3(2 for Catawba) Zone 2 � .5 6f. Tota1 buffer mitigation required. 6g. If buffer mitigation is required, discuss what type of mitigatian is proposed (e.g., payment to private mitigatian bank, permittee responsible riparian buffer restoration, payment into an �pproved in-lieu fee fund}. 6h. Comments: Page 7 �f 1 � P�N �arm — Version 1.3 December 1�, 2008 Versian E. Stormwater Management and Diffuse Flow Plan {required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protecfied riparian buff�rs identified Yes N� Ri arian Buffer Pratection Rules? � � withrn one of the NC p 1 b. If yes, then is a diffuse flow plan included? If no, explain why. C�1 Yes ❑ No Comments: 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? % 2b. Does this project require a�tormwater Management Plan? j� Yes ❑ N� 2c. If this project DOES N4T require a�tormwafier Management Pian, explain why: 2d. If this project DC�ES require a Starmwater Management Plan, then provide a brief, narrative descript�on of the plan: Falls under DC7T NPDE� Permit ❑ Certified Loc�1 Gavernmenfi 2e. Who wiil be responsible for the review of the Stormwater Managernent Plan? 0 DWQ Stormwater Pragram [_] DWQ 4�i Unit 3. Certified �ocal Government Stormwater Review 3a. In which local government's jurisdiction is this project? ❑ Phase li � N SW 3b. VVhich of the follawing locally-implemented stormwater managem�nt programs �����, apply (check all that apply}: ❑ Water Supply Watershed ❑ C�ther: 3c. Has the approved Starmwater Management Plan with proof of approval been ❑ Yes � IVc� attached? 4. DWQ Starmwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the follawing state-implemented stormwater management programs apply � p�� (check all that apply): ❑ Sessic�n L.aw 2pq6-24� ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of appraval been afitached? ❑ Yes � No 5. DWQ 401 U n it Sto rmwate r Revi ew 5a. Does fihe �tormwater Management Plan meet the appropriate requirements'? ��e� ��� 5b. Have ail of the 401 Unit submittal requirements been met? ❑��s ��� Page8c�f1� PC�N Form -- Versian 1.3 December 14, 2008 Version F. Supptementary Information 1. Environm�ntal Documentation (aWQ Requirement) 1 a. Does the praject involve an expenditure of public (federal/statello�af) funds or the � Yes � No use of public {federal/sfiate) land? 1 b. If you answered "yes" to the above, does the praject require prep�ration of an environmental document pursuant to the requirements af the �lational or State ❑ Yes � No (North C�rolina) Environmentai Policy Act (NEPAISEPA)? 1 c. If you answered "yes" to the above, has the d�cument review been finalized by the State Clearing Nause? (If so, attach a copy af the NEPA or SEPA final approval letter. C� Yes � Na ) Gamments: 2. Violations (DWQ Requirement) 2a. 1s the site in violation of DWQ Wetland Rules (15A NCAC 2H .05U0), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or W�tland 5tandards, ❑ Yes � Nc� or Riparian Buffer R�les (15A NCAC 26 .0200}? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one ar both of the above questions, provide an explanation of the violation{s). 3. Cumulative Impacts (DWQ Requirement) 3a. Will this proj�ct (based on past and reasonabfy anticipated future impacts) result in � Yes � No additiona l deve lopmen t, w hic h cou l d impac t near by downs trea m v v a t e r q u a l i t y? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accord�nce with the mc�st recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. �learly detail the ultimate treatment methods and disposition (non-discharge or discharge} of wastewater generated from the proposed project, or available capacity af the subject facility. N/A Page9af10 P�N Form -- Version 1.3 December 10, 2��8 Versic�n 5. Endan�ered Species and Designated Critical Habitat (Corps F�equirement} 5a. Will this project occur in or near an area with federally protected species or ��,�5 � No habitat? 5b. Nave you checked with the USFW� concerning Endangered �pecies Act � Yes � N� impact�? 0 Raleigh 5c. lf yes, ind icate the IJ�FWS Field affice you have contacted. ❑ Ashev�lle 5d. What data sources did yc�u use fio determine whether your sit� would impact Endangered Species or Desigr�afied �ritic�l H�bitat? GIS and visual observatian 6. Essential Fish Habitat (Corps Requirement� 6a. VVill this project occur in ar near an area designated as essential fish habitat? ❑ Yes � Nc� 6b. What data sources did you use ta determine whether your site w�uld impact Essential Fish Habit�t? WRC will camment ?. Historic or Prehistoric Cultural Resources (Corps Requir�ment) 7a. Will this praject occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes j� No status (e.g., National Histaric Trust designation or properties �ign�ficant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site wauld impact historic or archeological resaurces? Project submitted ta SHPO 8. Flood Zone Designatian (Corps Requirement) 8a. Will this project occur in a FEMA-designated 104-year floodplain? ❑ Yes � Nc� Sb. If yes, explain how project meets FEMA requirements: Sc. What source(s) did you use to make the floodplain determinatior�? ncfloodmaps J. �-Ieath Slau hter �. ����� � � �, �. , AppiicantlAgent's Si ture ���� Applicant/Agenfi s Printed Name (Agent's s gnature is valid only if an author� ion letter from the applicant is provid�d. Page 1(� of '� 0 PCN Form -- Version 1.3 D�cember 1 U, 2n�08 Version S R 1 5 2 6 B S A M P S O N R D S T A 1 0 + 0 0 T O E . O . P . 1 5 2 + 5 0 G R A D I N G , D R A I N A G E , B A S E A N D P A V I N G - 1 . 1 4 M I L E S 0 6 / 2 6 / 0 8 L O C A T I O N : T Y P E O F W O R K : D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A V I C I N I T Y M A P F R O M P O I N T 2 . 8 8 M I L E S T O P O I N T W A T A U G A C O U N T Y B E G A N S U R V E Y : 0 9 / 1 9 / 0 8 3.1 P e n l e y Z Z S a m p s o n M o u n t a i n M a s t K n o b Z Z D u g g e r M o u n t a i n D u g g e r M o u n t a i n L i t t l e Dugger J o e C reek Joe Creek JoeC reek Joe Creek Joe LevelFork Level Fo r k Level F ork Sampson Rd. R d. Sampson Rd. G e or ge Hayes R d. Penley Rd. Penley R d. P e n l e y R d. Maple Gap Rd. Rockhouse Rd.W hiteRock R d. Fir e To werRd. Fire Tower R d. Fire Tower Rd. GrandviewDr. SummitCir. Grandview Dr.Ext. PaisleyRidgeR d. Fire B l u e R i d g e P K W Y T O A H O / WIL KES C O U N T Y W A T A U G A C O U NT Y C A L D WE L L C O U N T Y WA T A U G A C O U N T Y S a m p so n S T A 1 2 0 + 0 0 E N D P R O J E C T E N D S U R V E Y : R E V I S E D : 4 / 1 4 / 1 4 E x t e n d e d E O P f r o m 1 3 6 + 7 5 t o 1 5 2 + 5 0 ; a d d e d P l a n s h e e t 2 4 & 2 5 5 / 1 9 / 1 4 A d d e d S l o p e S t a k e l i n e s / p o l e s / p i p e s f r o m 1 3 6 + 7 5 t o 1 5 2 + 5 0 G R A P H I C S C A L E P L A N S P R O F I L E ( H O R I Z O N T A L ) P R O F I L E ( V E R T I C A L ) ST A T E ST A T E P R O J E C T R E F E R E N C E N O . ST A T E P R O J . N O . F. A . P R O J . N O . DE S C R I P T I O N N O . TO T A L SH E E T S N . C . SH E E T P r e p a r e d i n t h e O f f i c e o f : D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 20-JUN-2014 12:11 R:\Road_Projects\Secondary\Watauga\SR1526B\EC Work\Plnshts\SR1526B_EC_TSH_1.dgn $$$$USERNAME$$$$ 0 2 5 5 0 0 5 1 0 0 5 1 0 R O A D S I D E E N V I R O N M E N T A L U N I T ER O S I O N A N D S E D I M E N T C O N T R O L M E A S U R E S C O N S T R U C T I O N . G R U B B I N G P H A S E O F F O R C L E A R I N G A N D E R O S I O N C O N T R O L P L A N S T H I S P R O J E C T C O N T A I N S Te m p o r a r y S i l t D i t c h Te m p o r a r y S i l t F e n c e Si l t B a s i n T y p e B St i l l i n g B a s i n T D Te m p o r a r y D i v e r s i o n Te m p o r a r y R o c k S i l t C h e c k T y p e - B Te m p o r a r y R o c k S i l t C h e c k T y p e - A Te m p o r a r y R o c k S e d i m e n t D a m T y p e - A Te m p o r a r y R o c k S e d i m e n t D a m T y p e - B T y p e A T y p e B T y p e C ABC Te m p o r a r y S i l t F e n c e TS D S t d . # De s c r i p t i o n Sy m b o l Te m p o r a r y B e r m s a n d S l o p e D r a i n s Ro c k I n l e t S e d i m e n t T r a p : 16 3 0 . 0 3 16 3 0 . 0 5 16 0 5 . 0 1 16 2 2 . 0 1 16 3 3 . 0 1 16 3 4 . 0 1 16 3 4 . 0 2 16 3 5 . 0 1 16 3 5 . 0 2 16 3 0 . 0 4 16 3 2 . 0 1 16 3 2 . 0 2 16 3 2 . 0 3 Ro c k P i p e I n l e t S e d i m e n t T r a p T y p e - A Ro c k P i p e I n l e t S e d i m e n t T r a p T y p e - B T e m p o r a r y R o c k S e d i m e n t D a m T y p e A T e m p o r a r y R o c k S e d i m e n t D a m T y p e B T e m p o r a r y S i l t F e n c e R o a d w a y S t a n d a r d D r a w i n g s T h e f o l l o w i n g r o a d w a y e n g l i s h s t a n d a r d s a s a p p e a r i n " R o a d w a y S t a n d a r d D r a w i n g s " - R o a d w a y D e s i g n r e v i s o n t h e r e t o a r e a p p l i c a b l e t o t h i s p r o j e c t a n d b y r e f e r e n c e h e r e b y a r e c o n s i d e r e d a p a r t o f t h e s e p l a n s . R o c k P i p e I n l e t S e d i m e n t T r a p T y p e A EC - 1 16 0 6 . 0 1 Sp e c i a l S e d i m e n t C o n t r o l F e n c e 1 6 3 4 . 0 1 1 6 3 4 . 0 2 1 6 3 5 . 0 1 1 6 0 5 . 0 1 1 6 3 0 . 0 1 T e m p o r a r y B e r m s a n d S l o p e D r a i n s 1 6 0 6 . 0 1 1 6 2 2 . 0 1 S p e c i a l S e d i m e n t C o n t r o l F e n c e R i s e r B a s i n 1 6 3 5 . 0 2 R o c k P i p e I n l e t S e d i m e n t T r a p T y p e B 1 6 0 4 . 0 1 R a i l r o a d E r o s i o n C o n t r o l D e t a i l 1 6 0 7 . 0 1 G r a v e l C o n s t r u c t i o n E n t r a n c e Sk i m m e r B a s i n f o r S p e c i a l C o n s i d e r a t i o n s . R e f e r T o E . C . S p e c i a l P r o v i s i o n s O N T H I S P R O J E C T S E N S I T I V E A R E A ( S ) E X I S T E N V I R O N M E N T A L L Y Ti e r e d S k i m m e r B a s i n In f i l t r a t i o n B a s i n Sp e c i a l S t i l l i n g B a s i n 16 3 0 . 0 6 Te m p o r a r y R o c k S i l t C h e c k T y p e - A w i t h Ma t t i n g a n d P o l y a c r y l a m i d e ( P A M ) W a t t l e / C o i r F i b e r W a t t l e W a t t l e / C o i r F i b e r W a t t l e wi t h P o l y a c r y l a m i d e ( P A M ) 16 3 0 . 0 2 16 3 3 . 0 2 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S N A T U R A L R E S O U R C E S D I V I S I O N O F W A T E R Q U A L I T Y . I S S U E D B Y T H E N O R T H C A R O L I N A D E P A R T M E N T O F E N V I R O N M E N T A N D N C G - 0 1 0 0 0 0 G E N E R A L C O N S T R U C T I O N P E R M I T E F F E C T I V E A U G U S T 3 , 2 0 1 1 W I T H T H E R E G U L A T I O N S S E T F O R T H B Y T H E T H E S E E R O S I O N A N D S E D I M E N T C O N T R O L P L A N S C O M P L Y U n i t - N . C . 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 - R a l e i g h , N . C . , d a t e d J a n u a r y 2 0 1 2 a n d t h e l a t e s t 1 6 3 0 . 0 5 T e m p o r a r y D i v e r s i o n 1 6 3 0 . 0 4 S t i l l i n g B a s i n 1 6 3 0 . 0 3 T e m p o r a r y S i l t D i t c h 1 6 3 0 . 0 2 S i l t B a s i n T y p e B 1 6 3 0 . 0 6 S p e c i a l S t i l l i n g B a s i n 1 6 3 1 . 0 1 M a t t i n g I n s t a l l a t i o n 1 6 3 2 . 0 2 1 6 3 2 . 0 1 R o c k I n l e t S e d i m e n t T r a p T y p e B R o c k I n l e t S e d i m e n t T r a p T y p e A 1 6 3 2 . 0 3 R o c k I n l e t S e d i m e n t T r a p T y p e C 1 6 3 3 . 0 1 1 6 3 3 . 0 2 T e m p o r a r y R o c k S i l t C h e c k T y p e B T e m p o r a r y R o c k S i l t C h e c k T y p e A 1 6 4 0 . 0 1 C o i r F i b e r B a f f l e 1 6 4 5 . 0 1 T e m p o r a r y S t r e a m C r o s s i n g EW CF W D I V I S I O N O F H I G H W A Y S D I V I S I O N 1 1 , D I S T R I C T 2 B O O N E P . O . B O X 1 4 6 0 , B O O N E , N . C . 2 8 6 0 7 9 11 C . 0 9 5 1 0 2 S T A 6 0 + 0 0 B E G I N P R O J E C T 15 2 6 1 5 2 6 15 1 4 1 5 2 6 1 5 2 6 16 5 9 S H E E T N O . P R O J E C T R E F E R E N C E N O . 1 A S R 1 5 2 6 B 04/16/11 7 d a y s N o n e H i g h Q u a l i t y W a t e r Z o n e s 7 d a y s S l o p e s s t e e p e r t h a n 3 : 1 S l o p e s 3 : 1 o r f l a t t e r A l l o t h e r a r e a s f l a t t e r t h a n 4 : 1 a n d s l o p e s P e r i m e t e r d i k e s , s w a l e s , d i t c h e s N o n e 7 d a y s 1 4 d a y s 1 4 d a y s n o t s t e e p e r t h a n 2 : 1 , 1 4 d a y s a r e a l l o w e d I f s l o p e s a r e 1 0 f t . o r l e s s i n l e n g t h a n d a r e 7 d a y s f o r s l o p e s g r e a t e r t h a n 5 0 ’ i n l e n g h t ( e x c e p t f o r p e r i m e t e r s a n d H Q W z o n e s ) N o n e S i t e A r e a D e s c r i p t i o n S t a b i l i z a t i o n T i m e F r a m e S t a b i l i z a t i o n T i m e F r a m e E x c e p t i o n s G R O U N D S T A B I L I Z A T I O N C H A R T i n s t a l l a t i o n " i n t h e B M P m a n u a l s e c t i o n 4 . 2 " P i p e & C u l v e r t 1 0 . M o r e i n f o r m a t i o n o n w e t p i p e i n s t a l l a t i o n c a n b e f o u n d c h a r t . 9 . E s t a b l i s h p e r m a n e n t v e g e t a t i o n p e r g r o u n d s t a b i l i z a t i o n o n e x i s t i n g m e a s u r e s . c o n t r o l m e a s u r e s a n d p e r f o r m m a i n t e n a n c e a s n e e d e d o f t h e p i p e . A l s o c o m p l e t e i n s t a l l a t i o n o f e r o s i o n 8 . I n s t a l l s l o p e p r o t e c t i o n o n t h e o u t l e t a n d i n l e t e n d s 7 . P l a c e t h e n e w p i p e a n d c o m p a c t b a c k f i l l . w i t h 2 0 % o f t h e d i a m e t e r b e l o w s t r e a m b e d e l e v a t i o n . s t r e a m b e d e l e v a t i o n . P i p e s l e s s t h a n 4 8 m u s t b e b u r i e d i n s t r e a m s 4 8 o r g r e a t e r m u s t b e b u r i e d 1 2 b e l o w a n d t h e W i l d l i f e R e s o u r c e s C o m m i s s i o n , a l l p i p e s 6 . P e r p e r m i t c o n d i t i o n s f o r C o r p s o f E n g i n e e r s e i t h e r s i d e o f n e w p i p e o r c u l v e r t u n l e s s i n d i c a t e d o n p e r m i t . 5 . E x c a v a t i o n o f s t r e a m c h a n n e l s h a l l n o t e x c e e d 1 0 ’ o n e s c a p i n g t h e p r o j e c t . m a t e r i a l a n d s e d i m e n t f r o m e n t e r i n g s t r e a m a n d 4 . R e m o v e m a t e r i a l a n d e x i s t i n g p i p e w h i l e l i m i t i n g , p l a c e d i n t h e d r y . I n s t a l l d e w a t e r i n g m e a s u r e s . 3 . M a n a g e t h e w a t e r c o u r s e . T h e p i p e m u s t b e 2 . I n s t a l l e r o s i o n c o n t r o l d e v i c e s . p e r m i t c o n d i t i o n s a n d i m p a c t a r e a l i m i t s . 1 . P r i o r t o i n s t a l l i n g a n y E & S C m e a s u r e s i d e n t i f y W e t P i p e I n s t a l l a t i o n S c h e d u l e a n d N o t e s G R O U N D S T A B I L I Z A T I O N C H A R T G E N E R A L E & S C N O T E S T R O U T B U F F E R Z O N E S E Q U E N C E E R O S I O N C O N T R O L & P I P E I N S T A L L A T I O N S C H E D U L E T r o u t p r o j e c t s . e r o s i o n c o n t r o l c h a i n e x c e p t f o r t h e f i n a l d e v i c e i n H W Q a n d P A M i s t o b e p l a c e d o n a l l T y p e A c h e c k s a n d w a t t l e s i n t h e b l a s t i n g i n c l o s e p r o x i m i t y t o s t r e a m s . F l y r o c k p r o t e c t i o n s u c h a s b l a s t m a t s s h o u l d b e p r o v i d e d f o r t h e e x t e n t p r a c t i c a l u p o n c o m p l e t i o n o f c o n s t r u c t i o n . t o n a t i v e v e g e t a t i o n c h a r a c t e r i s t i c o f a n u n d i s t u r b e d b u f f e r t o T h e d i s t u r b e d a r e a s w i t h i n t h e s t r e a m b u f f e r s h a l l b e r e s t o r e d t o a l l o w f o r c o n c e n t r a t e d f l o w s . o f f a b r i c , a n d i n l o w p o i n t s o f t h e s i l t f e n c e i n 3 - f o o t s e c t i o n s b e d r o c k i s e n c o u n t e r e d w h i c h p r o h i b i t s t h e p r o p e r a n c h o r i n g S p e c i a l s e d i m e n t c o n t r o l f e n c e s h a l l b e u s e d i n a r e a s w h e r e s h a l l b e u s e d i n s t e a d o f s t a n d a r d s i l t f e n c e i n t r o u t b u f f e r z o n e . S i l t f e n c e b a c k e d b y w o v e n w i r e , w i t h a p o s t s p a c i n g o f 6 f e e t , N o t e s : s e e d i n g . p r o d u c t , b o n d e d f i b e r m a t r i x , o r f l e x i b l e g r o w t h m e d i u m a f t e r r o a d s h o u l d e r s ) s h a l l b e p r o t e c t e d w i t h r o l l e d e r o s i o n c o n t r o l 6 . G r a d e d s l o p e s a n d f i l l s w i t h i n t h e t r o u t b u f f e r z o n e ( e x c l u d i n g t o r e s t r a i n e r o s i o n . o r p e r m a n e n t g r o u n d c o v e r , d e v i c e s , o r s t r u c t u r e s s u f f i c i e n t g r a d i n g b e p l a n t e d o r o t h e r w i s e p r o v i d e d w i t h t e m p o r a r y w i t h i n 7 c a l e n d a r d a y s o f c o m p l e t i o n o f a n y p h a s e o f 5 . G r a d e d s l o p e s a n d f i l l s w i t h i n t h e t r o u t b u f f e r z o n e w i l l i n c l u d i n g p r o v i s i o n o f a d e q u a t e g r o u n d c o v e r . b e p h a s e d s o t h a t e a c h d a y s w o r k i s a c o m p l e t e d w o r k , t h e a r e a f r o m t h e e d g e o f w a t e r t o t h e t o p o f b a n k , s h o u l d a r e e x p o s e d . S t r e a m b a n k s t a b i l i z a t i o n , w h i c h i n c l u d e s t o m i n i m i z e t h e l e n g t h o f t i m e t h a t d i s t u r b e d a r e a s 4 . W o r k w i t h i n t h e b u f f e r z o n e s h o u l d b e s e q u e n c e d 3 . I n s t a l l E C d e v i c e s i s c o m m e n c e d . 2 . A l l m a t e r i a l s s h o u l d b e o n t h e h a n d b e f o r e w o r k a n y s p e c i a l p r o v i s i o n s . t r o u t b u f f e r v a r i a n c e a p p r o v a l c o n d i t i o n s f o r p e r m i t c o n d i t i o n s a n d i m p a c t a r e a l i m i t s . R e v i e w 1 . P r i o r t o i n s t a l l i n g a n y E & S C m e a s u r e s i d e n t i f y P r o j e c t s i n T r o u t B u f f e r Z o n e s G e n e r a l E r o s i o n C o n t r o l S e q u e n c e & N o t e s f o r N C D O T c o n t r o l c h a i n e x c e p t f o r t h e f i n a l d e v i c e i n H W Q a n d T r o u t p r o j e c t s . P A M i s t o b e p l a c e d o n a l l T y p e A c h e c k s a n d w a t t l e s i n t h e e r o s i o n F o r s i l t b a s i n s i z e s e e t h e a t t a c h e d e r o s i o n c o n t r o l p l a n s . N o t e s : c h a r t . 5 . E s t a b l i s h p e r m a n e n t v e g e t a t i o n p e r g r o u n d s t a b i l i z a t i o n 4 . A l l d e v i c e s a r e t o b e c l e a n e d o u t w h e n h a l f f u l l . w a t e r i s l e a v i n g t h e p r o j e c t o r e n t e r i n g a p i p e . w i t h t h e t e m p o r a r y r o c k s i l t c h e c k s i n l o c a t i o n s w h e r e 3 . N o . 5 s t o n e , o r e q u i v a l e n t , w i l l b e u s e d i n c o n j u n c t i o n b y p e r c e n t g r a d e a s s h o w n i n t h e e r o s i o n c o n t r o l p l a n . 2 . T e m p o r a r y r o c k s i l t c h e c k s , t y p e B w i l l b e s p a c e d b e i m p l e m e n t e d a s s o o n a s p r a c t i c a l . F . O t h e r p e r m a n e n t e r o s i o n c o n t r o l m e a s u r e s a r e t o a s s o o n a s t h e p i p e i s i n s t a l l e d . E . P i p e o u t l e t a n d i n l e t p r o t e c t i o n w i l l b e d o n e i n s t a l l e d a s s o o n a s d i t c h l i n e i s e s t a b l i s h e d . D . F i n a l s t o n e d i t c h c h e c k s o r w a t t l e s s h a l l b e a r e a s a s s o o n a s t h e d i s t u r b a n c e b e g i n s . w a t t l e s w i t h P A M s h a l l b e i n s t a l l e d i n a l l d i s t u r b e d C . T e m p o r a r y s t o n e d i t c h c h e c k s w i t h P A M o r s h a l l b e i n s t a l l e d a f t e r c l e a r i n g a n d b e f o r e g r a d i n g . B . S i l t f e n c e s a n d t e m p o r a r y s i l t d i t c h e s b e f o r e c l e a r i n g a n d g r u b b i n g b e g i n s . A . T e m p o r a r y s i l t b a s i n s s h a l l b e i n s t a l l e d e r o s i o n c o n t r o l m e a s u r e s w i l l b e a s f o l l o w s : 1 . G e n e r a l l y , t h e o r d e r o f i n s t a l l a t i o n o f t h e E r o s i o n C o n t r o l S c h e d u l e a n d N o t e s 0 . 0 2 F T /F T 0 . 0 2 F T /F T CL G R A D E P O I N T G R A D E T O T H I S L I N E 0 . 0 8 0 .0 8 2:1 C 1 T E 1 D 1 T D O N O T U S E F O R C O N S T R U C T I O N D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S I N C O M P L E T E P L A N S D O N O T U S E F O R R / W A C Q U I S I T I O N S H E E T N O . P R O J E C T R E F E R E N C E N O . R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 W A - 1 5 2 6 B P A V E M E N T D E S I G N 6/2/99 20-JUN-2014 12:11 R:\Road_Projects\Secondary\W atauga\SR1526B\DGN\sr1526b_typ_2.dgn $$$$USERNAM E$$$$ CL T R A V E L L A N E D I T C H S H O U L D E R S H O U L D E R T R A V E L L A N E S R 1 5 2 6 B V A R I E S V A R I E S V A R I E S 8 ’ - 9 ’ 8 ’ - 9 ’ 1 6 ’ - 1 8 ’ E X I S T I N G T Y P I C A L S E C T I O N T Y P I C A L S E C T I O N N O . 1 G R A P H I C S C A L E 0 ’ 1.5:1 3 :1 R i g h t o f W a y S h o u l d e r T r a v e l L a n e T r a v e l L a n e S h o u l d e r D i t c h 5 0 . 0 ’ 9 . 0 ’ 4 . 0 ’ 4 . 0 ’ 9 . 0 ’ 6 . 0 ’ 9" 5 ’ 5 ’ ST A T E O F N O R T H C A R O L I N A PROJECT NO.SHEET NO. DI V I S I O N O F H I G H W A Y S WA-1526b3-A Revised6/18/2014 SI Z E TY P E ST A T I O N 0 12 + 0 9 RT 30 ' 0 14 + 7 7 CL 0 15 + 1 9 RT 30 ' 0 0 15 + 4 2 CL 40 ' 30'30 0 16 + 3 1 RT 30 ' 0 0 24 + 0 0 CL 00 27 + 7 5 LT 30 ' 0 0 30 + 4 8 LT 30 ' 00 30 + 7 4 RT 30 ' 0 0 32 + 9 7 CL 50 ' 45 ' 450 36 + 9 0 CL 50 ' 0 0 36 + 9 5 LT 30 ' 30 0 43 + 1 7 CL 0 0 51 + 5 2 LT 30 ' 30 ' 300 52 + 1 5 CL 00 55 + 3 0 CL 45 ' 35 ' 350 60 + 1 4 CL 00 64 + 2 0 CL 50 ' 00 69 + 8 8 CL 0 80 + 1 9 CL 0 82 + 5 0 CL 0 86 + 7 0 LT 30 ' 25 ' 25 89 + 3 9 CL 40 ' 30 ' 30 91 + 8 1 LT 40 ' 40 ' 92 + 3 8 CL 45 ' 25'25 97 + 2 2 CL 40 ' 30 ' 30 10 1 + 1 2 LT 30 ' 0 10 3 + 8 0 CL 60 ' 0 10 8 + 5 0 CL 15 0 ' 0 11 3 + 3 0 CL 50 ' 0 11 6 + 2 5 CL 50 ' 0ADDITION 11 9 + 6 3 CL 50 ' 30'30 12 0 + 2 1 CL 20 ' 45 ' 45 12 2 + 4 0 CL 12 0 ' 0ADDITION 12 5 + 9 6 CL 60 ' 40 ' 40REPLACE 12 7 + 0 9 LT 30 ' 20 ' 20REPLACE DRIVE PIPE 12 9 + 8 9 LT 30 ' 0REPLACE DRIVE PIPE 13 1 + 6 4 CL 60 ' 25 ' 25REPLACE 13 4 + 1 9 CL 50 ' 30 ' 30 SH E E T T O T A L S 0 2 8 0 5 7 5 11 6 0 0 8 5 3 1 0 470 10" HDPE WET DO NOT DISTURB REPLACEADDITION DO NOT DISTURBREPLACE JURISDICTIONAL WET 000PIPE REMOVAL 00 0 0 NE W P I P E S EXISTING PIPES 36''42''48'' 42 ' ' 24 ' ' 36 ' ' 0 0 B I T U M I N O U S C O A T E D C . S . P I P E T Y P E B (U N L E S S N O T E D O T H E R W I S E ) 24 ' ' 3 0 ' ' 50 15 ' ' 1 8 ' ' ADD DRIVE PIPE LI S T O F P I P E S , E N D W A L L S , E T C . ( F O R P I P E S 4 8 " & U N D E R) 12 ' ' LOCATION (LT, RT, OR CL)' 18 ' ' 3 0 ' ' ADD DRIVE PIPE D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 J.B. STD. 840.31 OR 840.32 12 ' ' 1 5 ' ' ADD DRIVE PIPE ADD DRIVE PIPE 48 ' ' REMARKS ADD DRIVE PIPE REMOVE DRIVE PIPE DO NOT DISTURB WETADD DRIVE PIPE REPLACE REPLACE DRIVE PIPE ADDITIONDO NOT DISTURB WET DO NOT DISTURB WET DO NOT DISTURB WETRETAIN if in good shapeDO NOT DISTURB WET ADDITIONREPLACE DRIVE PIPEREPLACE JURISDIC WET@ 92+41REPLACEADDITIONREPLACEREPLACE ADDITIONADDITION REPLACE JURISDICTIONAL WETREPLACE JURISDICTIONAL WET REPLACE S H E E T N O . P R O J E C T R E F E R E N C E N O . DI V I SI ON OF H I GH WA Y S S T A T E O F N O R T H C A R O L I N A H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R S R - 1 5 2 6 B S I T E D E S C R I P T I O N S O I L S T A B I L I Z A T I O N T I M E F R A M E S S T A B I L I Z A T I O N T I M E 7 D A Y S T I M E F R A M E E X C E P T I O N S P E R I M E T E R D I K E S , S W A L E S , D I T C H E S A N D S L O P E S H I G H Q U A L I T Y W A T E R ( H Q W ) Z O N E S 7 D A Y S N O N E S L O P E S S T E E P E R T H A N 3 : 1 7 D A Y S I F S L O P E S A R E 1 0 ’ O R L E S S I N L E N G T H A N D A R E N O T S T E E P E R T H A N 2 : 1 , 1 4 D A Y S A R E A L L O W E D . N O N E S L O P E S 3 : 1 O R F L A T T E R 1 4 D A Y S 1 4 D A Y S 7 D A Y S F O R S L O P E S G R E A T E R T H A N 5 0 ’ I N L E N G T H . A L L O T H E R A R E A S W I T H S L O P E S F L A T T E R T H A N 4 : 1 N O N E , E X C E P T F O R P E R I M E T E R S A N D H Q W Z O N E S . E C - 3 B 7 1 5 1 4 7 1 5 1 4 MATCHLINE**54+95 MATCHLINE**61+65 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 20-JUN-2014 13:46 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\Plnshts\EC-11.dgn $$$$USERNAME$$$$8/17/99 1 1 1 1 c . 0 9 5 1 0 2 P R O P O S E D DI T C H LI N E. E R O SI O N C O N T R O L I N T H E I N S T A L L M A T TI N G F O R - 4 . 0 % 55+00 5 6 + 0 0 58+00 59+00 60+00 61+00 1 5 . 0 F 0 . 0 7 1 . 5 C 3 6 . 3 6 2 . 2 C 3 0 . 1 2 3 3 . 0 C 1 4 4 . 0 1 0 6 . 0 C 5 9 . 3 1 5 6 . 2 C 9 2 . 8 2 3 . 8 C 9 2 . 8 1 6 . 8 + 7 3 2 2 . 2 + 2 3 1 5 . 0 F 0 . 0 +27 +20 8 8 8 / 14 8 S T E P H E N A P H IL Y A W 8 6 1 / 7 2 4 E D W A R D H W A T S O N 1 4 9 / 4 8 6 2 3 5 / 6 1 4 T E R R Y R N E L S O N C C C C C C T 2 4 . 7 + 8 8 J OE’S C R E E K J O E ’ S C R E E K 18" C MP 117"x79" CMAP 5 0’ 1 8’ RETAIN 57+00 1 6 2 7 0 / 6 8 9 C A L L I E B E A L E n d G a p S e c t i o n B O P S t a 6 0 + 0 0 55+00 5 6 + 0 0 58+00 59+00 60+00 61+00 1 5 . 0 F 0 . 0 7 1 . 5 C 3 6 . 3 6 2 . 2 C 3 0 . 1 2 3 3 . 0 C 1 4 4 . 0 1 0 6 . 0 C 5 9 . 3 1 5 6 . 2 C 9 2 . 8 2 3 . 8 C 9 2 . 8 1 6 . 8 + 7 3 2 2 . 2 + 2 3 1 5 . 0 F 0 . 0 +27 +20 8 8 8 / 14 8 S T E P H E N A P H IL Y A W 8 6 1 / 7 2 4 E D W A R D H W A T S O N 1 4 9 / 4 8 6 2 3 5 / 6 1 4 T E R R Y R N E L S O N C C C C C C T 2 4 . 7 + 8 8 J OE’S C R E E K J O E ’ S C R E E K 18" C MP 117"x79" CMAP 5 0’ 1 8’ RETAIN 57+00 1 6 2 7 0 / 6 8 9 C A L L I E B E A L E n d G a p S e c t i o n B O P S t a 6 0 + 0 0 1 7 1 6 1 6 7 1 7 1 6 1 6 7 M A T C H L IN E * * 6 1 + 6 5 MATCHLINE**68+35 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 20-JUN-2014 12:11 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\Plnshts\EC-12.dgn $$$$USERNAME$$$$8/17/99 1 2 1 1 c . 0 9 5 1 0 2 3 0 D a y o p t i o n P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L M A T T I N G F O R P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L M A T T I N G F O R 5 - 18" Wattles @ 67’ 3 - 1 8 " W attl e s @ 1 2 5 ’ -4 .0 % - 2. 0 % I D 1 2 . 2 2 f t . w e i r 1 0 x 5 x 3 I D 1 2 . 1 2 f t . w e i r 9 x 3 x 3 6 2 + 0 0 6 3 + 0 0 64+00 65+00 66+00 67+00 68+00 2 0 1 . 5 C 1 2 3 . 0 1 6 6 . 1 C 9 9 . 4 1 0 7 . 3 C 6 0 . 2 2 3 . 0 C 4 . 0 2 9 . 3 C 8 . 2 1 7 . 0 C 0 . 0 2 1 . 4 F 3 . 2 1 9 . 6 F 2 . 3 2 5 . 8 F 5 . 4 1 5 . 0 F 0 . 0 1 8 . 5 C 1 . 0 + 4 3 +43 +09 8 6 1 / 7 2 4 E D W A R D H W A T S O N 1 4 9 / 4 8 6 2 3 5 / 6 1 4 T E R R Y R N E L S O N 1 4 9 / 4 8 6 2 3 5 / 6 1 4 T E R R Y R N E L S O N 7 8 5 / 1 3 3 R E B A C O B B 7 8 5 / 1 3 3 R E B A C O B B F F F C C C C CC C 1 9 . 0 + 3 8 1 3 . 9 + 8 0 S R 1 5 2 6 B S A M P S O N R O A D JOE ’S C R E E K 5 0 ’ 1 8 ’ 1 7 6 2 + 0 0 6 3 + 0 0 64+00 65+00 66+00 67+00 68+00 2 0 1 . 5 C 1 2 3 . 0 1 6 6 . 1 C 9 9 . 4 1 0 7 . 3 C 6 0 . 2 2 3 . 0 C 4 . 0 2 9 . 3 C 8 . 2 1 7 . 0 C 0 . 0 2 1 . 4 F 3 . 2 1 9 . 6 F 2 . 3 2 5 . 8 F 5 . 4 1 5 . 0 F 0 . 0 1 8 . 5 C 1 . 0 + 4 3 +43 +09 8 6 1 / 7 2 4 E D W A R D H W A T S O N 1 4 9 / 4 8 6 2 3 5 / 6 1 4 T E R R Y R N E L S O N 1 4 9 / 4 8 6 2 3 5 / 6 1 4 T E R R Y R N E L S O N 7 8 5 / 1 3 3 R E B A C O B B 7 8 5 / 1 3 3 R E B A C O B B F F F C C C C CC C 1 9 . 0 + 3 8 1 3 . 9 + 8 0 S R 1 5 2 6 B S A M P S O N R O A D JOE ’S C R E E K 5 0 ’ 1 8 ’ 1 7 S t a 6 0 + 0 0 t o 6 5 + 0 0 R t. N o E m b a n k m e n t C o n s tr u c t io n 1 6 1 7 1 6 1 7 MATCHLINE**68+35 M ATCHLIN E**75+05 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 20-JUN-2014 12:11 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\Plnshts\EC-13.dgn $$$$USERNAME$$$$8/17/99 1 3 1 1 c . 0 9 5 1 0 2 I D 1 3 . 1 2 f t . w e i r 9 x 3 x 3 I D 1 3 . 2 2 f t . w e i r 9 x 3 x 3 - 2 . 0 % - 2 . 0 % 69+00 70+00 71+00 72+00 73+00 75+00 1 8 . 5 C 1 . 0 2 0 . 0 F 2 . 5 1 5 . 0 F 0 . 0 + 71 Soil 1 5 . 0 F 0 . 0 1 5 . 0 F 0 . 0 2 1 . 7 + 8 2 1 5 . 0 F 0 . 0 7 . 0 + 4 3 1 9 . 0 C 1 . 3 +68 +68 + 7 2 +82 Gravel 7 8 5 / 1 3 3 R E B A C O B B 7 8 5 / 1 3 3 R E B A C O B B 1 4 9 / 4 8 6 2 3 5 / 6 1 4 T E R R Y R N E L S O N 2 0 3 / 5 7 3 R I C H A R D D R O W E 0 7 9 / 3 8 6 J O H N C R O B E R T S F F F T C 1 7 . 1 + 5 8 3 0 . 3 + 7 4 GATE J O E ’ S C R E E K 5 0’ 1 8’ R E T A I N ( 2 ) 1 1 7 " x 7 9 " C M A P 74+00 1 8 1 9 S o i l D rw y 69+00 70+00 71+00 72+00 73+00 75+00 1 8 . 5 C 1 . 0 2 0 . 0 F 2 . 5 1 5 . 0 F 0 . 0 + 71 Soil 1 5 . 0 F 0 . 0 1 5 . 0 F 0 . 0 2 1 . 7 + 8 2 1 5 . 0 F 0 . 0 7 . 0 + 4 3 1 9 . 0 C 1 . 3 +68 +68 + 7 2 +82 Gravel 7 8 5 / 1 3 3 R E B A C O B B 7 8 5 / 1 3 3 R E B A C O B B 1 4 9 / 4 8 6 2 3 5 / 6 1 4 T E R R Y R N E L S O N 2 0 3 / 5 7 3 R I C H A R D D R O W E 0 7 9 / 3 8 6 J O H N C R O B E R T S F F F T C 1 7 . 1 + 5 8 3 0 . 3 + 7 4 GATE J O E ’ S C R E E K 5 0’ 1 8’ R E T A I N ( 2 ) 1 1 7 " x 7 9 " C M A P 74+00 1 8 1 9 S o i l D rw y S t a 6 9 + 0 0 t o 8 1+ 0 0 L t . N o E m b a n k m e n t C o n s t r u c t i o n S t a 6 9 + 0 0 t o 7 1+ 0 0 R t . N o E m b a n k m e n t C o n s t r u c t i o n S t a 7 3 + 0 0 t o 7 4 + 0 0 R t . N o E m b a n k m e n t C o n s t r u c t i o n 1 8 1 9 1 8 1 9 M A T C H L I N E **7 5 + 0 5 MATCHLINE**81+75 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 20-JUN-2014 12:11 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\Plnshts\EC-14.dgn $$$$USERNAME$$$$8/17/99 1 4 1 1 c . 0 9 5 1 0 2 I D 1 4 . 1 2 f t . w e i r 9 x 3 x 3 P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L M A T T I N G F O R 2 - 18" Wattles @ 133’ -2.0% 7 5 + 0 0 7 6 + 0 0 7 7 + 0 0 78+00 79+00 80+00 81+00 2 1 . 2 C 2 . 8 2 7 . 4 + 2 0 1 8 . 2 + 8 5 1 8 . 5 C 1 . 0 1 9 . 4 C 1 . 6 +55 +55 + 301 8 . 5 C 1 . 0 +84 G ravel+53 Gravel +71 Gravel 0 7 9 / 3 8 6 J O H N C R O B E R T S 2 0 3 / 5 7 3 R I C H A R D D R O W E 3 7 9 / 3 8 1 D O R I S T N E L S O N 3 6 0 / 5 9 5 T E D M C O B B 4 9 8 / 1 6 3 B R I A N C H R I S T O P H E R A D K I N S J E R R Y K E I T H A D K I N S C C C R O C K R E T A I N I N G W A L L SR1526B SA M PSO N RO A D J OE ’S C R E E K 18" CM P 5 0’ 1 8’ WATSON DR. 1 3 . 3 + 3 2 1 9 . 0 + 6 4 B R I D G E # 3 7 3 R O A D S I G N 1 3 . 6 + 6 7 2 0 2 1 2 2 RETAIN 7 5 + 0 0 7 6 + 0 0 7 7 + 0 0 78+00 79+00 80+00 81+00 2 1 . 2 C 2 . 8 2 7 . 4 + 2 0 1 8 . 2 + 8 5 1 8 . 5 C 1 . 0 1 9 . 4 C 1 . 6 +55 +55 + 301 8 . 5 C 1 . 0 +84 G ravel+53 Gravel +71 Gravel 0 7 9 / 3 8 6 J O H N C R O B E R T S 2 0 3 / 5 7 3 R I C H A R D D R O W E 3 7 9 / 3 8 1 D O R I S T N E L S O N 3 6 0 / 5 9 5 T E D M C O B B 4 9 8 / 1 6 3 B R I A N C H R I S T O P H E R A D K I N S J E R R Y K E I T H A D K I N S C C C R O C K R E T A I N I N G W A L L SR1526B SA M PSO N RO A D J OE ’S C R E E K 18" CM P 5 0’ 1 8’ WATSON DR. 1 3 . 3 + 3 2 1 9 . 0 + 6 4 B R I D G E # 3 7 3 R O A D S I G N 1 3 . 6 + 6 7 2 0 2 1 2 2 RETAIN S ta 6 9 + 0 0 to 8 1+ 0 0 Lt. N o E m b an k m en t C o n stru ction Sta 7 8 + 0 0 t o 8 2 + 0 0 Rt. N o E m b a n k m e nt C o nstr u cti o n MATCHLINE**81+75 M AT C H LI N E**8 8 + 4 5 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 20-JUN-2014 12:11 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\Plnshts\EC-15.dgn $$$$USERNAME$$$$8/17/99 1 5 1 1 c . 0 9 5 1 0 2 I D 1 5 . 1 2 f t . w e i r 9 x 3 x 3 I D 1 5 . 2 2 f t . w e i r 9 x 3 x 3 P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L M A T T I N G F O R I D 1 5 . 4 2 f t . w e i r 9 x 3 x 3 2 - 1 8 " W a ttl e s @ 1 1 6 ’ +50 + 5 0 - 1.0 % + 2. 0 % + 2. 0 % -1.0% 83+00 84+00 85+00 8 8 + 0 0 1 7 . 0 C 0 . 0 4 2 . 5 C 1 7 . 0 4 1 . 9 C 1 6 . 6 2 0 . 0 C 0 . 0 1 5 . 0 F 0 . 0 2 0 . 6 F 2 . 8 2 4 . 6 F 4 . 8 2 7 . 0 F 6 . 0 2 6 . 7 + 7 5 2 5 . 6 + 1 5 1 9 . 7 C 1 . 8 1 6 . 2 F 0 . 6 1 5 . 0 F 0 . 0 1 5 . 0 F 0 . 0 +48 +48 +48 +55 +26 Gravel +88 Gravel + 7 0 S oil 0 / 0 D O Y L E J & J A N E T A C R U M P 0 / 0 B E R N I C E W A T S O N 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T F F F F F F C C C C 95"x67" CMAP 15 " C M P 5 0’ 1 8’ RETAIN TONY’S BRANCH 82+00 86+00 8 7 + 0 0 2 3 2 4 2 5 2 4 15" CSP 83+00 84+00 85+00 8 8 + 0 0 1 7 . 0 C 0 . 0 4 2 . 5 C 1 7 . 0 4 1 . 9 C 1 6 . 6 2 0 . 0 C 0 . 0 1 5 . 0 F 0 . 0 2 0 . 6 F 2 . 8 2 4 . 6 F 4 . 8 2 7 . 0 F 6 . 0 2 6 . 7 + 7 5 2 5 . 6 + 1 5 1 9 . 7 C 1 . 8 1 6 . 2 F 0 . 6 1 5 . 0 F 0 . 0 1 5 . 0 F 0 . 0 +48 +48 +48 +55 +26 Gravel +88 Gravel + 7 0 S oil 0 / 0 D O Y L E J & J A N E T A C R U M P 0 / 0 B E R N I C E W A T S O N 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T F F F F F F C C C C 95"x67" CMAP 15 " C M P 5 0’ 1 8’ RETAIN TONY’S BRANCH 82+00 86+00 8 7 + 0 0 2 3 2 4 2 5 2 4 15" CSP Sta 86+00 to 89+00 Lt. N o Em bankm ent Construction 2 4 2 4 2 5 2 4 2 4 2 4 2 5 2 4 M A T C H LI N E**88+45 MATCHLINE**95+15 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 20-JUN-2014 12:11 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\Plnshts\EC-16.dgn $$$$USERNAME$$$$8/17/99 1 6 1 1 c . 0 9 5 1 0 2 I D 1 6 . 1 2 f t . w e i r 9 x 3 x 3 I D 1 6 . 3 2 f t . w e i r 9 x 3 x 3 P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L M A T T I N G F O R I D 1 6 . 4 2 f t . w e i r 9 x 3 x 3 I D 1 6 . 2 2 f t . w e i r 9 x 3 x 3 I D 1 6 . 6 2 f t . w e i r 9 x 3 x 3 P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L R I P R A P F O R 2 - 18" Wattles @ 100’ + 4 1 - 3. 0 % + 1 1. 0 % + 1 4. 0 % I D 1 6 . 7 2 f t . w e i r 9 x 3 x 3 I D 1 6 . 5 2 f t . w e i r 9 x 3 x 3 89+00 9 0 + 0 0 91+00 92+00 93+00 94+00 95+00 - O A K 3 6 . 2 F 1 0 . 6 2 1 . 5 C 3 . 0 1 9 . 0 F 1 . 5 1 7 . 0 C 0 . 0 3 5 . 6 C 1 2 . 4 1 7 . 0 C 0 . 0 2 9 . 4 + 9 2 1 5 . 5 + 8 2 1 5 . 0 F 0 . 0 1 7 . 6 F 1 . 3 1 8 . 6 F 1 . 8 1 5 . 0 F 0 . 0 2 7 . 7 + 7 4 1 9 . 8 F 2 . 4 1 8 . 5 C 1 . 0 +00 +97 +97 +97 + 3 2 Gra vel + 8 1 Gr a v el 2 2 . 1 C 3 . 4 0 / 0 B E R N I C E W A T S O N 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 6 9 / 5 2 2 S T A N L E Y L C O F F E Y F T T F T F T C C SR1526B SAMPSON ROAD 18" R C P 1 5 " C M P 24" RCP 5 0’ 1 8’ 1 2 " S T R E AM 12" STREAM 2 6 89+00 9 0 + 0 0 91+00 92+00 93+00 94+00 95+00 - O A K 3 6 . 2 F 1 0 . 6 2 1 . 5 C 3 . 0 1 9 . 0 F 1 . 5 1 7 . 0 C 0 . 0 3 5 . 6 C 1 2 . 4 1 7 . 0 C 0 . 0 2 9 . 4 + 9 2 1 5 . 5 + 8 2 1 5 . 0 F 0 . 0 1 7 . 6 F 1 . 3 1 8 . 6 F 1 . 8 1 5 . 0 F 0 . 0 2 7 . 7 + 7 4 1 9 . 8 F 2 . 4 1 8 . 5 C 1 . 0 +00 +97 +97 +97 + 3 2 Gra vel + 8 1 Gr a v el 2 2 . 1 C 3 . 4 0 / 0 B E R N I C E W A T S O N 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 6 9 / 5 2 2 S T A N L E Y L C O F F E Y F T T F T F T C C SR1526B SAMPSON ROAD 18" R C P 1 5 " C M P 24" RCP 5 0’ 1 8’ 1 2 " S T R E AM 12" STREAM 2 6 St a 9 2 + 0 0 t o 9 4 + 0 0 Rt. N o E m b a n k m e nt C o n str u cti o n S ta 8 6 + 0 0 to 8 9 + 0 0 Lt. N o E m b a n k m en t C o n stru c tion 2 4 2 4 2 4 2 4 MATCHLINE**95+15 MATCHLINE**101+85 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 20-JUN-2014 12:11 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\Plnshts\EC-17.dgn $$$$USERNAME$$$$8/17/99 1 7 1 1 c . 0 9 5 1 0 2 P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L R I P R A P F O R I D 1 7 . 1 2 f t . w e i r 9 x 3 x 3 I D 1 7 . 2 2 f t . w e i r 9 x 3 x 3 I D 1 7 . 3 2 f t . w e i r 9 x 3 x 3 P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L R I P R A P F O R P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L R I P R A P F O R P R O P O S E D D I T C H L I N E . I N S T A L L P S R M I N T H E I D 1 7 . 4 2 f t . w e i r 9 x 3 x 3 1 3 - 1 8 " W a ttl e s @ 2 1’ 4 - 1 8 " W a ttl e s @ 1 7 ’ 14 - 18 " Wa ttle s @ 2 4 ’ 2 - 18 " Wa t t le s @ 5 0 ’ + 1 6 . 0 % + 1 2 . 0 % + 6 . 0 % + 3 . 0 % 96+00 97+00 99+00 100+00 101+00 T T 2 2 . 4 C 3 . 6 2 4 . 2 F 4 . 6 2 8 . 5 + 9 5 1 8 . 6 F 1 . 8 1 9 . 7 C 1 . 8 1 5 . 0 F 0 . 0 1 1 . 3 + 3 1 1 0 . 4 + 3 1 2 0 . 9 C 2 . 6 1 8 . 2 C 0 . 8 1 5 . 0 F 0 . 0 1 8 . 5 C 1 . 0 1 8 . 5 C 1 . 0 1 8 . 3 + 4 0 1 8 . 5 C 1 . 0 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T C T T F C C C C T F 18 " C M P 5 0’ 1 8’ 98+00 96+00 97+00 99+00 100+00 101+00 T T 2 2 . 4 C 3 . 6 2 4 . 2 F 4 . 6 2 8 . 5 + 9 5 1 8 . 6 F 1 . 8 1 9 . 7 C 1 . 8 1 5 . 0 F 0 . 0 1 1 . 3 + 3 1 1 0 . 4 + 3 1 2 0 . 9 C 2 . 6 1 8 . 2 C 0 . 8 1 5 . 0 F 0 . 0 1 8 . 5 C 1 . 0 1 8 . 5 C 1 . 0 1 8 . 3 + 4 0 1 8 . 5 C 1 . 0 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T C T T F C C C C T F 18 " C M P 5 0’ 1 8’ 98+00 S ta 9 7 + 0 0 to 9 9 + 0 0 R t. N o E m b a n km e n t C on s tr u c tion 2 4 3 4 2 4 2 4 3 4 2 4 MATCHLINE**101+85 MATCHLINE**108+55 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 20-JUN-2014 12:11 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\Plnshts\EC-18.dgn $$$$USERNAME$$$$8/17/99 1 8 1 1 c . 0 9 5 1 0 2 P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L M A T T I N G F O R I D 1 8 . 2 2 f t . w e i r 1 0 x 5 x 3 P R O P O S E D D I T C H L I N E . I N S T A L L P S R M I N T H E I D 1 8 . 3 2 f t . w e i r 9 x 3 x 3 I D 1 8 . 4 2 f t . w e i r 1 0 x 5 x 3 I D 1 8 . 7 2 f t . w e i r 1 0 x 5 x 3 I D 1 8 . 5 2 f t . w e i r 9 x 3 x 3 2 - 1 8 " W a ttl e s @ 8 8 ’ 10 - 18 " W a t t l e s @ 3 9 ’ 1 - 18 " Wa ttles @ 2 2 ’ + 3. 0 % + 7 . 0 % + 8 . 0 % + 9 .0 % + 2 . 0 % I D 1 8 . 1 2 f t . w e i r 1 4 x 7 x 3 I D 1 8 . 8 2 f t . w e i r 9 x x 3 102+00 103+00 104+00 105+00 106+00 1 0 7 + 0 0 108+00 T 4 0 . 6 F 1 2 . 8 9 6 . 4 F 4 0 . 7 4 2 . 4 F 1 3 . 7 2 4 . 8 F 4 . 9 5 8 . 7 C 2 7 . 8 4 5 . 8 C 1 9 . 2 3 3 . 7 C 1 1 . 1 1 8 . 5 C 1 . 0 3 1 . 4 C 9 . 6 1 8 . 5 C 1 . 0 8 7 . 8 F 3 6 . 4 2 0 . 0 + 3 4 1 3 . 7 + 5 6 1 7 . 0 C 0 . 0 1 5 . 0 F 0 . 0 + 9 4 +94 +13 Soil +45 Gravel 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 1 2 8 / 1 4 7 T O Y E S H O L D E N F F F F T T F T C C C C C S R 15 2 6 B S A M P S O N R O A D 5 0’ 1 8’ R O A D S I G N 4 2 . 6 F 1 3 . 8 4 . 4 + 8 4 0 . 0 F 6 . 2 5 5 . 3 + 7 3 3 3 . 1 + 7 2 High Peak Rd. A B A N D O N 102+00 103+00 104+00 105+00 106+00 1 0 7 + 0 0 108+00 T 4 0 . 6 F 1 2 . 8 9 6 . 4 F 4 0 . 7 4 2 . 4 F 1 3 . 7 2 4 . 8 F 4 . 9 5 8 . 7 C 2 7 . 8 4 5 . 8 C 1 9 . 2 3 3 . 7 C 1 1 . 1 1 8 . 5 C 1 . 0 3 1 . 4 C 9 . 6 1 8 . 5 C 1 . 0 8 7 . 8 F 3 6 . 4 2 0 . 0 + 3 4 1 3 . 7 + 5 6 1 7 . 0 C 0 . 0 1 5 . 0 F 0 . 0 + 9 4 +94 +13 Soil +45 Gravel 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 1 2 8 / 1 4 7 T O Y E S H O L D E N F F F F T T F T C C C C C S R 15 2 6 B S A M P S O N R O A D 5 0’ 1 8’ R O A D S I G N 4 2 . 6 F 1 3 . 8 4 . 4 + 8 4 0 . 0 F 6 . 2 5 5 . 3 + 7 3 3 3 . 1 + 7 2 High Peak Rd. A B A N D O N M AT C H LIN E**108+55 MATCHLINE**115+25 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 20-JUN-2014 12:11 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\Plnshts\EC-19.dgn $$$$USERNAME$$$$8/17/99 1 9 1 1 c . 0 9 5 1 0 2 I D 1 9 . 3 2 f t . w e i r 9 x 3 x 3 P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L R I P R A P F O R P R O P O S E D D I T C H L I N E . E R O S I O N C O N T R O L I N T H E I N S T A L L R I P R A P F O R I D 1 9 . 1 2 f t . w e i r 1 2 x 4 x 3 I D 1 9 . 2 2 f t . w e i r 9 x 3 x 3 P R O P O S E D D I T C H L I N E . I N S T A L L P S R M I N T H E PROPOSED DITCH LINE. EROSION CONTROL IN THE INSTALL RIPRAP FOR 3 0 D a y O p t i o n 8 - 18 " Wa ttle s @ 2 2 ’ 13 - 18 " W a t t l e s @ 2 6 ’ 8 - 1 8 " W attl e s @ 3 0 ’ 2 - 1 8 " Wattles @ 4 8’ +50 - 12 . 0 % - 11.0 % I D 1 9 . 4 2 f t . w e i r 9 x 3 x 3 109+00 110+ 00 111+00 112+00 113+00 114+00 115+00 3 7 . 0 F 1 1 . 0 5 0 . 6 C 2 2 . 4 6 3 . 7 C 3 1 . 1 5 4 . 4 C 2 4 . 9 4 0 . 7 C 1 5 . 8 5 1 . 5 C 2 3 . 0 3 2 . 3 C 1 0 . 2 7 9 . 9 C 4 1 . 9 8 1 . 8 C 4 3 . 1 5 8 . 7 C 2 7 . 8 5 6 . 0 C 2 6 . 0 1 5 . 0 F 0 . 0 1 5 . 0 F 0 . 0 2 0 . 6 C 2 . 4 1 8 . 8 F 1 . 9 1 3 4 . 4 + 2 0 6 7 . 0 + 2 7 1 6 . 6 + 4 7 4 0 . 0 F 1 2 . 5 +98 1 1 2 8 / 1 4 7 T O Y E S H O L D E N 1 1 2 8 / 1 4 7 T O Y E S H O L D E N 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T F T C T F T T C C C T 5 0’ 1 8’ 3 . 7 + 2 8 0 . 0 F 2 3 . 0 4 0 . 0 F 1 2 . 5 0 . 0 F 1 2 . 5 0 . 0 C 2 1 . 4 0 . 0 C 1 8 . 5 0 . 0 C 3 3 . 7 1342/269 DOUGLAS OWEN COFFEY (TRUSTEE) BETTY M COFFEY (TRUSTEE) OWEN COFFEY FAMILY TRUST 2 4 2 4 3 4 AB AN D ON ABANDON AB AN D ON A B A N D O N 109+00 110+ 00 111+00 112+00 113+00 114+00 115+00 3 7 . 0 F 1 1 . 0 5 0 . 6 C 2 2 . 4 6 3 . 7 C 3 1 . 1 5 4 . 4 C 2 4 . 9 4 0 . 7 C 1 5 . 8 5 1 . 5 C 2 3 . 0 3 2 . 3 C 1 0 . 2 7 9 . 9 C 4 1 . 9 8 1 . 8 C 4 3 . 1 5 8 . 7 C 2 7 . 8 5 6 . 0 C 2 6 . 0 1 5 . 0 F 0 . 0 1 5 . 0 F 0 . 0 2 0 . 6 C 2 . 4 1 8 . 8 F 1 . 9 1 3 4 . 4 + 2 0 6 7 . 0 + 2 7 1 6 . 6 + 4 7 4 0 . 0 F 1 2 . 5 +98 1 1 2 8 / 1 4 7 T O Y E S H O L D E N 1 1 2 8 / 1 4 7 T O Y E S H O L D E N 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T 1 3 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M I L Y T R U S T F T C T F T T C C C T 5 0’ 1 8’ 3 . 7 + 2 8 0 . 0 F 2 3 . 0 4 0 . 0 F 1 2 . 5 0 . 0 F 1 2 . 5 0 . 0 C 2 1 . 4 0 . 0 C 1 8 . 5 0 . 0 C 3 3 . 7 1342/269 DOUGLAS OWEN COFFEY (TRUSTEE) BETTY M COFFEY (TRUSTEE) OWEN COFFEY FAMILY TRUST 2 4 2 4 3 4 AB AN D ON ABANDON AB AN D ON A B A N D O N Sta 1 1 2 + 0 0 t o 1 1 3 + 0 0 Rt. N o E m b a n k m e nt C o nstr u cti o n M A T C H LI N E * * 1 1 5 + 2 5 M ATCHLINE**121+95 REVISIO NS H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . S H E E T N O . P R O J E C T R E F E R E N C E N O . 20-JUN-2014 13:46 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\Plnshts\EC-20.dgn $$$$USERNAME$$$$8/17/99 2 0 1 1 c . 0 9 5 1 0 2 ID 2 0 . 1 2 ft . w e ir 9 x 3 x 3 3 0 D a y O p t i o n P RO P O S E D D ITC H LIN E . E R O S IO N C O N TR O L IN TH E IN S T A LL RIP RA P F O R ID 2 0 . 2 2 ft. w e ir 14 x 7 x 3 ID 2 0 . 3 2 ft . w e ir 9 x 3 x 3 P RO P O S E D D ITC H LIN E . E RO S IO N C O N TR O L IN TH E IN S T A LL M A TTIN G F O R 2 - 18 " Wa ttle s @ 6 7 ’ -9.0% - 7.0 % - 4 .0 % 117+00 119+00 1 2 0 + 0 0 121+00 T T 1 7 . 0 C 0 . 0 3 2 . 3 C 1 0 . 2 6 1 . 1 C 2 9 .4 1 9 . 4 F 2 . 2 2 9 . 8 F 7 . 4 1 4 . 1 + 3 6 1 5 . 1 + 8 1 3 9 . 8 + 9 6 1 7 . 5 + 6 6 1 7 . 0 C 0 . 0 1 5 . 0 F 0 . 0 2 0 . 3 C 2 . 2 + 2 0 +20112 8 / 14 7 T O Y E S H O L D E N 13 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M IL Y T R U S T 3 6 5 / 3 15 T O N Y W A Y N E H A L L F F F F F F T C C C C 2 1 . 0 F 3 . 0 2 6 . 4 F 5 . 7 S R 15 2 6 B S AMP S ON R OAD 24" CMP 18" R CP 5 0 ’ 1 8 ’ +81 Gravel DUGGER FIRE TOWER RD. R O A D S IG N 1 1 . 0 + 8 4 1 5 . 0 F 0 . 0 3 P O W E R B O X E S 3 2 .3 + 6 4 116 + 0 0 118+00 W E T D I T C H 2’ STREAM 8" STREAM 1 8 " S T R E AM 2 7 3 4 2 4 13 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M IL Y T R U S T 2 4 2 4" C S P WET D ITCH Triplette Creek 5 0’ 1 8’ S p r i n g B e g i n G a p S e c t i o n E O P S t a 12 0 + 0 0 117+00 119+00 1 2 0 + 0 0 121+00 T T 1 7 . 0 C 0 . 0 3 2 . 3 C 1 0 . 2 6 1 . 1 C 2 9 .4 1 9 . 4 F 2 . 2 2 9 . 8 F 7 . 4 1 4 . 1 + 3 6 1 5 . 1 + 8 1 3 9 . 8 + 9 6 1 7 . 5 + 6 6 1 7 . 0 C 0 . 0 1 5 . 0 F 0 . 0 2 0 . 3 C 2 . 2 + 2 0 +20112 8 / 14 7 T O Y E S H O L D E N 13 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M IL Y T R U S T 3 6 5 / 3 15 T O N Y W A Y N E H A L L F F F F F F T C C C C 2 1 . 0 F 3 . 0 2 6 . 4 F 5 . 7 S R 15 2 6 B S AMP S ON R OAD 24" CMP 18" R CP 5 0 ’ 1 8 ’ +81 Gravel DUGGER FIRE TOWER RD. R O A D S IG N 1 1 . 0 + 8 4 1 5 . 0 F 0 . 0 3 P O W E R B O X E S 3 2 .3 + 6 4 116 + 0 0 118+00 W E T D I T C H 2’ STREAM 8" STREAM 1 8 " S T R E AM 2 7 3 4 2 4 13 4 2 / 2 6 9 D O U G L A S O W E N C O F F E Y ( T R U S T E E ) B E T T Y M C O F F E Y ( T R U S T E E ) O W E N C O F F E Y F A M IL Y T R U S T 2 4 2 4" C S P WET D ITCH Triplette Creek 5 0’ 1 8’ S p r i n g B e g i n G a p S e c t i o n E O P S t a 12 0 + 0 0 2 f t S t r e a m 1 1 C . 0 9 5 1 0 2 ( C O N S T ) R A T I N G : C ; T r E X I S T I N G P I P E S I Z E : S R 15 2 6 B S A M P S O N R D . D A T E : 6 - 1 7 - 1 4 REVISIO NS S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 1 6 R / W S H E E T N O . 8/17/99 20-JUN-2014 12:11 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\SR1526B_Hyd_prm _wet_92+41.dgn $$$$USERNAME$$$$ 5 0’ 1 8’ S T R E A M N A M E : U n - n a m e d t r i b u t a r y t o J o e ’s C r e e k ( I N D E X 12 - 19 - 11) 2 5 ’ x 2 4 " N E W P I P E S I Z E : 4 5 ’ x 2 4 " P I P E T O B E L A I D O N A 9 0 S K E W WI T H 2 % F A L L W E T P I P E S U R V E Y S T A . 9 2 + 3 8 S H E E T 1 O F 2 91+00 92+00 93+00 15 " C M P 24" RCP 12" S T R E A M 12 " S T R E A M 5 0 ’ 6 ’ 6 ’ 9 ’ 9 ’ 2 f t S t r e a m S T R E A M N A M E : T r i p l e t t e C r e e k ( I N D E X 12 - 19 - 11- 3 ) R A T I N G : C ; T r E X I S T I N G P I P E S I Z E : 3 0 ’ x 2 4 " S R 15 2 6 B S A M P S O N R D . W E T P I P E S U R V E Y S T A . 119 + 6 3 1 1 C . 0 9 5 1 0 2 ( C O N S T ) D A T E : 6 - 1 7 - 1 4 118+00 119+00 120+00 121+00 N E W P I P E S I Z E : 5 0 ’ x 3 6 " P I P E T O B E L A I D O N A 6 9 S K E W W IT H 2 % F A L L REVISIO NS S H E E T N O . P R O J E C T R E F E R E N C E N O . H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R 2 0 R / W S H E E T N O . 8/17/99 20-JUN-2014 12:11 R:\Road_Projects\Secondary\Watauga\SR1526B\EC W ork\SR1526B_Hyd_prm _wet_119+63.dgn $$$$USERNAME$$$$ S H E E T 2 O F 2 T S R 15 2 6 B S A M P S O N R O A D 24" CMP 1 8" R C P +81 Gravel DUGGER FIRE TOWER RD. W E T D I T C H 2’ STREAM 8" STREAM Triplette Creek 5 0’ 1 8’ B e g i n G a p S e c t i o n E O P S t a 12 1+ 0 0 5 0 ’ 6 ’ 6 ’ 9 ’ 9 ’