The URL can be used to link to this page

Home My WebLink About20131222 Ver 1_Application_20131126��a� yp .�' a'A T � � �l��'� STATE OF NORTH CAROLINA DEPARTMENT OF 'TRANSPORTATION P�� MCC�c��tY CiOVERI�OR November 26, 2013 N.C. Division of Water Resaurces Wilmington Regional Office 127 Cardinal Dri�ve Extension Wil�nington, North Carolina 28905 ANTHONY 1. TATA SECRETARY ATTENTION: Mr. Mason Herndon Environmental Senior Engineer SUBJECT: Water Quality Certification 3583 Application for burial waiver on pipe replacement on SR 1697 (Clay Hill Road), Onslow County. WBS# 3B.206711 (DWQ Permit Fee: $246} Dear Mr. Herndon: Please find enclosed a PCN application frorri the North Carolina Department �f Transportatior� (NCDOT) for a Water Quality Certification 3883 (corresponding with Nationwide 3 permit) hurial waiver for the pipe replacement on SR 1697 (Clay Hill Rd) , 500 feet North of SR 1520 (Bill Canady Road) in Onslow County. The scope of the project wil] be to replace the existing 39' Iines, one 48" CMP and one 36" CMP with hvo 38' lines @ 60"x46" aluminum CMAI' with aluminum inlet headwall with wings and aluminum outlet headwall. Currently the stream siope is 1.5% over 115 Iinear feeE. NCDOT prapases to ptace the pipes with an inlec invert of 92.5 and an outlet invert of 92.0, givin� the proposed pipe a slope of 1.3%. The inlet in�vert is buried accordingly with the permit conditions and upstream elevations. Howe�er, the outlet invert is reiatively level with downstream eler+ations (92.06 r� 2' downstream; 91.47 @ 1S' downstream; 91.97 cr 40' downstream). Burying the pipe below 92.0 will create a greater sIope of the pipe and potentiaily cause a blowhole s�tuation. Currently the outlet invert is perched. By copy of this letter and enclosures, NCDOT is providin� courtesy natice to the U.S. Army Gorps oi Engineers for this work under a Water Quality Certification 3883 If you ha�e any questions or need any additional information, please contact me at {9i0} 341-200D. Sincerely, I j f �i Celia Foushee Engineerina `�echnician Enc[osures Cc: Sonia Carrillo, NCDWR Brad Shaver, USACE Stoney Mathis, NCDQT �aQl B�IRBADOS BLVD. CASTi.E HAY�fE, NC 2$429 Phone:(9I0)3�k1-2000 Pax:(9I0}675-Q143 �.,'. Q��F 1N A 7F9�G � � � � � D Y Office Use Only: Corps action ID no. DWQ project no. �orm Versian 1.3 Dec 1 D 2D08 Pre-Consfruction Notification PC Form A. A Iicant Znforxaaation '[. Processing 1 a. �'ype(s} of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number: 1c. Has the f�WP or GP number �een verifisd by th� CorPs? � Yes ❑ i�o 1d. Type(s} of approvaf sougi�t from the DWQ (check all #hat apply}: � 4D1 Water Quality Certifica�ion — Regular ❑ Nan-404 Jurisdictional GeneraE Permii ❑ 40� Wa#er Quality Certif[cation — Expr�ss ❑ Riparian Buffer Authorization 1e. ]s ihis notificatian solely for the record For the record only far DWQ 401 For the record only for Corps Permit: b�cause writien appro�a] is not required? Certification: ❑ Yes �f No ❑ Yes � No �f. Is payment into a miiigaiion bank or in-lieu fee program proposed for m9tigation � Yes � No of impacts? ]f so, atfach the acceptance letter from mitigation banK or in-lieu fee prograrn. 1 g. Is the prajeci located in any of NC's twenty coasfal counties. ]f yes, answer 1 h � Yes ❑ No below. 1 f�. Is tf�e project ]ocated within a[VC DCM Area of Environmeniaf Cancem {AEC)? ❑ Yes � No 2. Project Information 2a. t�ame of project: SR 1697 Clay Hill Road 2b. County: Onslow 2c. Near est municipality 1 town: Sneads Ferry 2d. Subdivision name: NIA 2e. NCDOT only, T.I.P. ar stafe 3B2fl67� 1 projeci no: 3. Owner Ir�formation 3a. Name(s) on Recarded Deed: Norfh Carolina Department of 7ransportation 3b. Deed Book and Page t�o. N1A 3c. Resp onsil�le Party (far LLC if ��A applicable): - 3d. Streaf address: NIA 3e. City, state, zip: NIA 3f. Telephone no.: NIA 3g. Fax no.: NIA 3h. Email address NIA Page I of 11 PCN Form — Version 1.3 �ecember 10, 2008 Version 4. App[�cant ]nformation {if different from awner} 4a. Applicant is: ❑ Agent � Other, specify: 4b, Name: Karen E. Fussell, P.E. 4c. Busines s name I�orth Carolina Department of Transportation (if applicable): 4d. Street address: 5501 Barbados Blvd 4e. City, staie, zip: Castle Hayne, NC 28429 4f. Telephone no.: 9'[Q-341-2a00 4g. Fax no.: 9��-375-0143 4h. Email address: NIA 5. A�entlConsultant [n#ormation (if aPplicab[e) 5a, Name: Celia Foushee 5b. Business name [�orth Carolina Department of Transpo�tation {if applicable): 5c. 5treet address: 5501 Barbados B{vd 5d. City, state, zip: Casile Nayne, NC 2$429 5e. Talephone na.: 9� Q-341-2048 5f. Fax no.: 91 Q-675-�143 5g. Email address: cbfoushee@nedot.gov Page 2 of 11 PCN Form — Version 1.3 December 90, 2008 Version B. Project ]nformaiion and Prior Project History '[. Properiy Edenii#ication 1a. Property identification no. (tax PW or parcel ID): 1 h. Site coordinates (in cEecimal degrees}: Latitude:34.393215 Longitude: - 77.3932'] 5 (bD.DDD�Db) (-��_�DDDDD} 1c. Property size: <0.01 acres 2. Surtace Wat�rs 2a. Name of nearest body of water (stream, river, eic.) to Charles Creek proposed project: 2b. Water Quality Classi�icatian of nearest receiving water: SA, HQW 2c. River basin: White �ak 3. Proj�ct Description 3a. Describe the existing canditions on ihe site and the genera! land use in the �icinity of the praject at the iime af fhis applicatian: ihe exisiing pipes are one 39' line @ 48" CMP and one existing 39' line @ 36" CMP. The outlet is perched. The surrounding fand use is residential. There is a power line carridor over the inlet. Beyond the corridor the area is wooded. The outlet consists of mostly sma[ler tr�es and shrubs. 3b. List fhe total �stimated acreage of all existing wetlands on the property: �0.09 (M65 sfl 3c. List tf�e #otal estimated linear feet of all exis#ing s#reams (intermittent and perertnial) an fhe praperty: 1'[5 LF 3d. Explain the purpose o# the proposed project: The ex[sting pipe has served its usefule life and needs to be replaced to preserve the safety and mobility of the traveling pub[ic. Th[s project will provid� a n�w cross line at the same locatian and eliminated a perched outlet situation. 3e. Describe the overall projecf in detail, including the type of equipment to be used: The two existing pipes will be remo�ed and replaced with two afuminum CMAP pipes and headwalls. A crane, trackha� andlor excavaior, and multiple dump trucks will be needed. Grading and paving equipm�nt will be needed at the end of the project. Equipment wi[E be stored on-site on high ground ar�as. Site will be dewatered and bypass pumping will be utilized. 4. Jurisdictiana[ �eterminations 4a. Ha�e jurisdictional wetland or stream determinafions by fhe Gorps or State been requested ar nbtain�d fnr this property 1 project (including all priar phases) in the past? � Yes ❑ No ❑ E�nknown Corrfinents: Field visit on No�ember 6, 2D�3 4b. If the Corps mac[e ihe jurisdictional determinatian, whai type � PreEiminary � Final of determinaiion was €nade? 4c. If yes, who delineated the jurisdiciional areas? A9ency/Consultant Corr�pany: US Army Corps of Engineers Name (if known}: Brad Shaver Other: 4d. If yes, list the dates of the Corps jurisdictionai de#erminations or Staie determinations and attach documentation. Action ID: 2013-02�79; [ssued 1 1122120 1 3 5. Praject History 5a. Flave permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (induding al! prior phases) in ihe past? 5b. lf yes, explain in detail according to "h�lp file" instructions. . Page 3 of 'i 1 PCN Form — Versian �.3 �ecember 10, 20p8 Version 6. Futur� Project Plans 6a. ls this a phased projeet? ❑ Yes � No 6b. lf yes, �xplain. Page 4 of � 1 PCN �'orm — Version 1.3 December 10, 2008 Version C. Proposed [mpacts In�entory 9. ]mpacts 5umrnary 1 a. Which sections were completed below for your project (check aEl thaf apply): � Weflands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland ]mpacts ]f th�re are wetlanc[ impacts propased on the site, then eomp[ete this questian for each wetiand area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type ofjurisdiction nu�nber- Type of im�act Type of wetland For�sted (Corps - 404, 10 Area af impact Permanent (P} or (if known) DWQ - nan-4a4, other) (acres) Tem ora T Wetland Riverine Swamp ❑ Yes � Corps W� � P� T exca�ation Forest � No j�J DWQ <0,01 (62.4 s� W2 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W� � P ❑ � ❑ Yes ❑ Corps ❑ No ❑ �WQ W5 ❑ P[] T ❑ Yes ❑ Cor�s ❑ No ❑ DWQ W6 ❑ P � T ❑ Yes ❑ Corps ❑ Na ❑ DWQ 2g. Total wetland impacts <0.0'i (62.4 sfl 2h. Comments: 3. 5trearn lmpacts lf there are perennial ar intermiften� stream impacts (including temporary impacts) praposed on the site, then complete this question for a[6 stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdictian Average [mpact number - {PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent pllVQ -. nan-4D4, width ([inear Temporary (� il��)? other) {feet) ��et} S9 � P❑ T Exca�ation Charles Creek � PER � Corps 3�5 4 ❑ INT � DWQ S2 ❑ P� T Dewatering Charles Creek ��'ER � Corps 3-5 40.5 Acti�ities ❑ 1N7 � DWQ S3 ❑ F❑ T ❑ P�R ❑ Corps ❑ INT ❑ DWQ 54 ❑ P � T ❑�'�� ❑ Corps ❑ lNT ❑ DWQ S5 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P j� 7 ❑ PER ❑ Corps ❑ 1NT ❑ DWQ 3h. Total stream and tributary impacts 44.5 3i. Comm�nts: Page 5 of 11 PCN �orm -� Version 1.317ecember 10, 2pa8 Version 4. Open Water lmpacts If there are praposed impacts to lakes, ponds, estuaries, tributaries, sounds, the AtEantic Ocean, or any other open water of the 1i.5. fhen indi�idually [ist a[l op�n water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number— (if applicable) Type of impaci Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 03 ❑P�]i 02 ❑POT 03 ❑P❑T 04 ❑P❑T 4f. TotaI open water iznpacfs 4g. Comments: 5. Pond or I�ake Consfruction If ond or lake construction ro osed, then cam lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland lmpacts (acr�s) 5tream lmpacts {feet) Upland Pond ID proposed use ar purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 Sf. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. �x�ecied pond surface area (acres): 5j. Size of pond watershed �acres): SEc. Method of construction: 6. Buffer Impacts (for DWQ} If project will impact a protect�d riparian bufFer, then complefe the chart belaw. If yes, then individually list all bufFer impacts below. [f an irri acts re uire miti ation, then ou MUST fill out Sectior� D of this farm. 6 a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buifer impact number— Reason Buf#er Zone 1 impact Zone 2 impact permanent {P) or for Stream narr�e mitigation {square feet) (square feet} Tam ara T im act re uired? B1 ❑ P ❑ T ❑ Yes ❑ No B2 ❑ P j� T ❑ Yes ❑ t�o B3 ❑ P ❑ T ❑ Yes ❑ No 6h. Tatal buffer impacts 6i. Comments: Page6o#1� PCN Form — Version 1.3 December '[ 0, 2008 Version D. [mpactJustification and Mitigation �I. A�oidance and Minimization 'i a. Speciftcally describe measures #aken to a�oici or minimize the proposed impacts in designing project. ihe cu[vert is the minimum length necessary needed to establish a safe roadway section. Th� proposed pipes are set ai in�erts that closeEy match the existing stream elevatians ar�d wi{E eliminate the perched outlet. 1 b. 5pecificalfy describe measur�s taken to avoid or minimize t�e proposed impacts throug� construction iechniques. Dewaiering devices and bypass pumping will ba utilized. Orange safety fence will be utilized at the stream impact [irt�its and around the wetland excavation bounc[ary to ensure no further im�acts ara made outside of perrr�itted limits. Sediment and erosion control BMPs will be utilized throughout the project. 2, Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. �oes the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. ar Waters of the State? 2b. If yes, mitigation is required by {check all that apply): ❑ DWQ ❑ Corps ❑ Miiigation bank 2c. if y�s, which mitigat ion option will be used for this project? ❑ 1'ayment to in-lieu fee program ❑ Permittee Responsible Mitigaiion 3. Complete if Using a Mitigetion �ank 3a. Name af Mitigation Bank: 3b. Credits Purchased (at�ach receipt and letter) Type Quantity 3c. Comments: �4. Camplete if Making a Paymenfi to ln-lieu Fee Program 4a. Appro�al letter from ir�-[ieu fee program is aftacF�ed. ❑ Yes 4b. Stream miiigation requested: linear feet 4c. If using sfream mitigaiion, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetiand mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comrnents: 5. Complete if Using a Permiktee Responsible Mitigation Plan 5a. !f using a permittee responsibEe mitigation plan, pro�ide a description of the proposed mitigation plan. Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigafiion (State Regulated Riparian Buffer Ru[es) -- requireri by DWQ 6a. Will the project resu[t in an impact within a prot�c#ed riparian buffer ihat requires ❑ Yes � No buffer mitigation? 6b. !f yes, then identify the square feet of impact to each zone of the riparian buffer ihat requires mitigatian. Calculate the arr�ouni of mitigation required. Gc. 6d. 6e. Zone ��son for irnpaci Total impact Multiplier Required mitigatian (square feet) {square feet} Zon� 1 3(2 for Cataw�a) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mifigation bank, permittee responsib[e riparian buffer restoration, payment into an approveri in-lieu fee fund). 6h. Comments: Page 8 of 11 i'C!U Form — Version 1.3 December 10, 200$ Version �. Stormwater Managem�nt and Diffuse Flaw Plan (requireci by DWQ) �i. Diffuse Flow Plan 1 a. I]oes the project incl�de or is it adjaceni to protect�d riparian buffers identified � Yes � No within one of the NC Riparian Buffer Protection F2ules? �b. If yes, then is a diffuse f{aw plan included? !f no, ax�lain why. ❑ Yes ❑ No Comments: 2. 5tormwater Mana ement P[an 2a. What is the overal[ percent imperviousness of this project? --20% 2b. Does this project require a Stormwater Management P[an? � Yes ❑ f�o 2c. If this project DO�S NOT require a Stormwater Management Plan, explain why: 2d. If this praject DOES require a Stormwater Managerr��nt Plan, th�n pro�ide a brief, narrati�e description nf fhe plan: A project specific SMP is not required. This project does not add any additional impenrious area and the amaunt af pipe in the stream has been min[mized. A flaodplair� af the inlet and auflet of t�e pipe has also been incorparated in the project. ❑ Certified Local Government 2e. Who will be res�onsible for the re�iew of the Stormwater Management Plan? ❑ DWQ Stormwater Prograrr� � E�WQ 401 Unit 3. Certified Local Government 5tormwater Re�iew 3a. In which lacal government's jurisdiction is this projact? ❑ PE�ase II 3b. Which of the follawing locally-imp[emented siormwater management programs ❑ NSW apply (checfc all that apply}: ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the appro�ed Stormwater Management Plan with praof of appro�al been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Re�iew ❑ Coastal counties ❑ HQW �4a. Wi�ich of the fol[owing stat�-imp[ert�ent�:d storrr�wat�r management programs appfy � ORW (cE�eck all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management P{an with proo# of approvaf been attachecf? NOTE; The plan is described above, but is being submitted for the firsf � Yes ❑ No ti�ne with this appiication. 5. E}WQ 401 tJnit 5tormwater Review 5a. Does the Siormwater Managerr�ent Plan meet the appropriate requirements? � Y�S ❑�!a 5b. Ha�� all of the �401 Unit submittal requirernents been met? ❑ Yes ❑ No Page9of11 PCN �orm -- Version 1.3 December 10, 20q8 Version F. 3upplementary Information 1. En�ironmental Documentation (DWQ Requiremer�t) 'ia. Does the project invo[ve an expendi#ure of public (federallstatellocal) funds or the � Yes ❑ No use of public {federal/state) land? 9 b. 9f you answered "yes" ta the abo�e, do�s the project require preparatior� of an environrr�ental documen� pursuant to the requirements of the Nationai or State ❑ Yes � No (Norkh Carolina} �nvironrnental Po[icy Act {NEPA/SEPA)? Only MCDC required 1 c. If you answered "yes" io the abo�e, has fhe docurnent review been finalized by the Stete C{earing House? (If so, aftach a copy of the N��A or S�PA finel approval ]etter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violatinn of DWQ Wetland Rules (15A NCAC 2H .05b0), Isolated Wetland R€�les ('i 5A NCAC 2H .1300), DWQ SurFace Water or Wet[and 5tandards, ❑ Yes � No or Riparian BufFer Rules (15A �ICAC 2B .020Q}? 2b. Is ihis an after-the-fact permit application? ❑ Yes �f No 2c. If you answered "yes" to one ar both of ihe a�ove questions, pravide an explanation of the violatian(s}: 3. Cumulati�e Impacts (DWQ Requirement) 3a. Wiif this project (based on past and reasonably anticipated future impacts) result in � Yes � No additiona! develapment, which could impact nearby downsiream water qualiiy? 3b. 1f you answered "yes" to the above, su�mit a qualitative or quantitative cUmulativa impact analysis in accordance with the most recent DWQ policy. lf you answered "no," provide a short narrativ� description. 7his project is one which qualifies as a mir�imum criteria (category 9) under '� 9A NCAC D2F.10'1 D. As such, the project is in a category of projects that add eit�er no or a minor amount of new impervia�s sur�ace direct, indirect, or cumulatively. Therefore, the project will not result in curt3ulati�e im�acts that cause or will cause a violation of downstream water quality s#andards. 4. Sewage DisposaI (C]WQ Requirement) 4a. Clearly detaiE the ultimate treatment methods ar�d disposition (nan-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facilEty. N/A Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protect�d speci�s or � Yes � No habitat? 6b. Ha�e you chec€ced with the LISFWS conceming Endangered Species Act �j Yes � No impacts? ❑ Raleigh 5c, If yas, ind icate the USFWS Field Office you have contacted. ❑ Ashe�ille 5d. What daia sources did you use to determine whether your site would impact Endar�gered Species or pesignated Critical Habitat? NC fVatural Heritage Program's GIS daia. 6. Essentiel �ish Habiiat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fsh habitat? � Yes ❑ Na 6b. Whaf data sourees did you use io determine whether your site would impact Essential Fish Habitat? NCDENR Fishing Nursery Areas Mapping tool 7. Histaric pr Prehistoric Culturaf Resources (Corps Requirement} 7a. Will this praject occur in or near an area fhaf the state, federal or tribal go�arnments ha�e designated as having historic or cultura[ preservation � Yes � No status (e.g., National Historic Trust designation or properties significant in �Iorth Caralina nistory and archaeology)? 7h. What data sourees did you use to determine whether your site would impact historic or archeological r�so[arces? f�C State Historic Preservation Office HP�W�B GIS service S. FloocE Zone Designation (Corps Requiremen�) 8a. Will this project occur in a FEMA-d�signated 100-year floodp[ain? � Yes ❑ No 8b. If yes, expla9n how project meets FEMA requirements: Sc. What source(s) did yau use ta make the floodplain determination? F�MA GIS data Celia k'oushee 1 �12612013 Ap�[ican�/Agent's Printed Name ApplicantlAg�nt's Signaiure Date {AgenYs signature is valid only i# an authorization I�tter from the applicant is rovided. Page 11 of � 1 PClV Form — Version 1.3 �ecember 10, 2008 Version CLAY HILL RD (SR 1697) - APPROX. 500 ft. NORTH BILL CANADY (SR 1520) - ONSLOW COUNTY - Crosses over Charles Creek (SA HQW) � 800 1,600 3,200 4,800 6,400 ` I� CLAY HILL RD (SR 1697)- APPROX. 500 ft. NORTH BILL CANADY RD (SR 1520) - ONSLOW COUNTY . . X ,.x• �'�. � }r � � 4, f �: r� 5t � °�. [ �� y � � � {� '�.l `} :`r '� ` .�•- � .�' �� t�� 4 �� Y ��. ��itZs �(� � t W 'i,�j�; 4; } � +�,y. si�g �,,� �� i �f�; �ls� �µt �� ,e � �. .� , Y �i � �QT "� ar .k� �i,s 3;. .'.�1.'�lt�'�,p. � 'R�P� ^�' r7 #,11 `�i�:�� '_�4 �� .��' � 't�c_'�.� nd „�,"7°r�� a� ,�a' 'ye y� . � #�. �y `�,` � � � °R r G3J" S � t\}' i� t Y � '� ..! 'r" � ' ° � i - -.O k� zJ .:i " a. , l0 � �j � F! . `� i ..T4 ^ n�' �-� � � e. { � . :� � � t L ° r "�.� R q 't' rb �4$.- �� ` � t�'�� a Cn ., ��-�� ' o . 3h ` ( . ..• g' � p� ` � b° . �� `f � s S �y a � � °S 5'� ��' � - . � fi r -�.7 t t �±^ t J � . _ . �.��?? ' a` � �^ � t� s :i'`� �t �� °` k � #.� r , � , ,1 ,� }�,,+� � �� E �[ r �" ''S �. i .' a: . e � � �,..'Of �-�`� � \� �.'� . � J'1..', p�. r d � t' � r J rP��J�} .' P��' Y"Fi'y l�, c �gTS �� -�} ,�.. �,,... '��. •'�#'•,�t2' ��, da�ia r.r.:: ._�lY?:y'�'�',: � C :. � 1 y .r4 F ,x x�L�� .ry �, I��...r� t . , �� i?'f �k1 �-�'�.��"a � .r'tl� z ti` � {�' , � ' r, ��ti#� �;�.}� ' a�,�, �..k , -Y;, +�'t'�.,ak_kr'� i,,� . �� yj._6R.� � �� .. , �;' n $•�` _ � •� � - � .�4. "� ` y . f� 4 '}_ s `�'F" .. . � � a } �r � `S a � t± �2'1g'� � C'r_ ��'b�t a'`` �r. b a� n� 4 s �.. c, � � �, r � � � dsf R ,, s > '- »*`„-� Y �) cs y '� - y. +. �,j ,� � � 3�. � - � a �`' ,p"w�4 a;` � t3'' � iJ�.,,+l. _. . i'f� NyF��'•a� ,1, iLi f- E� y�" y6`"•k ?� _. 1,1 y ��I . l. F F -�:"�,� �.1`ii,_ � � � fv �. 4'i Yy!' L 1� `a I. h R .. 4 � 4� : p �i � ' f;.x� a� � � • r j ; ,. � � , .� i � �� d,� ' .�3' v t r�1 p6 tn �' . , , w, F " ;��,4� `-�'�` • �c. :. �: � �� LZ .� .. 0� � 6 �� 4 /�Q., . t o c V . X . .�„ � ' r.. y �Y' �i # �_ , y{d h'-1.. F . ,a _ : I �s ��1t•� ' ��. e _ N ,7- r+* -ti }. ,�. ., - • :� . �. � , . � ••.! � •�� ,�t��^ I �. 1 � "e �� ;�C11 � �k�- l � : � ��Ly � �r�'*�� q�� 4 r�'. �' �p� �`�'i'a ry �� Clay Hill Rd SR 1697 �,r�� M1�� 7.'i�.. rA` �.� .� Tr. �d a�R} �i;*� �, .. _ .. � r �:� J � . � � � �, �,4i 4L�8 � . t ,�+�.�.�� ` C ,� ,� . � `.,:,��r r { . � � ; .�..� �r t � .c�i ;,,�. �..' S al _ - y 1.- y. .�� . � .ka G t� 1 r . Z 'ti. r . i k�.r 1'7,�t t'•J :-..r � a. z' : t �j � '. 4 Yt z r r Y � '� • ? �� A� �i � rJ- ai � r:�'' P y � .� ,�.; , ,.� �.+ �4 k r�., � t . _ i f �� }`3 4' :F t4 ��`� � r Y�¢ d�' � t t�'`14 � z. �2�-f-+S� i ' t � �,, ��:� � fi k, � j> i 1 °� `4 1 - F�,r r � °� ¢ - 7a�` .� Y s � .'*a�;�. :ri ° �.`.�i` �.�d.T _S�� ,. ,. . � Q • .4 � �: -,:�. .. :�� ,..'� i°: � '_ P �fl�-�: �r .� L � .� � ft. �t] �� :.- '� � > � ��y 5 �� . �'ti��# � � : �� , Charles Creek (SA, HQW) � - `,�t �. ' Pro�ect Location ' r � � r, _ , r.� 4 1 d -.Vi � . 4yt r, f -. �i h� !t rty�� r �,`'��' °�'�3 r .' �'Y � �...,�, � s ,�.�, _<q� �.. -� D �.r- � a�� .` ��' � T4� .,_.� `y+.� S s ' � z p. �� ' �(.,- �.� .._� � - � k ':6�� r� , -} y�.Y; ti��^ � '� k � ` � � , N\\\ �a 7• � , .� � � , i i � y�' �' : :' 3 �'� ��: "� A "� G�ay '� m � ._ � � ` �.� 4', %= v ; � F �.G� ` a '.�,`J -._� i,i ��c�'( i'� ,.s �y ''� e �,<��- " ir .�, � � 2 �',}�`„- ��:; ��\\`,F. �: �egt�' � a s i m r ` � �� i;R: �} 5 „ �-r ; ,,� � � '-r*• 4*dy`S .. � { i � '�'q �it* a � ':�t " (� � _, s r.�j t,;.��.� _ . +' � �r�. -s u{ 'i � . ''� ,, � �. �� ''��L "N� . 1 M -.. e .. ' .�r, `� - .� �� ar��+ '� `� y. _ � �* `� ri�y� " •�'� i 4 s,.�, �, �'w:- �i+" ,�, y.{3 � t ; ft?..x x `' '�f•r''. ,,�+ y��,� ' a� r'k/�� r � � n � t � �'�� K �. �}w � } �� 2i � �' � - t C �� Y� i �� ^� �':. � .. � „}i $ u �•, 0. ��p. ,P:A r tS� � °'�� ' ... � � � ��'�.�e �"n .�. a-, � � � ;` _ ` , c7;' .. ��5�,�9? �.:':.. . � a�} , s� � - s. �. �'� - �', ` +�,, , ,. ,. . ' ' � �;,:. Bill Canady Rd SR 1520 :F .�f� � { ��r _�;.. �. ,r:�x nf ` r�' { 4 P' �—s .. �:a y �"'µ '. � i �' � � � h � ..y �(; � .. ,A -P,rw } �� . �.{ � s rl �.�F r.A .0 �� y i��itE i-��4.�.v' �}'�e�^ r� �}[r�,ti ��i, �:� t *�� r'� y . .r x�. e.y�".. 4" i. �� t�1 •� r t� i T" r $�'' ':�+� ' e � ' �' K� - l e w t � yc � a ,� . r . �"�� ;�f � 4 :�T 6 r� � p� �.` ��.�k, ;t-., `tjF i;i � ,' � .� �.�, r . � T i,?�iR. ,.41y � ' �.� ��' �f ,�t �9 � k�t�+ � 1 � � . I � � '� ( �'Y" �' �. � ,z �� i ( � ay ti � �� .?" %�e � �' " � r .t�' � �c ' . � � �-,� � f'ir -�' ,rr� ' `.; �.� ,+.' 1 %�� .,: m.r a `-s,ti �M1 i , � i Q, e t e s pr _ � s,'.,� �9 �.,�� .� �. .�� x�.r� M1 � � r� "' . �� r: F � '�t� 'Ls,Y i `is'- F �? ^ \ r,�d � � < 4 . � - � t [� � 1 rR7- � -�"7 � � ,�{� '�� }� r fi '� t �' ,p • � �C ... � : � •�,t � d ,�,�s�`' � !t'� � � �i, 'y�5"'v '� . Y�,Q�'ti � 5 �� , . '} �i y�",,, � � y �,,� , :i �. . � 1 i � � � � �Y'�'�r ' � ��. ��y ' r � � . r?� q,� K„ .:a � Y+I . � � � g"' [_ a ��} �� : � ��"�.� ��- �'�w� �r �� 2l. � !7� �g,. �}�l`. � ;'� _ r� � � � �'.+;T. �i"d �i .� ., StR, �i,' s �,• + �t �' T Cb,��i - r4 #i , � � :�� ,+R' ,.. �.s.CS3 �: � �H rk�++ Vt'�� r" �� r "�i� �� Y> n.31 � hF�it;.. -'r �' � �1 a . �}A� f':.:L��F'� � �z�Ir� .�` - �.- ..� ��t { . �a� �,�r � 7��`,1�,�yl�y �S •S ( r� '� � ,� . ,g � ,�s�`�, t ,�y ��,� . i i �i¢ "` 1�.r1"� �a ' a , ��y.i `� . x r'4 a�.,,, , � � -.sf Y ��'�4 "� U ^, 4 -� r�'+��P�`�,y�, c�+� 2 } :[ t . � � ��.a�'�. �` � ��" f't s'� ��" LR' 1�- � i ,� e� � �� r f � � . r: ,�•�L � ;P tZ �P ,1 . s ;,�� a. ? _ �� i7 • u � � , r ,, � ; s 4 �� i.: :�,yr�." { '� s h` , �w' ' '� `�jt }�+% S � g�c%+.; �y :. t r4 � � -.. ` . k �'J . a r 1,,4 t J �" � d . > s k' "'" F~ i.b� ,�. �, • �6� � �� e i F �' �'.. � :i 4 , r J � ° y, �'� +h `tu� E i e 'S�# x �.,,:,, �' �`� 5� � a ytr,�� `-,� -� �i 't#� F; � i.§� l'L3'�' . r ;. � ,�, r a� .� q+4r��-i� � t+'�� . � Y a z{7 r �� e 'i' -. +..? ''.�,1� t ,� + ��` y ',.�i tr 7' �� ,�� f � ;: a T . . � .'�$�`i }i r.r �a { f� �^i .. -a � ��'�' y� �r., � l+? �F '��',�ar ��{�,, 2` � �..� �..�, f�Ki `��.' ^r ,� � Fs�.� ��:n� t t rr'. '�''t � *. ��d�� r*' �. � l� 1 fi5 L �`v ,�}' .� �a. �, µ�� 4r �y� t . .. �7`+P� x� 3 ;. r r _lt ` a F »? -= i�6" ' { •' � . y Xt �`t a �,�M'p�Y��Y -C p3�: t r r t +: � ,(� , °4� i �� '� a . ��.. ro .� ,�'�. 'a dS ;�� 5 d�s''� ,iPYA �`z'�{�' � ,� S { � '�,iL- � 1 G 1yy�y' Y y . � y . �J . �+. g�• :I� '�1 C., fi� '' P i, ' "a4 M �p -c s�+?, * , 'n� .� j . iT ��`f LY � . -y, Y� .� .a � � '�Si�� ?,� ��'� ��'f � �r+�" _- t, � ��' 4,,�arJ {a �,w . , ya � � i �z:,� k ;h�Y ;it "'4�. � .[.q.�� . �',,�'�.�A' � . ;. , j,+f �i _ ��{ t S7.rY,:�� 3'"'t ��a '� - R � r.` A'� � �A..' ^�� , }. *fi .��-;rr �j 'sk:`. y 5,z F .��.: t Y .i:+h°A,�`�r �. �.��:� � . , - ^? 9 � ,;,;"•��a ...-�•i+� �?_}. _�t�;�,. . '�'... � y;�V 9 (��.<'� + 4, .�?�7F...� f-:��.5 '3`- �+..rf- ^ ��y:`;,. j.3:��-� -�, y,. �� .<. ,r `` + '�r,... �,.. .; ;-� 0 312.5625 1,250 1,875 2,500 Feet CLAY HILL RD (SR 1697) - APPROX. 500 ft. NORTH BILL CANADY (SR 1520) - ONSLOW COUNTY - Crosses over Charles Creek (SA HQW) � 155 310 620 930 1,240 CLAY HILL RD (SR 1697) - APPROX. 500 ft. NORTH BILL CANADY (SR 1520) - ONSLOW COUNTY - Crosses over Charles Creek (SA HQW) 1 155 310 620 930 1,240 � � � '� � ��a�`- z ci� � � � a� � � �' :� � � o U .N c� Q �- a W U � � � .. �_ � a� � � W � c .«- c t- v � � � C6 Q E �wx�'�� W N g- U � ca U ? � � � C�6 � U � � � " � � U � @ N � � � � � � � C L � � � �. =�—a� � U � � a�i � � N � � . � � �� O U � � U � � � � U � V � i-+ a �� , ._ �o �� z ��,. � Q p� o H � � w � `� �� C C6 � � � � � � C U� C4 `8 C � C � CII � Ca � � "d v a � � N � � � �U � � � ,N fn .-. � O � � C O � � ch � 0 0 ai N � � � � � � < � 0 v � � (O � � — � � — �Y 7 � � Ca � � � N M O � Q � � � � � N � r: �` .--� v ��` � � 7 � � � � � � � � � N V C4 U CB .� �.�... �F C6 CO O.� .Pi C — O = O � � � U � " � ti Z CO � � � N � �- � � � � C C� 0 �] � ~ � ^ 0 � ��m� _ � M = ~ � O � ? O T U � m V O � Z U Zp��c°'o �Wr- �O�j� � � � o � o � v � � � � � � r 0 Q . � N ; � � �' � � CQ � � X � N � O I� � O�p O � " N +�+ j" � � `-' �� H � � � � � � N N � 2� +j (fl O � �, G� c� C (fl ta � � O � ge0 C :� �, C9 � y p � � � � � � � 3 � � � N I� Q .� � � N o��0 O � O � � � � � � � c� I~ X � N � N N r .e �. N � � C � � � � O � � Q � � � � d � < � SCALE I"=2' VERTICAL I"=10' HORIZONTAL DATA COLLECTEDo 09/04/13 � � � DATEo II/13/13 REVISEDo II/21/13 —cbf 99 98 97 96 95 ONS�OW - SR 697 P PE REP�ACEMENT - STREAM PROF �E PERMIT DRAWING:IOF 3 EXISTING g q 93 73 STREAMBED g 3 � 93,13 g 2 20.5' TEMPORARY IMPACTS FOR� DEWATERING, 23,5' FROM PIPE TO ALLOW FOR ROOM C� I EXCAVATING IN ADJACENT WETLANDS FOR FLOOQPLAIN CREATION. 90 89 88 60 50 C�� EXISTING PIPE 48" CMP -39'L (FLOODPLAIN PIPE) ,-------_ , --------� EXISTING PIPE 36" CMP(MAIN CHANNEL) ----------�-----__ EXISTING INLET INVERT: 93.54 -�{ 3' 93.19 �� PROPOSED STREAMBED EXCAVATION TO PLACE PIPE. PROPOSED INLET AREA BEYOND PERMANENT INVERT:92,5 STREAMBED EXCAVATION WILL BE RETURNED TO EXISTING GRADE ELEVATION.PERMANENT STREAMBED IMPACT FOR A SMOOTH TRANSITION, 40 �0 20 0 0 PROPOSED OUTLET INVERT: 92.0 PROPOSED � STREAMBED � �PERMANENT SURFACE WATER IMPACTS PROPOSED PIPE 2-60"x46"CMAP 3B'L HEADWALLS: 18' /EXISTING OUTLET INVERT: 43.55 3' 92,06 91,47 EXISTING STREAMBED 91.97 `20' TEMPORARY IMPACTS FOR EXCAVATION TO PLACE PIPE. DEWATERING. 23' FROM PIPE PERMANENT STREAMBED TO ALLOW FOR ROOM IMPACT FOR A SMOOTH EXCAVATING IN ADJACENT TRANSITION. UPLANdS FOR FLOODPLAIN CREATION, 20 30 40 50 60 �� 99 98 97 96 95 9q 93 92 91 90 89 88 SCALE O�ISLOW - SR 597 P PE REP�ACEMENT I"=2' VERTICAL I"=10' HORIZONTAL DATA COLLECTEDo 09/04/13 DATEo II/13/13 REVISEDo II/22/13—cb-f PERMIT DRAWINGe 2 OF 3 18' HEADWALL W/ 4.5' WINGS TEMPORARY EXCAVATION TO PLACE PIPE AND HEADWALL, TEMPORARY IMPACTS� FOR DEWATERING PROPOSED STREAMBE EXCAVATION � FLOW EXISTING PIPE 48" CMP - 39'L (FLOODPLAIN PIPE) EXISTING PIPE 36" CMP - 39'L (MAIN CHANNEU SR 1697 IB' HEADWALL PROPOS�D PIPE 2-60"x4 "CMAP 38'L - P�Af� V EW �PERMANENT SURFACE WATER IMPACTS �TEMPORARY SURFACE WATER IMPACTS PERMANENT WETLAND EXCAVATION TEMPORARY EXCAVATION TO PLACE PIPE AND HEADWALL UPLANQ EXCAVATION FOR CREATION OF FLOODPLAIN. MATCH PROPOSED INLET FLOODPLAIN ELEVATION. PROPOSED STREAMBED EXCAVATION TEMPORARY IMPACTS FOR DEWATERING DATA COLLECTEDa 09/04/13 DATEo II/13/13 PERMIT DRAWINGo 3 OF 3 NOT TO SCALE EXIST LEVEI � ��/� PROPOSED GROUND LEVEL 3oISLOPE ONS�OW- SR 697 P PE REP�ACEMENT- HEADWA�� PROF �E � EW � � � � � � � � � OUTLET pp�p�SED PIPEe <46" CMAP �ALLe 18' � — // / / I i i i . �'' 3' 18" FLOODPLAIN BENCH OUTSIDE OF FLOODPLAIN PIPEo EXISTING GROUND LEVEL � � / / IL / / / / / / ROPOSED GROUNDI EVEL 2el SLOPE