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HomeMy WebLinkAbout20140226 Ver 1_More Info Received_20140429:�; . � ; ;�„. ,.. � ; ♦_ ' ` �-= �'' �,•� �� �� ��` � � ,+ , "�r- .``; " . ���l�l�1� ��.. � �%�� �� 1��:��:� �.��.c��r�.�. ������� �� ����������� FA'I' Mc�R��i.� I�. t�. �o� 2��i� I, �:a�.e%��:, l'�+� ��"�r 1 l-5'�t�� 'T'C�1��"� TA.T.A►. Car��l`�RNt�R. 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T�.� p�r���rt �����c�t� �h�auld. nc�� r�:n�c��� c��r d�gr�d'� ��s��ti�.� ��t+�� �u:��t� �s��. �t�►��.�����r ��1� �� rt�ut+�d ���►u�;h �r;��� �a�r r+��c� �i�.��. c����h��, +��p�r�d.i�.� c�� ��:� ����� ���+� ����►�. �'���1 ���.d. �i�turb�.�� �►�11 b� l��s t�.�n. �. ��r�. �'ip� s�i��� �:�+ed. ��1� �b� t�:� ��.im��.r�a. �:�c�s��r� �+� cr+��t� � s�f'f � �r+a�.�:w� . �3 utili��n �he �rasi�ar� �+�r��r+a� �+��.��r+�� �u��ir���. �:� ��+� ����.��ar����� �c� ��� � � 3� � ap��c�.ti�n, �:��s�tr��a�. wat�r qu���r� �t���c�� ���� be p�r��+e����. .�►�� a��►�r��►���� ���'� ��1� `�� u�e� d��.�ir�� �c�n�����ic�n. �y +��►��r af" yt�� ����ctror�%c �+���r, i� i� �requ+��t�d. t��.� :��-�. ���r��. +�ha��.���r� ��.t�. �h+� �+�r�� ���►���� �'�i�c�i�'+� :�.e��►u��r+�e� ����%��i�►� �c+���rr���.t d.ir�+�t�� t� �c�� ���.�+����.� ��� ��� ���i�►r����� ;��r��.� �.��1���.t��n ��i�� � c+��� ���n� t�► �+�. � �c��� a�' �t�� �le�tr�ni� l+�t���r, i� �� r��u�st�� ��.�� �t�.� �iv���+�� ��° �"�a�+�� ��:�i�ty� �� 1 /��������.� � �.1ni�� ����.e �h� app�r�►�ri�.�� p+��� �'�►r� ��►�stru��i+�� �� �hi� ���►j�c��. �t i� ��q���t��: ���� � c��ar��ra�e�t� r�lat�d t+� �1�� �� � c+��i:��a�ti�� �+e �"����.r��+� �i�r�ct��r �� �.� �i�� � ���� ���� �� �:�� �� ,A�:�y C�t��� t��` �:�.�i�.��rs. �V�� ��►u�c� �i:�e t+� b+e��n �+a�.��ru��tie��. �.� ��+��. �� �►+�ssib�+�. ��` ���i�r ���"+�r���t��� �� r�������� p����� l�t n�:� ��.c�vv. �"c�ur ��rl� r��ievv ��.d �c��.�id�r�a.ti�an ��1� b�� �,�►���c���,��+d. :��1+���►Slir+�s c�: .��:d� �'��li�:�s, t�� .���y �e�rp� c��'��:�i���r� �1��r1� C���mb�r�, �Tt��i��� .��y t��;�.��n.�� :�►����an a�' �'Vat�er ���i�y ���r� ���u��.�� �►i�vi�ia�. ��' ��"�,1���r �ua�i��r ��il�� :P����j��ar� P:�, ]�►i�i��a�r� �n���.��r Ii�a,�it� �VV�a.�rr�e, �'�, �rid�� �r��a.r�ten�,n�+e �����.e�� , �'"1 2 �`r k �� �'� � � �, : �. � .� . . � � '! ♦ �1 ° • � � ` �Vi�r. A��.y i�V'il�ia�m:� ��d��e ���5 or� �R 131�, �.sh� P�.�e � .,��►�il ��, �(3 �� Ja��r�. �'ru.� Il�ivisi�o�. �ri��e Pr���r� ��I�r��.��r �e�th ��au,��it�r, T�ivi�i+��. ����r�►�r���.�t� C���i+��� 1'��i� "��i�+��i�, :�.c��.ds��+� �nv�rar��:+��.t�i. Fi�lc� C�p�r°at�c��� �n�.�.��r �� �����'� (�fFice Use t�nly: ��� � � � � ; � � �- Corps �ctian I D na. � � � � � . � DWQ projec� no. Farm Version 1.3 aec 10 2a�8 �'re-C;ons��ruct�c��.1'��ti�c�.�t��n �'(�l�T Ft���r� A. .�. licant �nfor�rn�.t�on � r �r�cess�ing � : 1a. Type(s) of approval sought firom the Cor s: � Section 404 Permit ❑ Section 1Q Permit p 1 b. Specify Nationwide Permit (NWP} number: 14 or Generai Permit {GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1 d. Type(s) of approval sought from the DWQ (check ali that apply): � 401 W�ter Quality Certification — Regular ❑ Non-4C�4 Jurisdiction�l Gener�l Permit ❑ 4�1 Water t�uality �ertification — Express ❑ Rip�ri�n Buffer Auth�rization 1e. is this notification salely for the record For the record only �or DWQ 401 For the recc�rd anly for Corps Permit: because written approval is nat required? Certification: ❑ Yes � No � Yes �j I�o 1 f. Is payment into a mitigation bank or in-lieu fee pragram prop�sed for mitigation ��es D N;� of �mpacts? if so, attach the accept�nce letter from mitigation b�r�k or in-lieu fee pr�gram. 1 g. Is the project located in any of NC's twenty caastal counties. If yes, answer 1 h 0�es � N� below. 1 h. Is the project located within a NC DCM Area of Environmentai Concern {AE�}? ❑ Yes �j No 2. Project Information 2a. Name of project: Bridge #285 on SR 131U 2b. County: Ashe 2c. Nearest municipality / fiown: Ashland 2d. �ubdivision name: 2e. NCDOT only, T. I, P. ar state � 7gP. � 1. R.55 pr�ject no: 3. C>wner information 3a. N�me(s) an Recorded Deed: NCD�T 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applic�bie): 3d. Street addre�s: 8�1 Statesvifle Road 3e. City, state, zip: North Wilkesboro, NC 28659 3f. Telephone no.: 336-9U3-9202 3g. Fax no.: 336-6�7-4549 3h. Email address: hsiaughter��ncdot.gov Page 1 of 10 PCN Form -- Version �.3 aecember 1�, ��08 Ver�ion 4. Applicant lnfe�rmation �if dififerent from c�wner� 4a. Applicant is: [� Agent ❑ �ther, specify: 4b. Name: 4c. Business n�me (if �pplic�ble): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. �gent/Cansultant lnfcar�ation {if applicable) 5a. Name: 5b. Business name {if appiicable): �c. �treet address: 5d. City, st�ie, �ip: 5e. Telephane no.: 5f. Fax no.: 5g. Emaii address: P�ge 2 of 10 P�N Form — V�rsion 1.3 December 1�, 20a8 Ver�ion B. Project 1nf+armati+�n and Prior Projeci �istc�r�/ 1. F�roperiy Iden�ification 1 a. Property iden�ification no. (tax PI �1 ar parcel I D): 1 b. Site coordinates (in decimal degrees): ��t��ude: 36.46264 Longitude: - 81.�5�7� {DD. DDDDDD) (-DD. DDDDDD) 1 c. Property size: 0.1 acres 2. Surface Waters 2a. Name of n��rest body of wat�r {stream, river, etc.) to Little �aurel Creek praposed project: 2b. Water Quality Cfassification of nearest receiving water: �; ORW 2c. Riv�r basin: New 3. Project Description 3�. Describe the existing conditions on the sifie and the general land �ase in the vicinity of the project at the time of this appiication: Substandard bridge to be repiaced in a ruraf area 3b. List the total estimated acreage of all existing wetlands an the praperty: � Q.1 �cres 3c. �ist the tofial estimated linear feet af all existing streams (intermitt�nt and perennia�) on the property: � 250 linear feet 3d. Explain the purpose Qf the propc�sed project: Upgrade substand�rd stream cros�ing 3e. Describe the overall pr�ject in detail, including the type of �quiprr�ent to be used; See attached cover letter. 4. Jurisdictional Determinaiions �4a. H�ve jurisdictional wetland or stream determinafiions by the Corps or State been requested or obtained for this property / praject (including all prior phases) in the p�st? ❑ Yes � No ❑ Unknc�wn Cc�mments: 4b. If the Cnrps made the jurisdictional determinafiion, what type of determination was m�de? ❑ Preliminary ❑ Fin�l 4c. !f yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): C�ther: 4d. If yes, list the dates of the Corps jurisdictional determinations or �t�te determinations �nd �tt�ch document�tion. 5, P'roject History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases} in the past? 5b. If yes, explain in detail according to "heip file" instructions. �. Future Project Plans 6a. Is this a phased prc�ject? ❑ Yes � No 6b. If yes, explain. P�ge 3 of 1 � PGN Form — Version 1.3 D�cember 1�, 2��8 Versian C. Proposed lmpacts Inventory 1. lmpacts Summary 1�. Which sections were completed belaw for your project {check �II that apply): ❑ Weti�nds � Str�ams - tributaries Q Buffer� [� C�pen Waters [� Pond Construction 2. Wetland Imp�cts 1f there are wetland imp�cts proposed on the site, then complete this question for each wetf�nd area imp�cfied. 2�. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number -- Type of impact Type of wetl�nd Forested (Carps - 444, 1� Are� of imp�ct Permanent (P} or (if known} DWQ -- non-404, other) ��cres) Tem or� T [] Yes � Corps W1 � P❑ T No DWQ 0 ❑ ❑ Yes [� Corps W2 ❑ P❑ T N� DV1lQ � ❑ W3 P T ❑ Yes ❑ Corps ❑ ❑ No D1NQ ❑ ❑ ❑ Yes (� Corps W4 ❑ P❑ T No DWQ i� ❑ C� Y�s C� corps W5 ❑ P❑ T No DWQ ❑ ❑ ❑ Y�s ❑ Carps W6 ❑ P❑ T No DWQ ❑ ❑ 2g. Toial wetland impacts 2h. +�c�mmenfis: 3. Stream lmpacts If there are perennial or intermittent stream impacts (including tempor�ry impacts) proposed on the site, ther� campl�te this question for ali stream sites impacted. 3�. 3b. 3c. 3d. 3e. 3f. 3g. Sfiream imp�ct Type of impact �tream n�me Per�nnial Ty�e c�f jurisdiction Aver��e ��p��� number - (PER) or (Carps - 404, 1� stream I�ngth Permanent (P} or interr�nittent D�/� _ n�n_�.p�,, width (linear TemporarY CT) (lNT}? other) (feet) feet) RCBC, Riprap & � PEF� � Corps S1 (� p� T Dewaterin Littfe Laurel Creek 1��. D�� 7 154 g ❑ � ❑ PER ❑ �orps S2 � P❑ T I NT DWQ ❑ � ❑ PER ❑ Corps S3 [� P❑ T ❑ INT ❑ DWQ ❑ PER ❑ Corps �4 ❑ P❑ T I f�T DWQ ❑ ❑ �5 P T ❑ P�R ❑ Corps ❑ � I f�T CJWCC� 0 ❑ C] PER ❑ Corps S6 ❑ P❑ T I NT DWQ ❑ � 3h. Total stream and ta�ibutary impacts 154 3i. Comments: 72 RCBC, �2 riprap, 20 dewater Pag e 4 of 1� P�N Form -- Version 1.3 December 10, 2�08 Ver�ion 4. CJpen Water lmpacts If there are propnsed imp�cts to lakes, ponds, estuaries, tributaries, sounds, �he Atlantic Ocean, or any ather open w�ter af the U.S. tl�en individually list �II open water impacts below. 4a. 4b. 4c. �d. �4e. Upen wvater �lame of w�terbody impact number -- (if applic�bie) Type of irnpact Waterbody �ype Are� c�f �mp�ct �a�res) Permanent (P) or Tem or�r T 41 OP❑T 02 ❑ P❑T CJ3 ❑P❑T 04 OP❑T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Gonstruction If ond or lake construction ro osed, then com lete the ch�rt below. 5a. 5b. 5c. 5d. �e. Wetland imp�cts (�cres) Stre�m lmpacts �feet) Upl�nd Pond ID Propo�ed use or p�rpose (acres) numb�r of pond Flooded Filled Exc�vated Floaded Filled Excavated Flo�ded P1 P2 �f. Tc�tai 5g. Comments: NIA 5h. Is a dam high hazard permit required? ❑ Yes � Na If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of canstruction: f. Bu�fer Impacts (far DWQ) If project will impact a protected riparian buffer, then complete the chart b�iow. If yes, then individually list �II buffer imp�cts below. if an impacts require miti ation, then you MU aT fill out Section D of this form. 6�. ❑ N�use ❑ Tar-Pamli�o ❑ t�ther: Project is in which protected basin? q ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. �g. Buffer impact number — Reason E�uffer Zone 1 imp�ct Zane 2 imp�ct Permanent (P} or for Stream name r�itigatian {squ�re feet) (square feet} Tem orar T im act re uired? ❑ Yes B1 ❑P❑T �N� B2 ❑P❑T ❑ Y�s ❑ N� B3 P T ❑ ��s ❑ ❑ � �� bh. Total buffer impacts 6i. Comments: Page 5 �f 1 � P�N F�orm -- Versian 'I .3 December 1 C�, 2��8 Version �. impact Ju�tification and Mitigation `� . Avaidance and �VlinimizatiQn 1 a. Spec�fically describe m�asures taken fio avaid c�r minimize the proposed imp�cts in designing proj�c�. �'he culvert length is the minimum needed �� improve safety at this loc�tic�n. � b. �pecifically describe me�sures tak�n to �void or minimize th� praposed impacts thrc�ugh cc�nstr�actic�n techniqu��. All appropriate BMPs will be used during constre�ciion 2. Cc�mpensatory iVfitigatic�n for lmpacts ta Waters ofthe U.�. orVliaters caf the �tate 2a. Does the project require Compensatory Mitigation for � 1�es � No impacts to Waters of the U.S. or Waters of the St�te'? 2b. If yes, mitigatian is required by (check all that apply): ❑�WQ � Corps ❑ Mitigafiion bank 2c. If yes, which mitigation option will be used for this ,� � Payment to in-lieu fee program pro�ect . [� Permittee Responsible Mitig�tic�n 3. Complete if Usirtg a Mitigation Bank 3a. Name of Mitigation B�nk: 3b. Credits Purch�sed {�ttach receipt and letter) iype Qu�ntity 3c. Comments: 4. +�omplete if Making a Pa�ment to fn-lieu Fee Prc�gram 4a. Approval letter from in-lieu fee progr�m is attached. �J Yes 4b. Stream mitigation requested: 144 linear feet 4c. If using stream mitigation, stre�m temperature: 0 warm ❑ cool (�cold 4d. Buffer mitig�tion requested (DWQ anly}: 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. �omplete if Using a Permiiiee Respc�nsible Mitigation P1�n 5a. I� using a permittee responsible mitigatian plan, provide � de�cription of the proposed mitigation plan. Page � of 1a P�N �orm — Versian 1.3 December 10, 2�08 Versic�n �. Buffer Mitigation �State Regulated f�iparian �uffer Ru��s) — required by DWC� 6a. Wili the project r�esult in an impact within a protected riparian buff�r that requires ❑ Yes �j Nc� buffer mitigation? 6b. !f yes, then identify the squ�re feet of impact �o each zone of the riparian buffer that requires mitig�tic�n. �alculate the amount of mitig�tion required. 6c. 6d. �e, Zone Reason for impact Tofial impact Multiplier Requir�d mitigation (square feet) (square feet) Zone 1 3{2 for Catawba) Zone 2 1.5 �f. Total buffer rnitigation required: 6g. if bu�fer mitigation is required, discuss what type of mitigation is propos�d (e.g., payment to priv�ie mitigatic�n ��nk, permittee responsible ripari�n bufFer resfioration, paymen� intc� �n approved in-lieu fee fund). �h. Comments: Page 7 of 10 P�N Form — Version 1.3 December 1�, 2��8 Version �. Stc�rmwater �1lanagement and Diffuse F1ow P��an (required by DiNC�) `� . C�iffuse �low �'�an 'I a. Does the project include or is it �dj�cent tc� protected riparian buffers identified Y�� �� within one c�f the NC Riparian BufiFe� Protection Rules? � � 1 b. If yes, then is a diffuse flaw pl�n included? If no, explain why. � Yes D No Commer�ts: �. 5tc�rmwater Mana ement Plan 2�. V1lh�t is the overall percent imperviousness of this proje�ct? % 2b. Does this project require a Sfiormwater Management Plan? ❑ Yes � No 2c. If this project DCJES NOT require a Stormwater Man�gement Plan, expl�in why: Disturbir�g less than 1�cre 2d. if this projecfi D{JES require � Stormwater Man�gement Plan, ther� prc�vide a brief, narrative description of the pl�n: � Certified Loc�l C�overnment 2e. 1VV/ho will be responsible for the review of the Stormwater Management Plan? [� DWC� Stornnw�ter F'rogr�m ❑ DWQ �4�1 Unit 3. Certified Local Governrnent �tormwater R�view 3a. In which loc�l government's jurisdiction is this project? ❑ Phase il 3b. Which of the followin locafl -implemented stormwater mana em�nt ro rams � N�� 9 Y 9 p 9 [� USMF' �pply {check ail that apply): [� W�ter Supply Watershed ❑ C�ther. 3c. Nas the appraved Sfiormwater Man�gement Plan with proofi of approval been ❑ Yes ❑ PJo �tt�ched? 4. DWQ Stormwater Pro ram R�view ❑ Coasfi�l counties ❑ N �'� 4a. Which of the following st�te-implemented stormwater management programs apply 0��� (check all that applY): �,] Session L�w 2Ut�6-24� ❑ C�ther: 4b. Has the approved Stormw�ter Management Plan with proof of approval been attached? ❑ Yes ❑ N� 5. DV1/Q 4�1 Unit Stc�rmwater Review 5a. Does the Stormwater Management P1an meet the appropriate requirements? ���S 0�� 5b. Have all of the 401 Unit submitta! requirements been met? ❑ Yes 0 No Pag e 8 a� 1 � P�RI Form -- Version 1.3 December 10, 2n�8 Versiar� F. ;�upplementary Information 1. Envir+�nmental C►ocumentation (C�WQ Requireme�t) 1 a. C�oes the project invaive an expenditure of public {feder�l/st�te/Ic�cal} �unds or fihe ��,�� Q�Q use of pubiic (federai/state)land? '1 b. If you �nswered "yes" to the above, does the project require preparation �f an enviranmental document pursuant to the requirements of th� National or State [� Ye� (gj No (North Carolina) Environmental Policy Rct (NEP,AJSEPA)? 1 c. If you answered "yes" to the abave, has the dc�cument review been fin�lized by the � �tate Clearing House? (lf so, att�ch a copy of the NEPA or SEPA final appraval letter.} [� Yes ❑ No Comments: 2. Vic�iations {DWQ Requirement) 2a. Is the site in viol�tion of DiNQ Wetland Rules (15A NCAC 2H .45��), isol�ted Wetiand Rules (15A NCAC 2H .13Q�}, DWQ SurFace Water or VVetland Standard�, C] Yes � No or Rip�rian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Y�s ��� 2c. If you answered "yes" to one or both of the above questions, pr�vide �n explanatic�n �f the vioi�tic�n{s): 3. Cumulative lmpacts �DVi/Q F�equir�ement) 3a. Wiil this project (based on past and reason�bly anticipated futur� impacts) result in � Y�� ��� additic�nal develc�pment, which couid impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quan�itative cumulative impact anafysis in accordance with the most recent DWQ poiicy. If you answered "no," prc�vide a sho�k r�arrative description. 4. �ewage Disposaf (�WQ Requirement) �4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) af wastewater generated from the proposed project, or avail�bie capacity of the subject facili�y. N/A Page 9 of 10 PCI� Farm —Versior� 1.3 december 1D, 2�08 Version 5. Endangered Species and �esignated Critical Nabiiat �Carps F�equirement� 5a. Wili this project c�ccur in or near an �re� with federaily protected species �r �.�� �o h�bitat? ❑ � 5b. Have ynu checked with the USFWS cc�ncerning Endangered Species Act ��,,.e� ��� i m pacts? (� R�leigh 5c. if yes, indicate the USFWS Field C�ffice you have contacted. ❑ Asheviile 5d. What data sources did y�u use ta determine whether your site wQU1d impact Endangered �pecies or Design�ted Critic�( H�bitat? GIS and visu�f observatian 6. Essentia! Fish Habitat �Carps Requirement) 6�. V1/ili this project occur in or near an area designated as essential fish habitat? ❑ Yes �j No 6b. What d�ta sour�es did you use ta determine whether your site wc�r�ld impact Essential Fish H�bitat'? WRC hasl cornmented ?. hlistoric or Prehistoric Cultura! ResQUr�es {Corps Requir�rnent) 7a. Will this praject t�ccur in or near an area that the state, federal or tribal governmen#s h�ve design�ted �s having historic �r cult�ral preservatia�n ��,�� ��� status (e.g., N�tion�l H�storic Tr�st designation or pr�perties �ignificant in Nc�rth Carolina history and �rchaealogY)? 7b. What data sc�urces did you use to determine whether your site wc�uld impact histori+c or archeologic�l resc�urces? Project was reviewed by the ONE. 8. Fload Zone Designation {Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year flt�odpl�in? Q Yes � No 8b. If yes, expl�in how project meets FEMA requirements: 8c. What source�s) did you use to m�ke the floodplain determin�tion? J. �Ieath Slaughter 4/29/14 � . �� ApplicantlAgent's Printed Name Applicant/Agent's Signatu d�t� (Agent's � ature is valid only if an authorization er from the applicant is provided.} Page 1 Q of 10 P�N Form — Version 1.3 �ecember 14, 2��8 �/ersion Hand Existing Existing PermanentPermanentTemp. Temp. ExcavationExcavationMechanized ClearingPermanentPermanent Temp. Temp. ChannelChannelNatural SheetSiteStationStructureFill InFill InFill InFill Inin in Clearingin SW SW SWSWImpactsImpactsStream No.No.(From/To)Size / TypeWetlandsWetlandsWetlandsWetlands Wetlands Wetlandsin Wetlands WetlandsimpactsimpactsimpactsimpactsPermanentTemp.Design (ac)(sq ft)(ac)(sq ft)(ac)(sq ft)(ac)(ac)(ac)(sq ft)(ac)(sq ft)(ft)(ft)(ft) 41-L- 10+75 to 13+50 (Existing Bridge #285 Site) 2 Barrel 8'x6' RCBC w/Sills 71'- 8" LF of Structure 0.007283.00 71'-8" Structure 61'-8" Rip Rap SHEET TOTAL:0.007283.00133'-4" ATN Revised 3/31/05 SHEET 1 of 1 4/17/2014 WBS - 17BP11.R.55 (04-0285) WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS Ashe COUNTY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 1S B K LITTLE LAUREL RD. SR 1310 19’ BST LI T T LE LA U R E L R D. SR 1310 S H E D M T L G R H T R GR EXISTING R/W EXISTING R/W SHELTERPICNIC C ONC W AL L 3S B W 18" C MP 3SBW 6 0 . 0 0 ’ CR EEK LI TTLE LA U R EL B S T S GATE MTL GRASS WOODS T T BM #1 EL. 3073.49 91.16’ LT -L- STA. 13+02.92 TWIN POPLAR 12" SPIKE IN : : : MARION OSBORNE DB P-5 PG 251 PATSY L. PATRICK DB 388 PG 1529 HUGH E. & KAREIS D. WAGNER DB 295 PG 357 GRASS 13.51’ RT -L- STA. 13+87.99 GPS 040285-1 HUGH E. & KAREIS D. WAGNER DB 295 PG 357 GRASS MARION OSBORNE DB P-5 PG 251 GPS 040285-2 21.43’ RT -L- STA. 12+00.41 DOUGLAS & ELEANOR MAHALA DB V-5 PG 236 BL-3 OUTSIDE SURVEY LIMITS 2-E 1-E 3-E 4-E 2-E DB G-3 PG 244 METHODIST CHURCH LITTLE LAUREL G R A Y B E A L H O L L O W R D . S R 13 11 B S T ( M A IN T A IN E D ) E X IS T IN G R / W ( M A IN T A IN E D ) E X IS T IN G R / W P17 R/W MON. EIP 4 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. Scale : 20 N A D 8 3 N S R S 2 0 0 7 Middlesboro, Kentucky Tri-Cities, Tennessee All Rights Reserved Charlotte, North Carolina Tennessee Knoxville, South Carolina Spartanburg, Asheville, North Carolina Copyright 2006 Vaughn & Melton, Inc.c 704 357 0488 423 467 8401 865 546 5800 606 248 6600 864 574 4775 828 253 2796 Consulting Engineers BL-3 997,963.6956 1,218,829.7421 3073.44’ 040285-2 997,822.1343 1,218,998.7865 3068.20’ 040285-1 997,760.7623 1,219,176.9920 3065.52’ DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "040285-2" TO -L- STATION 10+75.00 IS ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 NCDOT FOR MONUMENT "040285-2" NORTHING: 997822.1343(ft) EASTING: 121998.7865(ft) ELEVATION: 3068.2012(ft) (GROUND TO GRID) IS: 0.9999545102 RCBC W/SILLS (2) 8’ X 6’ 040285 SEE SHEET 5 FOR -L- AND -Y1- PROFILES. A IN HT O R L R O CA R O FESSI O N G E N REINE SEALP N A L REE C E M. SCHULE R 26960 N O RH C R OLI N APROFESSIO N AL ENGINEER T A R U ONDIR .S Y E L DA R B 033023 S E A L CONSTRUCTION DATE: RELEASE FOR 4-1-14 P OT S ta . 10 + 0 0 .0 0 10 P C S ta . 10 + 8 8 .4 5 P T S t a . 12 + 12 .5 1 P O T S t a . 14 + 2 1.2 3 0 1 0 1 0 6 0 6 0 6 0 2 0 2 0 2 0 2 0 3 0 3 0 4 0 4 0 5 0 5 0 5 0 4 0 3 0 5 0 4 0 3 0 2 0 1 0 0 0 1 AT-1 8 .6 ’ 9 .4 ’ 10 .1’ 9 .3 ’ 10 ’ 10 ’ - L- STA. 13+50.00 END PROJECT 040285 - L- STA. 10+75.00 BEGIN PROJECT 040285 -L- STA. 11+97.18 BEGIN CULVERT -L- STA. 12+25.51 END CULVERT 0 6 E XI ST. ( LT & R T) 25’ T A PE R T O + 0 0 .0 0 10 ’ 10 ’ EXIST (LT & RT) 25’ TAPER TO+ 2 5 .0 0 0 2 0 2 T O PA R K E R R D. TO BIG LAUREL RD. TYPE TL-2 GRAU 350 TYPE TL-2 GRAU 350 TYPE TL-2 GRAU 350 BRIDGE REMOVE R5’R5’ + 0 9 .4 2 1 0 . 0 8 ’ + 2 5 .4 8 19.39’ + 3 0 .4 9 SR 1309 SR 1130 R=125’ SHOP CURVED 10 POC -L- STA. 11+63.00 - Y 1- -L - BEGIN CONSTRUCTION END CONSTRUCTION POT -Y1- Sta. 10+00.00= R 9 0’ 028 042 04 03 02 02 01 00 01 +38.52 15 . 0 0 ’ R=20’ CURVED SHOP ENTRANCE CHURCH PAVE 4-1 PI Sta 11+51.18 D L = 124.06’ T = 62.73’ R = 340.00’ SE = .06 RO = 116’ -L- CURVE DATA POT -Y1- Sta. 11+00.00 -Y1- Sta. 10+80.52 RESET EXISTING FENCE DS = 35 MPH RCBC W/SILLS (2) 8’ X 6’ GRASS 67.07’ +00.00 47.72 +95.00 62.00’ +55.54 EX R/W +25.00 EX R/W +18.00 EX R/W +25.00 50.00’ +98.00 63.00’ +88.00 EX. RW +25.00 EX. RW +07.56 148.18’ +02.08 183.51’ +00.01 (MAINTAIN LIMITS) 12.57’ +79.03 90.00’ +71.00 84.00’ +01.00 74.00’ +88.00 EX. R/W +64.00 EX. R/W +84.00 47.00’ +52.00 59.00’ +79.00 147.00’ +70.00 127.00’ +42.00 143.00’ +24.00 THIS TUE HAS TO SHOW ON R/W DRAWING PLANVIEW PLEASE NOTE TUE IN THE GRID AREA LIMITS) (MAINTAIN EX R/W +74.50 (-L-) (-L-) (-L-) (-L-) (-L-) (-Y1-)(-Y1-) 12.72’ +81.94 (-L-) 47.00’ +52.00 (-L-) (-L-) (-L-) (-L-) (-L-) (-L-) (-L-) (-L-) (-L-) (-L-) (-L-) (-L-)(-L-) (-L-) (-L-) (-L-) (-L-) (-L-) (-L-) EX R/W +98.00 18 " R E MO VE EST. EXCAVATION=4 CY (STRUCTURAL PAY ITEM) EST. 4 TONS CLASS II RIP RAP EST. EXCAVATION=2 CY (STRUCTURAL PAY ITEM) EST. 1 TONS CLAS II RIP RAP EST. EXCAVATION=5 CY (STRUCTURAL PAY ITEM) EST. 4 TONS CLASS II RIP RAP EST. 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I _� I -- - _ - � N dJN3(1t�321d � �� -�- -� re, ' � r I -'I� _; � - -- - - - - - - �-� I_ i � - - - -- - - - .�ii Fi� � vanld - � - -- � 43SIA3a 431�321 �'I'r � , Di O�U I i I - __. _ --- -- - _-.. _- - --- . _. __ 1 LI_ --- - J__ � - - - --- - I . ' - -- '� � _ -=-- _ _ - - ,0 L , 9 ,C�9 ,Obl c°n o°, ° I ° I I � ', � �- ' - � — _ --- -- ---_ _- - ° -° - ----- ---- - - --- - ----- - ---- ------- - ---- -- ------ --- ------ --------- ---- - ------ ------- -------- - - - --. --- ----- ------- ----- SITE DATA " �( �jJ ADDITIONAL INFORMATION AND COMPUTATIONS 1.6 SQ MI USGS QUAD MAP o' j� I I' ❑ oraina9en�ea _________________ so�r<e ____________________________________ �� CULVERT SURVEY & HYDRAULIC DESIGN REPORT RURALBLUE RIDGE (REGION 2)---------------------------------------------------. Rivereasin NEW RIVER RURAL , N �, ___ ________________________ Characfer - - - - - - " " � � � - - - - - - - � � N. C. DEPARTMENT OF TRANSPORTATION C;ORW � �' DIVISION OF HIGHWAYS SIR 2009-5158 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � Stream Classifimtion �Such os TroW, High Quality Water, eta) '_'_'____'_'_'_'_ " _'___ " ._' U� ", 1@20'-4" STEEL PLANK FLOOR ON I-BEAMS; EBT:TIM.CAPS?IM.POST W; Hvorsnuucs uNir - -DA= 1.6SQ.MI.--- ---------------------------------------------------- oafaoo��:f��9strod�re &CONC.SILLS_�_VAR._CTRS._ - ------ -------- -------- �; u,�eicH,N.c. OJ36 � Q�o= 288 (DA) "' 470 cfs ' q ---- S� Debris Potential: Low_ _ Moderafe _ x__ Hi h_ _________'_ _______'_'_________'___________________________'______'_ " _____. w, °-��4 ' � J' I D No - P � No P � Stahon Q 398 (DA) 550 cfs _ _ _ _ _ _ , ' Data on Structures Up and Down Sfrepm UPSTREAM: No. 189 ON SR 1310 OVER LITTLE LAUREL CREEK (1@18'-17") k, - - - - - - -0285- - - - - - - - - - 55 _ _ _ �o. 12±11. _ _ _ . _ _ _ _ � ---- - ------ ' -------- ' ----------------- ---- -25--- --N---- -- -- ---- ------- ---- � ro'ecl • • Q 479 (DA)���8 650 cfs DOWNSTREAM: No.270 ON SR 7310 OVER LITTLE LAUREL CREEK (1@30'-8") �; Counry _ _ _ _ _ _ _ASHE_ _ _ , _ _ Stream _ _ _ _ _ _ _ _ _ _ _ LITTLE_LAUREL CREEK_ _ _ _ _ . _ _ _ Stru.No. _ . _ _285_ ----50-- ---------- -- ------- -------- ---- ---- --- - ---- ----- ----------- ------- ---------- - ------- ------ 0113 °� y y_$R_ 1310 (LITfLE LAUREL RD) gehveen ____ SR_7311_ ___ and PENNINGTON BRANCH ROAD_ Q= 575 (DA) �' 800 cfs FIS 100-YR DISCHARGE: 1196 CF$ � NONE Period of Records WA On Hi hwa _ _ - - 10g----- ------- - ----- ------ ------ -- ---- GageStationNo. - -- ---- --------- - ----- - -- �j, (GRAYBEALHOLLOW RD) o.ion Q= 794 (DA) "' 1100 cfs � Re�ommended Structore _ 2_@_ 8'x6'_ RCBC_ WITH SILLS _ _ _ _ 500 _ _ _ ' _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ ' ' ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . � Max. Discharge _ _ _ _ _ ' _ . w!�_ _ _ _ _ _ c.fs Date _ . _ . _ _ _ w'4 _ _ . _ _ _ _ _ Frequency . _ _ _ wp_ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ ' ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' ' _ _ _ _ , ' O' ._ .___ ____ ___________'___________________'_____ N" " _ _ _ _ _ _ " ' _ _ " _ _ ' " " ' _ _ _ ' " ' _ _ _ _ _ ' _ " ' _ _ _ _ _ _ _ " _ " ' _ _ _ _ _ _ " " _ - _ " _ _ _ _ _ _ " " ' _ _ ' _ ' _ " ' - - " - - - - - - - - - - " - - - - - - � ; Hisbricd Flood Informafion: �� THI$ PROJECT FOLLOWS SUB-REGIONAL TIER GUIDELINE$ 1970's E�eV � Recommended Widfh of Roadway ___ 20 FT (EOP to EOP) gke,H 37 0 � Periodof a�� _______________ __ _______ __________ _____- ---- ------- ------ ------------ --------- ------ Date 3072_.75_' Est.Freq. Source - RESIDENT Knowledge 40_YR$ o, ' Period of � O Recommanded Location is At xisting Crossing. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' ' ' _ _ _ _ _ _ _ _ _ _ ' ' ' ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . ' Da}a _ _ _ _ _ _ _ Elev. _ _ _ _ . _ Esi. Preq. _ _ _ _ _ Sour<e ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Knowlodga _ _ _ _ _ ' m , ' w Banch Mark is BM #2-72" SPIKE IN 11NIN POPLAR 91.06' LT. OF STA. 13+02.92 ___ ________ ---- ------ ---- -------- ------- --- - ------- --------- -------- ------- ------ ---- -- ' AllowobleHw Elev. 3069.70' 3066.7�- ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Normal Wafer SurFace Elav. _ _ " , - d N997889_E7219135 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _ _ 3073.4_9_ _ Datum: _ _NAVD 88_ _ _ _ - - - - - - - - - - - - - - - - - - - - - - 0.060-0.150 0.050-0.058 0.080-0.150 Obtained From � � � � ' ' ' � � � ' ' ' - ' ' � � � - Noo-Encroachmeni FI$- ' - � Mannin s n LeN O.B. Channel Ri ht O.B. ____ ' � LIMITED DETAIL STUDY EFFECTIVE NOVEMBER 4, 2009 ^ Tempomry Crossing __ STAGE_CONSTRUCTION g _ ___ 9 � � ___________________________________'__________'____. - - - - - - - - - - - - - - - - - - - -� - - - - ' - - - - - - - - - - - - - - - ' - ' - - - - - - - - - ' - - - - - - - - ' �� Flood Study /Status � - - - - - - - - - - - ' - - - - ( � Established6 YES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - � - - - - - - - - - - ' ' � - � - - - - - - - ' ' � - - - - - ' � Flood Study 700 yr. Discharge _ 1196 c.f.s. ; W.S. Elev. : Non-Envoachmenf 3069.69` Non�n oachment , 30%0.15* � m� _ _ _ _ _ _ _ _ _ _ _ _ _ i DESIGN DATA "CORRECTED EFPECTIVE RUN ; �; I ,V _ _ ' _ ' ' _ _ _ _ ' ' " _ ' _ ' _ _ _ ' ' ' _ _ _ _ _ _ . H drolo ical Method ' _ _ _ _ _ _ _ _ _ _ _ ' ' ' _ _ _ _ _ _ ' _ ' ' _ _ _ ' _ ' _ ' _ ' _ _ _ , Z � � �.' �� FIS DISCHARGES + SIR 2009-5158 REGRESSION EQUATIONS o . r _ � � „ d �q i ---- ---- ---' ---- � Y 9 -- ----- ---- ------ i�� -�c _ _ _ _ - _ - - i � m �. pR� �:t� +,��:: ----- - -- ----- ---- ---- --------- - -------------------- -------. Hydraulicoesig�Mathod _HEC-RASy4.1_0 (040285.PRJ)---- -- ' � ' ' .. 'N���, .' =' `�' � M ____ __________ ... � '� ��� �Y � .. . i . � �� n �i - - - - - - - - - - - - - - - - - - - - - - - - - - - - Design 7ai�water q�o _ _ 3064.0'_ , q25 . 3064.8'_ , qsp 3065.0'_; Qloo- 3065.49'; Q500 - 3066.1�- - - ; �� '�r'9 � �' YE+L'�r�""�'' N � � r ' ' ' ' _ _ _ ' _ _ ' _ _ _ _ _ ' ' ' _ _ ' _ ' _ _ _ _ _ ' _ _ ' ' _ _ _ _ ' _ _ _ _ ' ' _ _ _ _ _ _ . ' Inlef Con}rol Outlet Confrol ' Vop'� , 1 � lu - ��LF""��� � �, ' : '� , � ' Remarks � �- '� 7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ . � Size & Type Q Ke HWiD H.W. dc dOZ� ho N LSo H.W. , N'� s-. - ---- ------ ------- ------- ----- -------------- � Z � ; "a �*!.' � ri&A ; , o i x�� 5 ��, � �� �' ° �� �� , � ------- - ----- - ----- --------- ------ -- ---- - ------ ; -, !7�� ��H�., ' ��, ; �, + r f;� �. . �� , �, . ,,.. y p•:`' _"________'__________""__________________"""____________'________"_________ , � N� _ ____'_______"_________"____""______"________'"__"________"'_______"________' i ' O , Z ______"__"______"'"_________ " _____"____"______"___"_'__"_"_________""_____' i ' C :�'f�'. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ ' ' _ _ _ _ _ _ _ _ _ _ _ ' ' _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ . Is a Floodway Revision Required8 . _ _ M�.4_ Za _ _ _ _ _ _ _ _ _ _ _ _ _ � 2 y �.. ------- - ------ ------ -----------------------------------------------_ � OuiletVeloc�ty 10 98 FPS (@_X-SECT11888) NaturalChannelVelo<iy ,1�701-6.0 FPS (@ X-SECT11888) � ,r.. � , ,1� )--- - --- � x , - - w� CLASS II RIP RAP �; ^°"`�"��rt��N�����"„ _ _ _ _ _ _ ' _ ' _ _ _ _ _ _ _ _ _ " _ ' _ _ _ _ ' _ " ' _ _ ' _ _ _ _ _ " " ' _ . _ ' _ " _ _ ' _ ' _ _ _ _ _ _ _ . " " " " " _ ' Required Ouile} Protection ' _ _ _ ' _ _ _ _ _ _ _ ' _ " ' _ _ _ _ _ ' _ _ " _ _ ' _ _ _ _ " ' _ _ ' _ _ _ _ " _ " ' U, +°' N C Q /�� �`+u _'_'_ e^ J ee � �..... ..., v VAUGHN & MELTON CONSULTING ENGINEERS r�.•' ES p/� '� ' INFORMATION TO BE SHOWN ON PLANS '�' oa:�gned by: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a o: e(>� � 4(' ��'G �'_„ ------- '--------'----------- ------- ---------- ----- ----- FROM HEC-RASXS11995 �� DateJANUARY_24,2013 g =:. .,9 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Design Discharge - - 550 c.fs. Frequen�y . - 25 Y�' - - Elev. - - - - _3068.5' - , g' Assisted by: BRADLEY S. RIDNOUR, P.E. - - - - - - - - ? : S E A L ': ` �; -- ----- --- � '• 033023 : c ' Base Flood : Dischor e _ _ _ $00 _ _ _ c.fs. Fre uen , _ _ _ 100 yr. Elev. _ _ _ _ _ _3069_10' �� project Engineer � _FRANK GIOSCIO, P_E. i �•. �a , � i____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____. , 9 Q �Y ' J y. : ` ,�� • �ici� � � ; P 650 50 r +/- 3068.8' � - - - -��Ee 5 ��1�'�Y......•�R _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , , Ovartopping . Discharge _ _ _ _ _ _ _ _ _ c.f.s. Frequanry . _ _ _ _ _ _ Y_ _ _ _ _ Elev. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . ' � Reviewed by: �at� Y - - - - - - - - - - - - - - - �� �" " __ _____ _____ ____ a S. 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�115ti�1'9G �?i'C��]t�YTIC4 �7ri;.��]'S[ l}f I� ���"tif: }7�' CF�9ti i)rs.'����?• �.: (,��r7t:iT tl��l' JtIJt�,S (.3T' 1�f��t�8x7tt��.S i1.S d� ec'[�'E':cI1 .k�ri rfist•�rr�ar� �'rro-��-R��.�a J'Ii's���i1 � ki1�m /it �ljfJrnr 1�r.�4i.V��ur�PdflriR }�frale�'7t ur ikv,ai�di�rJ�rar rJr� _'f�iJ� r�;6Prurr�muii� :fd;,rerm.�r fL'{'FWiF A.nr`r�r+adi��k'�� f;!'.;rinrre�.�rcJir�,�r.YUr_� {:rurrfi� ��-a�����.�Ftl�' (.]�F f=��L'C[?1�,1.E. ��.�������r:r� ����_�� � E�.��� }_�T'r�f��7�t',;c:1-rr}1rC�t� r?/'!'eti`!e'�r' cttrr4�i��`c.s �-r:.5�ir�d.�� r�f ri�r�i�����, rtl�rf �'r;��,',��.r��icsr�.a�.� HPfl1��fEJ ��vi�b°dLt� o�l 7 �ctnh�r �[�1� �n� yie�[l��J �� NP,, SS, �Er r�r LC� rr��er�ie� �r��l on� SL �roperty, t€�� ,]��� �,��2n M�II a�d H�usc (AH 2�1}; in the ltre� �if F�t�t�nti�rl Fffe�.ts (Al��j, The l�PE �xtencls'�Q� r��t frorl� �ither �nd aF t�n� �xis�ir� arid�� (E-'a1l) �nd �OCi f��t ta eith�r sid�� �f rhe �i� 131�; �I.it�l� L4�4s;el R��:�11 �enlerlirs� ��-�} k�s en��,�T�p�ss pr��o���rl �or�ste�L[ion a�tivities.. .�sha �,�ur��y �c�rr�nt Cr5 rrta��;inc�, �erial nhatoc�r�pfi}�, �nd k��x infr�ri�i�ti�sn �n�liW�tes a� r1���tly wacr�i�d �1r�E yvRth L�Itiv�tLcl fi���l� �r�rJ �;c=v�r�� ��ift r��v4.r�e� �e�ie���ee� 1 �'J�t�h�c� l[711), .fhe ��rs��ar�h,�r�;iv� �r�hat��t�r�l �4�rve}r ��f Lh� c�un�;+ is r��ent �2DJfa-�� �nd reccr�i�d no p��sp�rties in the AT'E; �part fros�i 'th� 1�s:� ��len Pylill �r7�1 H�4�s� (AH ?t�i�; n�} ?��li�sn�l �C�gist�r� li�ied �r��rtits �sc� Ir����e�l in t�it �4PE, in�lu�a:�g thr F��J���] �i�rmri ar�a, �or7str��ct� ir� 197�; (tf���:�f7 d�t�i ts� ].�al� it3 kf�� fV�D�'� i�ri��1c e[1�t�t��5e�, B�i�ic�e �Jo. ��5 i� ��U-foot-Ic�s��, stee1, strir,ge5�rm��lki-Y?e�rr� hricJg� �.-roc� is n�t el�qiLf� fc�r tl�� N�iror:dl R��isk�r a��orrJi�� to th� NC��7C�T 1-1i�t.���� E3���l�e Surr+�y �s i� �s nc�� his*.oric_�lly, ar�l�i�e�tur��lly� e�r terhnerlo4����11�' si�nffi�a�t. Ir�7r'rec!€at�ly �rJj���n: t� tE�� r��orth�:�e�� �s B��dg� N�mb�r 1�9, bs�ilt ar� 1���, r�eithk�r ir;cl���Jp�1 ir� ti�� �JCD4�T Ht,t�irir� f�ri�Jc�� ��rv�'{, nor t`e��es�r�t�ki�� of �r�y �}i5iint'ti�4�� �ng�n��ring �r �e�th�;ie typ�. Av�i��f��e �eri�E pw�t�tr�gr��f�y dn�i oLh�r �n7�{�er/ pr�►�+er� ��suffiei�nt �o �ccu��tcl�y id'�n�ify ar�d �s�r�s; buil� ���c���r-ces ir� tl�� APE, kP��, d fi�3cl �u=���y w�5 �on�14��tg�1 csi� i�t��r�mb�r ?1, �011. Tr�r�° �i��}�-Sist�d prnPe�Y (AH 2ti�7.) a� �[.tt��lty I�c�rted �pp�nxin;�teh� 1�f��b f�e� nrrt�i�v�st c3f tt�� �xi�kir!�� t�ri�i�� b�yon�i �ra;�ct ir�np�ct, r�ls�r nort���a��t nF t�� b�w�igc� i� 9�t�-te+u�nticth-��rstury r��r�ur��, T+.°�� �r��3ert�e� ��utfi���� c�f ih� t�rid��: e��n�F� ��s�ourccs dt�tin�� �t� th� e�rly ���er�l��th ���tury. �.pp�ox�m�tely 7� f�et s���th of �� 1�i0 �Little L�u��� Ro��i) n�ar thr t�rid�e 5t�r�rt�� th� LiC�tle L�urel k���i��ci Nie�Yi�cf4si Churca-i �F'ropes#y �lo_ 11 �nd �bnut ��l�i fe�� ��st of tnc bri�g� is a hou�� (Prc�;��+ N�. �.j_ ��ikher i� irz�lu[I��[� ar� the r�c�r�t c��rrty sunr�y or n�h•�rvri�� �x����ic�n�l, �r�d �It�ra�ions to b��h prca��r�;e4 'fi�v� ��;r��r�rr:�i5�� t�eir r�i��r�r���l in���riky, �. ,�ir��ii;�� �f "r�r� hiskor�e�r�g���ies�f��CL�ci"LYt�I 3LLIS� �LLII i]� L.�1 �_�kr�i an�� �:c�rt��?r� i�E��om;�li�a�L� r�[�ui;emi�n;�, Sha�9€i ar�y �3��ign ��ement�, in�lu�i�ng dk���ur irt�p�trv!�a��r��sr of t�e pr���ck �hanget please �ntify f�l�'�{lT Hist€�c�� A�c�it�cture as �d�li�ir�r��l r�v'Ge�++t m�y f�e �t�c�s5�ry. 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