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HomeMy WebLinkAbout20171541 Ver 1_Historic/Prehistoric Information_20171130 (2)Project Tracking No. (Inte�nal Use� 16-10-0004 HISTORIC ARCHICTECTURE AND LANDSCAPES ASSESSMENT OF EFFECTS FORM This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PRn.TT;CT iNFnRMATION Project No: County: Pitt WBS No.: 17BP.2.R.79 Document MCC Ty e: Fed. Aid No: N/A Funding: � State ❑ Federal Federal � Yes ❑ No Permit NWP 3 Permit s : Ty e(s : Proiect Description: Replace Bridge No. 124 on SR 1515 (Sheppard Mill Road) over Briery Swamp. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW Descrintion of review activities, results, and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was undertaken on October 19, 2016. Based on this review, the National Register listed Thomas Sheppard Farm (PT0572) is within the Area of Potential Effects, which is 300' from each end of the bridge and 75' from the centerline each way. An effects meeting with the State Historic Preservation Office is required. _ ASSF.SSMENT OF EFFECTS Property Name: Thomas Sheppard Farm Status: National Register listed Survey Site No.: PT0572 PIN.• N/A Effects ❑ No Effect � No Adverse Effect ❑ Adverse Effect Explanation ofEffectsDetermination: �i ���fSe- �� a � '" ,` " - `'� A List of Environmental Commitments: Historrc Architeclure and Landscapes CFFECTS ASSESSMENTform forMinor Transporlarion Projecrs as Qualified rn the 2007 Programmalic Agreemenr. Page 1 of 2 FHWA Intends to use the State Historic Preservation Office's concurrence as a basis for a"de minimis" finding for the following properties, pursuant to Section 4(f�: SUPPORT DOCUMENTATION Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence �]Design Plans (� FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE Historic Architecture and Landscapes — ASSESSMENT OF EFFECTS NCDOT Architectural Historian 1'� �� ���C�l�l.��.,� State Historic Preservation Office Federal Agency Representative ve �d �0 Date �.3�. Date Date Historic Architecture and L,andscapes EFFGCTSASSESSMENTfonn forMinor Transportarion Projecls as Qual:fied rn rhe 2007 Programmalic Agreemenr. Page 2 of 2 �� :; ' � ,�,;, ' `. r�";���' � ;s, t , r ruL�� . ,y� �r'� �µ� t : e ,�k 2. ` � � �. �:� �1l� ��i� . ,� � `� �,�t , F ��� 4 1` � ,r L c�'.� � p i e, - 1 f ( D �' ' ~� " .: dN r :.a.��`,',��.� tif . �." .,F.r"i� y � ,Y 4 �.. -fxN ,� b��� i ;.',� r�\: �s,' ' �S A�''. \ � ; V �..� ��, �� ��t. 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I� m +40 00 r= 237,66' C:� rr: �iri I E r e'� I'� �a �8 5a�, 3a.00', ` R= 830.00' i>�v/I_'rnrl < �� . � Ma�,1�RIE Fnl p� Li� B�Rr,d�nLL � sE = 0.06 �;� �� � P��, �_ .� -- I � °N�P� z' c',�� � V= 50 mph NOTE: ALL DRIVEWAY RADIIIO' UNLESS OTHER ISE NOTED. ,r � 36 ._ t � � L � �-f �t ���}''i �f SiR •730�4 S/a.16+5T �r: 7- _; � �- � � �-+ �r r- � � i i - M r = �11't '_Y� -� "�-',�y7.,��] � �� �=-F�7 �"__ � I .�. - ��� � ���-� . E I 'I T�r i , i i. r- �' t i� � 1 . ,., '� �� � t i -�-� i i i� 8RlOGE HYDRAUUC DATA �1.� � r � L �- -�—��— �'— �-. 'r � � . �C I _ 6D L ..�.. � � ..-.. � . .... ,ril—F i r � .: � i f +i ��: ri� � �i T . _- ' � � � � � � + i F � DE lGN FRE01/ENCY - 25 YR � �- _ _ -I I +ti � F'1'� _ �r � � '� . . . �. l i I �. pE5/LN DISCNARGE - /.300 CFS -f' � I _, � 7 � � �..f j i � i � � . � � i ,. � �'� DESIGN MN fLEVAiION = 2l6 FT -. �_ � r � ���,-r - " 32�- � i ����6EGIM CONSTRUCTION ' �oa rEaa orscnnrtce - z.352 cFs {_� r � �� � ��� � �� � r+: � l00 YEAR FREOUENCY = !00 YRS � -�-� ,L ��� � �� � � q�_ � �� -1� �- �- x . I'. 100 YEN2 HW ELEVATION - 229 Fr �. _.; � -� � I �� L`'F" 1 F �" � -L Sfof��SOOG �I wEaro�P�NCFaeoueNcv= ioo. rrrs �L � Ii � T i �i I� i i��i,_ �, i i J I �,�I�' I I. i � -� �� Ef 2,3.� ' I O✓ERTOPPING �ISCHARGE = 2500 CF "�- �'{' "'-I� � � { p 2$ , r i .. i I �i �: y.� 0✓ERTOPPING ELEVAiION 2J5 F7 :� � �_i'.I i ��" �� ���jFi/(Jr�� � �_ f I �� � •. � I �+ � i � NORMALWAiER SURFACE ELEV =�iJ FT `7 �� � I '-� �" ` :.'� I i. I: i .�-'t1� i I �I �. �� i oare ov suaver -,i2zizon 1� k, .�.� _ I[1..� ��_� 4�-��,-� T.. i-.1.T " 1L...-. 1�.�__ �,-r.J� :. _. . - - - � � � � � ��� t' _ I��I i '� . '- � �i �- � . . ,.. . .��....a . _�... �_.__ ..__.� �._, I I 1_T'_1T "' . . YF ;�.i � I I:;�VT -_..... . i .,.. .. �, . �:.:: � i � I '. I � ii:il: 75+00 16+00 17+00 � - :_l:E is+oo -..--ty� �'1`y - ' ev-(APER 70 30.43'�35.00' `' � � c � �� END CONSTRUCTION P�E –�– sTa,. 20+00.00 � SPECIAL CUT DITCH } . SEE DEfAIL B SO.00� .1 . : PL1NS PREPdRED 8Y : , : RiC �fC �.00• 1;, ,�h co� OL \IL��i rviiv C�� ��'�'p� [VMME4 R E��E0. 6 IV. "� F� �" L l� 000 91OGEFlFlO 04rvf SURF ]50 RAlE1GX.NONiX CMOUW. 2)609J960 , _ NC LICEMSE NO.F-0It} • IVlpllfYV500 ✓,ZOa7<,' � .�.�_, :-_ 19+00 � 20+00