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HomeMy WebLinkAbout20160133 Ver 1_Application_20160210Carpenter,Kristi From: Robert Turnbull <rturnbull@ESINC.CC> Sent: Wednesday, February 10, 2016 4:59 PM To: Herndon, Mason; Carpenter,Kristi Cc: jabyrd@hntb.com; Jay Watson Qfwatson@HNTB.com); Mathis, Stonewall D Subject: 17BP.3.R.42 - Duplin Bridge 51 Attachments: 17BP.3.R.42_Duplin 51_permit package_DWR.pdf Follow Up Flag: Follow up Flag Status: Flagged Attached is the LIB permit package for Duplin County Bridge 51. Please contact me if you have any questions or need additional information. Thanks, Robert Robert T. Turnbull Project Manager Environmental Services, Inc. 4901 Trademark Drive Raleigh, NC 27610 (919) 212-1760 (Office) (919) 617-9153 (Direct) (919) 819-1846 (Cell) rturnbull@esinc.cc www.environmentalservicesinc.com Confidentiality Notice: The information and all attachments contained in this electronic communication are privileged and confidential information, and intended only for the use of the intended recipient(s). If the reader of this message is not an intended recipient, you are hereby notified that any review, use, dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify me immediately of the error by return e-mail and please permanently remove any copies of this message from your system and do not retain any copies, whether in electronic or physical form or otherwise. Thank you. Water Res�urces ENVIRONMENI AL GUALI I Y PATMCCRORY r�� DONALD R. VAN DL-R VAART �� � , � «�„ S. JAY ZIMMERMAN 1>in�clnr Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: B- County_Duplin Bridge No._51_ over _Big Beaverdam Creek_WBS Element Number 17BP.3.R.42 This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules. �,�,.,,,A� Z �q �ZaJ b �% j�6 Date: � Applicant Name: NCDOT Hiahwav Division 3 Applicant Address: 5501 Barbados Blvd. Castle Havne. NC 28429 Primary Contact for Project: Stonev Mathis Phone No.: 910-341-2000 Is this an after-the-fact application: Yes X No River Basin: Cape Fear Stream Classification:18-74 29-1 Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quality Certification #3883 and/or Buffer Authorization Local: None Project Description — This section shall include a description of the existing and proposed bridges, any stormwater management BMPs utilized to meet diffuse flow or treatment prior to discharge, existing and proposed stream/wetland/open water impacts, buffer impacts by impact type (road fill, bridging, etc.), drawings of the propo ed proje t and impacts. Additional pages may be attached. See .Pe✓',.,�„'�. ,� 0.Gkaqe ✓ Signature: Print Name: �-� o� e ��.� � %a`��e`,f Title: �ir/ i J i av� �v i,!'o�y�n-?�'►�t J[�-�;C�/' State of North Carolina �Environmental Quality � Water Resources 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Phone:919-807-6300 H i hwa North Carolina Department of Transportation �StoPCYlwc'3ter �+�� �.�_.,� Highway Stormwater Program ..1��„'' STORMWATER MANAGEMENT PLAN _ (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.3.R.42 TIP No.: Count (ies): Du lin Pa e 1 of 2 General Project Information WBS Element: 17BP.3.R.42 TIP Number: Pro'ect T e: Brid e Re lacement Date: 10/29/2015 NCDOT Contact: Robert T. Turnbull, Environmental Services, Inc. Contractor / Designer: HNTB North Carolina, P.C. Address: 4901 Trademark Dr. Address: 343 E. Six Forks Road Raleigh, NC 27610 Suite 200 Ralei h, NC 27609 Phone: (919) 212-1760 Phone: (919) 424-0437 Email: rturnbull@esinc.cc Email: 'ab rd@hntb.com City/Town: Delway County(ies): Duplin River Basin s: Ca e Fear CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Project Length (lin. miles or feet): 0.123 miles Surroundin Land Use: Agriculture / Rural Pro osed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.3 ac. 0.3 ac. Typical Cross Section Description: 2- 10' asphalt paved lanes with grassed shoulders. 2- 9' asphalt paved lanes with grassed shoulders. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 340 Year: 2031 Existing: 170 Year: 2011 General Project Narrative: The proposed project involves the replacement of Duplin County Bridge No. 300051 over Big Beaverdam Creek on SR 1100 (Old Camp Rd.) The existing bridge consists of 1 (Description of Minimization of Water @ 17' - 7" and 1@ 17' - 9" reinforced concrete deck spans on steel timber joists. The proposed bridge is a 1@ 70' - 0", 24" Cored Slab Bridge with a total width of 33' at the �uality Impacts) same location. The project also includes 0.11 miles of roadway improvements. There are no existing stormwater facilities on this project, all fill slopes tie to wetlands. Also since deck drains are not proposed on this project all storm water from the bridge and approach slabs will be collected by a storm drainage system. The system will discharge at the base of the fill slope into a Class 'B' riprap pad @-L- Sta. 14+52.0 (RT). Waterbod Information Surface Water Bod (1): Bi Beaverdam Creek NCDWR Stream Index No.: 18-74-29-1 NCDWR Surface Water Classification for Water Body Primar Ciassification: Class C Su lemental Classification: Swam Waters Sw Other Stream Classification: None Im airments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Brid e S anning Water Body? Yes Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) H' ilwd North Carolina Department of Transportation �'Storriwater Highway Stormwater Program �. STORMWATER MANAGEMENT P�AN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: County ies): Du lin Pa e 2 of 2 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects) Water Bod Type Ri ra T e (ac) Structure (in) (cfs) (f s) Buffer Rules? 4 -L- 14+52 RT (1)Big Riprap Apron / Pad Class'B' 0.1 Pipe 15 0.5 0.4 N/A 34.8141 / 078.15115 Beaverdam Additional Comments ' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � Z O w � 6 � m �/1�2 PERMANENT WETLAND IMPACTS = <0.01 Ac /107 SF HAND CLEARWG IN WETLANDS = 0.00 Ac /0 SF PERMANENT STREAM IMPACTS = 0 LF TEMPORARY STREAM IMPACTS = 0 LF LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES MECHANIZED CLEARING �DENOTES HAND CLEARING �DENOTES FILL IN WETLAND �DENOTES EXCAVATION IN WETLAND 130 120 ��0 ��� 90 80 70 �� ° 60 � � 50 C � WETLAND & STREAM IMPACTS SCALE 1"=40' W3 PERMANENT WETLAND IMPACTS = <0.01 Ac /338 SF HAND CLEARING IN WETLANDS = 0.00 Ac /0 SF PERMANENT STREAM IMPACTS = 0 LF TEMPORARY STREAM IMPACTS = 0 LF SCALE 1" = 40' /� � � � � �INTBHNTB NORTH CAROLINA, P C PROIECTREFERENCENO SHEETNO. aas e. six Forks aoad, s�ite 200 17BP.3.R.42 4 Raleigh, North Carolina 27609 NC LicenSe No: C-1554 RNJ SHEETNO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER W1 PERMANENT WETLAND IMPACTS = 0.02 Ac /1353 SF HAND CLEARING IN WETLANDS = 0.00 Ac /0 SF PERMANENT STREAM IMPACTS = 0 LF TEMPORARY STREAM IMPACTS = 54 LF BEGIN / END SAFETY FENCE -L- SiAO+00 fLTI �� O TURBIDl7Y r � CURTAiN lTYPJ � � �TEMPSHORING O � � i ��� ._ � r � ' i _,. � � i ' � � O i_ i � � � � L � + 1 �� �E i % i � 1 .. �. . , - ,. x . � _ .� I 1 �� . ___—_— J �� r. Y � - �-; a4o, - -L- TB2GI /�� F 'V ,� .. ^ � _ _ � i - y � _ -.-; 4 � . � .✓ i � }- I' } � 15'JRCP-Ilt � '�� � �� � 0 DETAIL A BANK STABILIZATION ,N �io 5�a�e, Top of Bonk 3.5' �TYP.) Proposed Spll ` _ hrougli Abufinen� � �� s�n9 Abu�men� ype ol L'ner 25 TONS Cloxs'1' R'ip-Rop 1'S Thickness FROM -L- STA. 13+73 FROM -L- STA.l4-F13 � BEGIN / END SAFE7Y FENCE � 1 � ., � -L- 57"A.O+00 (RTI �n CLASS 'B' RIP-RAP EST. 1 TON -- � EST.S SYGF ` W4 wnrn_r- eaR l� � PERMANENT WETLAND IMPACTS = <0.01 Ac /159 SF HAND CLEARWG IN WETLANDS = <0.01 Ac /252 SF CALE PERMANENT STREAM IMPACTS = 0 LF ��, = 4O, TEMPORARY STREAM IMPACTS = 0 LF X � ^ � � � ����� ���� MATERIAL TO BE REMOVED � � � � � BMl ' I�� II ��O � I�� `- � T -L- STA 16 + 78.09, 82.60' RT � ELEV. = 82.60 130 BRID�'iE HYDRAULIC DATA - R�R SPIKE SET IN BASE OF 12" SWEET GUM __ _. I i i i i i i i i i i i l i i i i I i i i i i i i i i i i i i DESIGN DISCHARGE = 650 CFS � �, � � DESIGN FREOUENCY 25 YRS � � � � `- : DESIGN HW ELEVATION = 78.6 FT - I � _ I � � I� I� I� � � � � I � � I � � I _ � _ - ` J _ I� � I� � 2O I __ � � � _ JJ_ BASE DISCHARGE _ 1000 CFS � � - ' ' BASE FREOUENCY = l� YRS _'� : _ � � � �, � � � � � � � � � � � � � � � � � � � � � � � - �_ � � �I � ,', �', '� ,, � �; ', � � '� ,� , _ - � � � BASE HW ELEVATION = 7939 FT � ' ' � � � � � ' ' ' � � � � ! -' ! � � � � ' ' OVERTOPPING DISCHARGE = N/A CFS BEGIN GRa,DE �; �; �; ; �; i 11 O OVERTOPPING FREOUENCY= >500(+J YRS -L- STA 10+50.00 EL-DSTA�I7�E 00.00 OVERTOPPING ELEVATION = 8/98 FT ELEv. = 85.40 _ ._ __ �', �', ', ', �', , , � , � , �� �,i i ii ELEV. = 82.80 �i,� i� i i ,�i = FT _ ' �� �� � ,I� 100 - '++ ��'- - + � I I� ',- �i-I-I—'r ��f � � ���i-I � � _' . I' . �� ,'� � �._: / PI 11 65.00 -- -- - - - DATE OF SURVEY - 06/23/ 5 __ � - - , � � - _ PI - 15+90A - EL - 83.05 � W.S.ELEVATION � I�I VC = 230' __ = EL = 81.44' I I, = 7 7/ FT _ — AT DATE OF SURVEY 6• K— 138 - ; K�= 136 � i 90 � V= 61 MPH WS EL.= 76J1 __ � V= 60 MPH _ SURVEY 6-23-15 � a .__ ��—...��m_--_.ea.. -- '_'I , , � ( �0.3803% .- m,----- me__.� ___._m------ �+� �-)2.04 a , .o. � _ _ _ : � 17% __ �_ . � i Z� � � �_ 8� __. _ _. 1.2402 % ' _. __ _ _. - __ ___ �_�_ . - - i s - L - _ -- - - - - - - - ���- I - - - -L - - - . i -. � ,�, ,�, ,, �' � � � �� � �� -- - - - -- - - - -- �� I _ �i ,� - 70 10+00 C�>»>.C�::����::»>�C ::�»>.�:C�»�CC.:�: ' C' �.��.CEE»�.� C C���C��.�.:E���:E CC B .� C.�.....C.�. � .C.�. � .�.�. ��.C��....... . .:.����:.:.:�� :.:.:��'�:.:���:....��eEEea� . ... .. ...... ....... ..... ........... . �� �� �� �� EEC��EEEC���EEC��EE�C�C�EEEE��� eEea?eEeEeEe9�eEEEEe9eEEeeEe9eEEEEee9i ... .. ...... ........ ....... ......� 15+00 16+00 17+00 50 6 � cn WETLAND & STREAM IMPACTS �INTBHNTB NORTH CAROLINA, P C PROIECTREFERENCENO SHEETNO. aas e. six Forks aoad, s�ite 200 17BP.3.R.42 4 Raleigh, North Carolina 27609 NC LicenSe No: C-1554 RNJ SHEETNO. �� ROADWAY DESIGN HYDRAULICS ` � ENGINEER ENGINEER ' . `'' - �/1�2 PERMANENT WETLAND IMPACTS = <0.01 Ac /107 SF HAND CLEARWG IN WETLANDS = 0.00 Ac /0 SF PERMANENT STREAM IMPACTS = 0 LF TEMPORARY STREAM IMPACTS = 0 LF SCALE SCALE W� �EGEND ��� = 4O� ��� = 4O� PERMANENT WETLAND IMPACTS = 0.02 Ac /1353 SF �DENOTES TEMPORARY HAND CLEARING IN WETLANDS = 0.00 Ac /0 SF IMPACTS w SURFACE warea PERMANENT STREAM IMPACTS = 0 LF _ TEMPORARY STREAM IMPACTS = 54 LF ' '�DENO7E5 MECHANIZED ' ' CLEARING . i F �- DENOTES HAND 'sy,; _-_gq9-0'.�ii��l' i i - � CLEARING - * �DENOTES FILL IN �i i i ---�- ��' WETLAND � �I� � . i � - / // F DENOTES EXCAVATION i � �^� IN WETLAND � I I I � . �� / _ . . - ' �kVID WIG.�, - �- � BEGIN / END SAFETY FENCE - -�� � OB i097 �... � -L- SiA.O+00 fLTI � \- _ - �- � . .- - DB �010 PG . � �p� � a H / � -�- O - TU.RBIGITr ^ r WATTI_E BARRIER CURTAiN lTYPJ r \ � - BEG�N / END 5.4FETY FENCE � Y � � �� , �- � .\ . � - - , m �TEMPSHORING -L- STAIl+46 (LTl 1 � t\\l: � Y' �' Y�. 1. . � L � � �� _ 4 1 i 1 $ \ � ` �. . .. ti } i y �_ ., �., � � � Y y 1 J, � � � � 1 .� � Y i ' z' 's � � � E L � � �I 1 1 t- 1 � � � _.a�> , - 3ti= .. _� - - 1 iz:-= �-- - -- , \ . l 1F i � E 1 .. � _ , - , . . � �� � ' - _- ' , -= �_ ., _sr ' _ ' ' '- _ , -- --- ,r� � � ' 1 � DETAIL A � _� ,_"_'__pQ�_� � _ _'�� ' -__ � _ _ - , -_ - .__—__—_---------- . __----_ - . � BANK STABILIZATION . i _ _ �� � �� - . , _ _ �� , . � � __ -" ' 26,_� � -__ -_ '�-_ _�� _. 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':�. ._ OO � � �E-� �� E�—, E ,. �� . - . paoi��e� �zsloNs`a:�,7,a.p_Rpp l.s' ' �� � -�- -. - O � ' � -a- i � �o , m I � � Y E i � I � � Thickness . .. � '_ - .� � I m � � J ��: � _ , m I 15'JRCP-Ilt � 0 FROM -L- STA_ 13+73 n 1 y4 0 FROM -L-STA.l4-F13 l p � � � �- ! m` ` � BEGIN / ENO SAFE7Y FENCE � �-�'��.1 �� � o �� � -L- SFA.O+00 (RTI W3 i ; � ti anss �a• n PERMANENT WETLAND IMPACT$ _ <0.01 Ac /338 $F ?� — � m esT.RAroN - HAND CLEARING IN WETLANDS = O.00 AC /O SF BANK STA9ILIZATION esT. s sv�F �� W4 PERMANENT STREAM IMPACTS = 0 LF - EI see oerna n wnrr�_r- ea�r l� � PERMANENT WETLAND IMPACTS = <0.01 Ac /159 SF TEMPORARY STREAM IMPACTS = 0 LF BEciN i END SaFErr FENCE -�- STa.n+32 rRn SCA E 2 HAND CLEARWG IN WETLANDS = <0.01 Ac /252 SF i � �� _ O� CALE PERMANENT STREAM IMPACTS = 0 LF ��, = 4O, TEMPORARY STREAM IMPACTS = 0 LF z; � ; � � 1��5 v ��� MATERIAL TO BE REMOVED � � � � � � BMl � .�-r�r��r���r�r�rTrt�rr�rrrT�rT �� � _ r�n_���n_�_�_�_� rrl-n���rs�_�rrn�� f�n_�r �. �. . . . _L- STA 16+78.09 82.60' RT ._'�--r- 130 120 ��0 ��� 90 80 70 �� � 60 � �. 50 a�������o�����m���oo������ � � m������a������o������u������o������a�����m� , � , o�������m����o������m������ • �o������o������o�����m�����m������o������o� �m���um����o������muu �mm������o�����m��mm����m�mm� • �o�oo���������o���o�o�o ��o���o�o���om��m�o���o�o�o� a����u��������o����u�u����� �u������au����u����oa������uu����au����u� �ommii mio�ii m��o�iio oii�oii�oo�oo �������W V�����V����V�����■ �V V������V��Y����������N������V ������V�� 0���„nY�����0����p0 ���p �On��� Op����0����� Y����� 0�,��� Op��� 0� �m��mm����m���om���i ����m����uo����m����mo��mo��m�� M�������m����������������������������M�������������������������������� �������������n��������������������������������������M���������������nn��AY����Y�������Y� � � � ■��� ioim�i�iim�o �� mo��mo immo���uoo �� m�o �� m ���o������� a��iiiii i�a�iiiiiiioiii��m�ii��miii��miiiii�iiiiiiiiia�ii�im�ii��m ii��m�iii��� m��� � �m�� iimiiiiimiiimiiiimiiiimiiiimoiiuuiiiimiiii ��aii��� �� o�� ��o�������m�����o������o������o������o��������������o���� ����m��o�mm� a�� '�a�������u������a������a������a������au����o������a���� ������a��am� n , � �m���mm����mn���m�����m�����mo��no�����mn� ��������� � � �Yn��O��OY�NY���nYflO��� � . � ���0 p 1 1 11 ���m�����p���n������np����pAn���p� n—�--- ��a�������n������������a������a������Op����a���������� 1 � 1 1 �����o�� �� • � ���� �miiiimiiiimiiii iooiiooiiiimiiii : � ii����� o�� ��o������o������o����a�o����oo������o���� �����o�mo a�� ��a������a������a������a������a������a���� �������� nAh��nAh��nAn��nAn��hAn��nAh�� �������n��AA���� �� mo��mo��mo��mo��000��mo� � � , , imu m��iiii�io��ii�W�iuuu�o�i���u�u�����u�u���� ��m�� .�� S C C S C C C S .� �� p� .. .. : � ... ....... .... .. ..... .......... � .......�. � ' ' EEEeeBe EEea?eEEEeEe '; .�e�:�E�;� �;E� :e:=� �e:: ' :�.BeEee��:EeeW —; �..; . �.W;�.... ....�. • � e .�:.........�::��::�:... •1• oi�mi�ii��oi��i�i���m i��mm u�iiiu i�i �iimmi�o�i�i��io�i�iimi� �C.� � .........� .................. .......... , �. .�.....m......�....�. �C::: .. � � :� , , : ::�C ��'.C�C�S� _::���� � " _ � . . .........�......�......� : � Ip��� � �� �� ��R ���0� ������a�i� I!, il i�m��m�immi�mi ��i�����i���m■ we�p ��u ��u ��u ��� ■ ■ ■ ■ ��' ■ ��� i iiiii�� i���� ■ i � iwii�iiiimiwii�iiiiimwiimi� � �YN���N ��N ���� ■ ■ ■ ■' ■ ■ ' . ��iio����oo����iiom�iio�aii���i��' ��i i :i ii��� iii�: �ii�i� i��ioo i�� o�ioo� i000 i000�io oioo �i �o� �0000 ioo� o�io�o�'iii��mi �m ��i�����mmoiimmi�u �"�o"�Bo'm�B0007:'�:C�S�'�:C:�:'�:C:»�T.C:�: ��' 'C�C��:C:�:'�:C:�:�T.C:» 'T.�:'�:C�S��:C::C» C:C�T.CCC:C:C�:CCCC' :C�T.CCC�....oa��...� �::�:��••o:�•�om... � �iiwmuw�� w�� w��iii� � ■������ �� ��������� ��������i o����� ■������ ��i�i�� ii� i ��������iiiiii� � ��i�iiii� � �i� �� iiio i� i���� ii� �i� i������ ii� �� iipoiw �i m�m���m=mo��m� �e::: am���'����'� ��� e��� .e=�� e� e�����'� �� e=m e»� e=»��� ���� E e� CC . 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' : �� :C:T. :C:T. � :C:T.' : :» : �C:" :C:T. :C:T. � :C:T. : :T. ' :C�� : :C» . ' :C�T. ' :C:C�: CC:C: :CC C: C::C: ' :C�T. :m:::: �:C::� ::C:�:C::: m.m:" .. �e�.:::�:::::�::::e�:�.::a�::���:9:::���::::����:::::?� :::::�����:::���:�:::»�::::����:::::?� :::::?? ��:::���:::::��;EE:a: .. EE:a::EeE::::� EE:::� EE::::� EEE:::� EeE:a::EEE::�:p::�::e::�:a::�::::� �•.:::�:� � � �� �� �� �� �� �� . �� �� WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (tt) (ft) 1 -L- 13+46 TO 15+18 24" Cored Slab Brid e 0.01 < 0.01 0.03 < 0.01 0.01 54 TOTALS': 0.01 < 0.01 0.03 < 0.01 0.01 54.00 `Rounded totals are sum of actual impacts NOTES: Fill in Wetlands = 574 SF Excavation in Wetlands = 46 SF Mechanized Clearing = 1337 SF Hand Clearing = 252 SF Temp. Stream Impacts = 577 SF � � • . � • � L GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) ROADSIDE EIVVIR011lMENTAL U11IIT DIVISI011t OF HIGHWAYS STATE OF NORTH CAROLINA T� ����� �� ����� �������� � � � � � � � � � � � � � � � d � � � l�� _I . .�� ..� ■ �' ■ `����• \ �' I� `� � � � .�� I�� ��) I'� I'' I'� ��) I'' ��) � I�: II) . � �� � � . . , � . r . �� � .� ) � ); \ ( ) \ ) , � . . . � .� LOCA TI01�: REPLA CE BRIDGE 1�0. 51 O T�ER BIG BEA T�ERDAM CREEK 01� SR I100 (OLD CAMP ROAD) TYPE OF WORI�: GRADII�G, DRAII�AGE, PA T�I1�lG, A1�D STR UCTURES :7 THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH �Y THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED �Y THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY. Prepared In the Offlce of: �0� HNTB NORTH CAROLINA, P.C. 343 E. Six Forks Road, Suite 200 Raleigh, North Carolina 27609 NC License No: C-1554 2012 STA11tDARD SPECIFICATI0I�IS ALLEN T. HODGES, EI EROSION CONTROL LEVEL III CERTIFICATION #3633 STATE STATE PROJECT REFERENCE NO. SHEET TOTAL NO. SHEETS � � � � liB�.3eR.d� ECpI 5 STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION �R��I�N �lN� ���IM�N� C�N�R�� M���VRE� � ES d• � �escripEion Symbol 1630.03 �e�����,�� �gIl� ���Cl�---------------------- � 1�30.05 �Ce�����,�� ���e�s��� ----------------------------- � TD � 1605.�1 �e�anpo�a�y �i�� �e�ace _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ _ _ 160�i.01 ��e���,Il ���g���� C������ ]Fe��� - - - - - - - - 1622.01 �e�����,�� l�e��s �.�d 5���e �����s ------------------- ��- �- ���� l��,sa� 7[°��e l�--------------------------------- � 1633.01 163�.01 163�4.02 1635.01 1635.02 1630.0� 1630.06 �Ce�����,�� lE���l� �n�� Cl�e�]� 7C����A------------------ � �Ce������� IE��CI� �n�� �l�e�l� �C��e�A wg�h �l[�.��a�� �,��1 ]E�m���.��yfl�.���e �I�AII��][�-------------------- � �Ce�����,�� �$m�➢� �all� �l�e�k �����1� - - - - - - - - - - � ��.E�ll� % ���� lFab�� �����e--------------------------------------' ��.E��e % ���� lFgb�� �U�.��➢e w��h ]l�o���,C��➢�,�Y�Le �]I�AII�I[�--------------------------------------- � �e�����,�� ]Eg�cl� �e�Il�e�� ��,� ���edA- - - - - - - - - - - - ��������� I���l� �ed����� ��,� 7C����l�---- � lEg��➢� l[D��� I�ll�� �e�l����� �C��� �C����A-------------- l ]l��Cl� l[D��� ���e� �������� 7C��,� ������------� ��n��a�g ��,sn�n ----------------------------------------------------� ��eci�� ��i��n�ag �asi�n--------------------------------- � l[$��1� ��Ile� ���La���� 7C���e 1�i32.01 ���e �---------------------------------------------------- A � 1632.02 7C��e 1�----------------------------------------------------- B � 1632.03 ���e �---------------------------------------------------- C � �1����e� ]��,s��------------------------------------------------ � ��e�e� �1����e� l��,sIl�----------------------------- ���Il����,���� ]��s��-------------------------------------------- � Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 1605.01 1606.01 1607.01 1622.01 1630.01 1630.02 1630.03 1630.04 1630.05 1630.06 1631.01 Railroad Erosion Control Detail Temporary Silt Fence Special Sediment Control Fence Gravel Construction Entrance Temporary �erms and Slope Drains Riser �asin Silt Sasin Type 3 Temporary Silt Ditch Stilling �asin Temporary Diversion Special Stilling �asin Matting Installation 1632.01 1632.02 1632.03 1633.01 1633.02 1634.01 1634.02 1635.01 1635.02 1640.01 1645.01 Rock Inlet Sediment Trap Type A Rock Inlet Sediment Trap Type � Rock Inlet Sediment Trap Type C Temporary Rock Silt Check Type A Temporary Rock Silt Check Type � Temporary Rock Sediment Dam Type A Temporary Rock Sediment Dam Type � Rock Pipe Inlet Sediment Trap Type A Rock Pipe Inlet Sediment Trap Type � Coir Fiber �affle Ternporary Stream Crossing ISOMETRIC VIEW n r � -r rrn�nr � 1 L YY/'9 1 1 LL VIEW FROM SLOPE NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE AND LENGTH OF 10 FT. EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED. DO NOT PLACE WATTLE ON TOE OF SLOPE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED. INSTALL TEMPORARY SILT FENCE STANDARD SPEf'T�Tr_nTTnnic INSET A F I L L S' ^"� IN ACCORDANCE WITH SECTION 1605 OF THE 1 ►► _ 2 ►► TRENCH . _ ►► ... _ __ . _ SIDE VIEW �ILT FENCE POST = I NSET A DOWNSLOPE STAKE 15"-16►► ISOMETRIC VIEW 2' WOODEN AL FRONT VIEW SEE INSET A NOTES: USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER (COCONUT) WATTLE AND LENGTH OF 10 FT. EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED. DO NOT PLACE WATTLES ON TOE OF SLOPE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 20 FT. FILL � INSET A � 2 ►► _ 3 ►► TRENCH TOP VIEW VVYYIVVI_VI L V 1 /"�I\L I1� I � � I � I (�> \ �'1�.-�"I�I�: C�>�.. (�> I �� 1 I I � I I I ��� � . -� � � � \ (�> I'� " I � l l � � . �� I'� (�> l . I \ . �� SITE DESCRI�TlOIU STqBI�IZATlOI� TIME TIME�RqME EXCE�TlO�IS PERIMETER DIKES9 SWALES9 DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER CHQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2019 14 DAYS ARE ALLOWEDo SLOPES 30l OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTHo ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo N Z � > w � �EGIN BRIDGE -L- POT STA 13 + 60 +/- BEGIN APPROACH SLAB -L- POT STA 13 + 48 +/- GRAU 350 TYPE III $:� Tp,PER N l6° 04' 490/" W 8:1 TqPER � V � GRAU 350 T�PE III BEGIN SBG RT -L- STA 13 + 36 +/- END SBG RT -L- STA 13 + 48 +/- � � SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT NTS TYPE III GRAU 350 r 0 r 8� � TAPER GRAU 350 8�� TAPER END SBG RT -L- STA 14 + 54 +/- BEGIN SBG RT -L- STA 14 + 42 +/- END APPROACH SLAB -L- POT STA 14 + 42 +/- END BRIDGE -L- POT STA 14 + 30 +/ --__-',-_-__-�,�--=�-- �„' ,_\ \ \ i � i � ,�� i � T �- - � �^�- --- � � P �AN � � i � � I � � i � � i � i ' ` � � HNTB NORTH CAROLINA, P.C. 343 E. Six Forks Road, Suite 200 Raleigh, North Carolina 27609 NC License No: C-1554 i,��_ ,\ 1 � _\ \ 1 �_ i � � � � ,� _ , , , �i �, �, � _ ` i �� i � i � � // � � � �I i I A .� , �� ,,---,, , , � � � �� _ �" � -' � \ i `� � � �� `. �� `�� -�_i = ---- g � � �� �� � � , � ,\ � �_,\\ � � �,,_, � � ; �� � �� � \ � i_\ �'---, � � �\ � -, � , �� �� \ _`� ( �_ � � � / / //� � \\ �--- � Cbv^� /� ��- _ \ � 1 � �� � \ / �� l � ��� � -- -J 1 � � i��� / � � �--� �J � � � ,_ __, ` _ I ��� �� - � � � � -�_�-��i� ��� ���, � � /�� __ _ � � � 1 � i � _ �. �� i i � � PROJECT REFERENCE NO. 17BP.3.R.42 R�W SHEET NO. SHEET NO. EC —5 ALLEN T. HODGES, E.I. EROSION CONTROL LEVEL III CERTIFICATION #3633 � � i -�� - - ---' i � . � _ , _,, � � /�- I, � - ���8--- � �_ ` _ � ' � '- � i � � � 1 \ � j � � � / w ��� / / /��-� t- I � � �\ � / �� �'� -� / / / y � �� ti /�-�\\ ���� �\ ,____ ,--- �,\ `i �' � _ `7HOMASi V. 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' �� �� � '� �� \ � � � \ \ � N o � � � � � `� � � � � � rn �I � � \\ � � � �� / � %< lo N � � ,, � � � ,- w o 0 � i � . � �' � � . � , - � WATTLE BARRIER V � � � � � � � � � � �� � � � � � N � -� � � � � � � � � � � � W � � � � < � ���e � � � � � y � ��� \ � � � � � � �------__� � � - - -w�s-�F RAU 50 ,_,, I � o�__ _. .. � — a .— �s. _�_�, � — 1 — �e-� IIY:. � SR 1100 OLD CAMP RD l8J'BST _ � . � i � � _ � �� �� ��-� , �' �_`�� � -� �-- g� _ �--� �� �- _ , � - --- -- , � - � - --- � - - - - ---� - -- - � — �� - i �--��� = -- �-�-_� ��= - =-' � � --���$`� , �� ��� -87 --��-�-�n=� �-�=rn-�_ — — --- --- — J ___ i--- � �� / �/ - �--9� ;-- - - �� � 91, ��� � --_ � �/88--� ----� � �� �� � �� — � - �-_ - � /�i_�\� cn � /� � `� --� - ��� \ �_- _ oo-� i ��� .. 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BEASLEY FARMING, LLC REMOVAL OF THE EXISTING BRIDGE. _-- ,�----_ -� , � / � � ���°�� i�is Pc 3ss 2: CONSTRUCTION AREA SHALL BE DEWATERED _'�=- ` � ::� 6 PG IS �/�� ��' � BANK STABILIZATION INTO SPECIAL STILLING BASIN. '� �"-- SEE DETAIL A _ BEGIN / END SAFETY FENCE 3: EXCAVATE BANK AS SHOWN AND INSTALL �--- -L- STA.Il+32 (RTJ 2 BANK STABILIZATION. '� ;�� -_ � , , �- i , � � -� � � , , 4: REMOVE TEMPORARY SHORING. \ �xux.:,xx� ,.x x��x;��x�.xu � � � , , , , , � � �� � ,; ��,-��� � i � i � , Z� ' � '' ' ' NA � , , � _ i �_ ` 8 � ^ `� �' `� i " i BEGIN / END SAFETY FENCE � \ `� \� 10I % ' � -L- STA.17f00 (LT) > ` �- - �� ,i i , ' � � �_,_� ` � � i , �,_ .� � �� � i �86--- TURB/DITY �� s ; ��\ g`�,' `-,\___ �` `\'\'.\ �-\ i CURTA/N (TYPJ r �ss p � � • � ' - � � ` � _ � _' � i � - � �, ��' �,_ � � � �-_ '� , `� i �TEMP. SHOR/NG i , o �i _ - - - - - -� � - - _ � / 85 � \ \ � � C N o '� '----- `� ; �`_� �.-' ; '� ` _'���--\`� �ri � 1 � I� � i// 1 ,���1 �i�1 � � � � � � � � � � � � � „ " � 1 � � � � � � � ( / ` �-'�i / %� �I �' 8g_,� 1 _ � � " � � - - � � � � J_ �L � � � � � 1 � ��\ �� � 1`=_8j -��/-87`� I � ` / ����".�..� � � — — — — — — /-8¢� � \ �� W�--/\ (�-��� - _ � � GRAU _�__.____ .e-�.�-W — — -___- � � � � �_, � , � �� _ E _ — ---WLB-- -� � � ' ci:! ��f �R � --- �--98�' �,- ���' � . . . . O �_ . _ . �_.. 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Ait1 No: Federrrl Prrije�t i`rackiu� \'n. �lnt��rnal U.�e� is-ll-aaol HISTUitIC A�ZCHTCT�C'I'URC AND LANllSCAP�S NO SURVEY REC�UIR�U Fl7R1VI This form only per[ains to Historic flrchitectul•e and Landscapes for this projeet. It is not valid fo�� AF�chaealQgical Resaurees. Yau nlust consult separately with the Archaeology Group. 17BP.3.R.42 PROJECT II'�1F�RMATI0�1 C"oa�tltry: Duplii� Docrrme�tt Attzchment G LIBR I Fuitdi�tg: 1 Ycs n No I Pern�it �tate � I 1' ed�eral NWP 3 Pj•c�iect Descri�rtio�r: Bridge rcplacen�eilt of Duplin County Bricige 1�10. 51 o�i SR 1100 {�J�d Ca��ap Road) over I3ig Beave��clai7Y Creek, lc�c<�teci west af Delr,v�y, NC. Pi•oject length is 0.110 miles. The ��i�ht-of-way will remain tl�e same. Thcre is an off-site detaur, r�ar��li�ig from SR 1100 to SR 11Z8 into Sampson Cow1ty on SR 194b to �1C 903 itito Duplin County to SR 100. Pe�-n��nent easemcnts are rec�uirecl. SUMMARY OF HISTQRIC A�tCH�CT�CTURE AND LANpSCAPES 12�VIEW Descri tiojt a rev�etiv aclivitles resrrlts rrrrr/ conerr�sio�rs: Revie�� of HPO t�tiad maps, HP4web GIS mapping, hist�rric tiesignations roster, and indexes was conclucted on l 1/19115. Basec� on tJlis review, tllere are no existing NR, SL, DE, LD ot� SS praperties it� the Area af I'c�tenti�l �ffects (AP�). Buili in lE)55, Bridge No. SI is ��ot eligible for listing to the National Register of I Iistoric 1'laces (NR�IP} accordil�� to the 1�{orth Ca�-alina Hist�oric �rid�e Inve�llary� Th�re a��e �70 other �t•�pe►ties th�t fall inio the AI'�, wl�ich is roughly defined as 250 feet frotn eacli end af the b�•id�e and 50 feet on either �ide of the brid�e and consisting of r�lainly woodeci areas. 1'herefore, hecause ihere are no pot�ntial historic reso��rces within tllc �1PF, a surr��ey will not be reqtzired for this project. ��!/tv tlte avcrila6le i�z%rn�rrtintt I�1'ovirles rt relrrrble bnsis for rerrscr��aGl�t�r•�rtictiyr� tlrcit tltet•e are nv ir�rirle3atifed siQiri�cajat Iti�toric rrrcltit�ctrrrrrl or Irrrtrlscrrl�e resorrrces i�t thev proi�ct rrrea: I�IP(7 quad tila�s, HI'Oweb GIS n��pping, Google Street View, Goo�l� tna�� and Du�lin �;ounty �roperty recards are eoalsicier�d valid tools for the purpc�ses c�f cieter�niclin� tl�c likelihooci of historic �-es�tu�ces being �resent. �1 survey is n�t rec�uired toa� this pr�ject, N�.eluric:4relrireelrrrr urxf f.rnt<lcrtinets �W!] S'f f1t!?i }" 7fL�f1f'11{li11 Jr�rnt jar',tfuu�+' 7'rnu.r�porlulia� !4'ntrels ��v UuuLlirel iii lhe 10U' 1'ra,�rumn��ilrc AgrE'rn+riil_ P�tgc 1 c�f 2 sun�ouT nocun�er �nAT�or �Map(s; ❑P�ievic iis Survay Info. ❑Photo9 ❑Qori-a9pondencEi �T.la�ign Plans AINDING I3Y NCDOT ARtIHI'DECTUAAIIJ HISTORIAII� Hi9tc nic A�ichitectu�ie and Landscapes -- T CI 9 UI< �I EIY REQUIREn /� � -� la , � � � NCDdT �chitectural Histo�iia n Da te Hrcluric.�r�hileclure uii�lLtti�cl.cc'�r,pr.v,�,`O tiURI'7:]"IiF:Ulfll{lil) fornr_J'nr:'Llrnar' 1i'u��s,l urlcitirn� 1'rojecls a.r (hraliJieclin d+�' =Ull" f'r�;v'r+inrn�rlir A�;reenre�rL Page 2 of � i • z z � � r 3 N g �� �. 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SKETCH �F BRIDGE IN �NT� HkTe NOR,H CARDLINA, P.�. aaa e. six Fo�xs woan, suite 200 17BP.3.R.42 A eEcirt eRiacE )"` REl.A,71UI�fSHIP T� PAVEMENT Ra�eigN, North Garolina zrso9 � N C L i c e n s e N a: C- �`� � 4 a6A�WAY P 5¢GNi�� �o HY�IR.4UlJC5 -L- POT �TA �3'FSSO+/- `� $ f NTS ENGINEER ENGINEER IN APFROACH SLAB �� PdT STA 13+48+/- � � � INCOMPLE rl: I�LANS GRAU 350 ttpE III � " 75^FE Ili GRAYI 356 B.] T � ro r:aT use vox ix nromsmo� �x nae [�Rr:�.IbiIN RY PLA�'s y p pq TOT U56 N.o C015TAL'[TIO�v W � ��/ �� � ' [Y O rr a ^�GRP,U 35p TYPE III �'Sr � TYPE IS�I ,GRAU 350 a�� ;�'fER �� ENa S9G RT � -L- 5TA 14+54 i�% TWpFAAS V, FtEflRiNG, JR N � BEGIN SBG RT pg I7q5 PG 650 �+�p �RO . �-�- srn ia+az+F � POT �'� � END APPR�JACH SLAB � g -L- PC3T STA 14+42+/- � � ; EN� BRI6GE ❑AVIA WILLIAl.FS FA#iAl, INC -1.- POT STA 14+30+/- oe io9� PG 5B5 �B 1010 PG 666 ,^ N- O Y� � N� s + r +00.00 � r ;�>, r, ,� � � r 40A0' +04.00 g 7' o s '� ' � � � ti0.�0' � .z � �+ m .- 40,04" � � '� 5�7e�a2. 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LLC �^ � # � pB i715 PG 356 m I / M6 d PG t5 h � TH01NA5 Y. HERBIHG. JR x 50' EOP QB i745 PG 64P OTAPER RTiIT 2 �L-- POT `� MATERfAL TO BE REMOVED i.. .. . .. ._', _.' "l"_."�"' I : . , '. I . . .,Ti'__i i BRlDGE 1 fYDRAULIC DATA QESrGN fJ15CNARGE - CFS DESlGN FFsEQUENCY = YR5 11E51GN NVJJ ELEVATlON = F7" BASE d15CNdRGE = CFS BASE fRE�UENCY = Yf?S' BAS� h1M1` ELEVATION = FT OVERTOPPING DlSCHA�fGE = CFS OVERrOPPlNG FREQUENCY= YRS OVFRTOPPlNG ELEVATlt7N = Fr _ �r �ATE OF SURVEY � 06/23f15 W.S. ELEVATlON AT DATE OF SURVEY ���-T� Fr ]0+00 11-+-0(1 Pi = n+6s.ao EL = 83.fl5' VC = 230' K = 13& V = lsl MPH 12+00 13+OQ 14+00 15+OQ PI = 15+9D.0 EL = 81.44' VC = 27D' K = 13G Y = 60 MPH 1G+00 7+ �� -L- STA 16+78.04, 82.60` k7 ELEY. = 82.E0 WR SPIKE S�T IN BAS€ OF 12" SWEEF GU1+A 1%i-00 �Ab � ��171 '�� b0 54 Pr•oj��f Trtacking No.: 15-11-f�(]0� ,"o��"� N+Q ARCHAE�L�,QGI�AL SURVEY 1�EQ[7IRED FU1�M ���`��� ��°���`���'; This form anly pertai:�s to A�CHAEC]L�GiCAL R�'SQURCES for ihis pa�aject. lt is not � �� '� ��''��;,- �alid fQr Historic Architec�ure and Landscapes. 'Yc�u �-nusti cvnsult separately with the ��',�+ ��- ���i�' I-listorac �hrchitecture and l.atidscapes Graup. �"�i7r �'�� �'R,QJECT INF�RMATIflIY Projecl �Jn.' W13�� llfn. F.�t. No.• Bridge 51 17BP.3.R.42 Fed�r•al �'cr•rrri� Requirccl? County: Duplin L]acarment,° MCDC Fiending: � State ❑ F�derai � Yes ❑ d'+Io ,��+►"ii3f1 T��1L',, I�IV�4�P� Project D�seri�lian: Re�lacement af 13r�cige 51 an SRIlDO (Old Cam� )td} ar�er Big Beaverda�n Creek ir� Dupiin Coanty, Nortt� Carolina. i'�e archacalogic�l Area of Poter�fial Effects (Af'F} me�sures GQflft in length (304f1 t'rom the bridge locatio�) ai►c� lOUf't in width. SUMMARY (3F CULTURAL RES�URCES REV�EW Brief rlescriptio,r: of review rxclivities, resr��ts of review, �rnrl cnnclusia�as: �irst, p�rmitting and f�nding informatic�n was reviewed for �letermining the le��l of �rchaea6ag'scal input requi�ed �y state and federal 1aws. Sect+an 106 af ehe �lational Hist�ric Preservation Act r,vil'd apply because a United 5tates Arrriy Carp crf En�ineers (USRC�EJ p�rmit acquisition will be necessary. I�ext, eonstructian c�esign a�d ot�er data was exarnined (when applicable) to define the tharacter and extent af potential impacts to the ground surfac�s embracing the improue�rrent work. flnce an APE was defined, � ma�p review and site fi'�e search was corrducted at the C}ffice of Stake Arc�+aealogy {OSA} on Thursday, Novemher 19, 2D15. Nc� previously documented archae�logical sites are located within the AP€. Exas�inatic�n of i�ational Register of His#oric Places (iVRtiPy, State 5tudy �isted {SLj, Locally Gesignated �La), Determined El�gibl� {DE}, and 5urveyed Site (5Sj praper#ies employing resaurces available an the NC5HPt7 website is erucial in establishing the location of nateworthy historic occupations re{ated to a perspective construction impact ar�a. A errass-checEc of these mapped resaurces cancluded that no meaningful histarie prvperties with passible cantributirrg archaealogtcal elements were Ic�cated inw�rd o#the arehaeol�gical AP�E margins. In addition, historic rr�aps of C3uplin Caunty and the project area were appraised for evicfence �af farrraer scructure locations, Vand use p�tterns, ar other confirmation of historic occupation at this Iacale and archaeologica�/histarical reference materials were inspected as well. F�rrther, the APE was referenc�d on ttipographic, gealogic and �lRCS sail sur�rey maps {MkA, McCy for t±�e evaluatian of e�rvironmentai, geao�orph4logical, hydrol�gical, and other correlatives that may have resu�ted in past accupation in the praj�ect cnrridor. Finaily, aer�al phot4graphs �NCDOT Spatial [?ata Viewer & othEr an-line saurcesj were examined �nd the Goagle Street View map appCicativn was utilrzed [w�en amenable} for gain�ng � virtual, first-hand perspe�tive of the o�erall siudy area and for assessing disturbances, both natural and Fcuman 'rnduced, which compromise the irrtegrity nf archaeological sites/deposits. Bri�f Expfrrnrrtrvn uf �Ul�y tlie ravailable ir,rfnrnrertian provirles rr reliable hrrsis, f'or rer�sona6ly predicting �l�rrt tfrere ar� r�a r�rride►rlifrerllarstoric,�ral�erlres i�r tlre A1'�: The project APE is absenk of NRHP listed historic prr�perties, previc�usfy documented archaeofogical sites, and cemeLeries. Th� prapos�d bridge replacement warfc is unlikely to affect areas autside the m�rgins of the farge6y impacted existing rigf�t-Qf-way. In addition, large portions o# the AP� are distinguished by �ery paorfy drain�d soils ",'1fv AltC'H�1 f:CJL(3(iY Si]HYIs`Y RI;QiIfRlil?" fr�rnr fw� 7lrc �3rteetz�ierf Mi�ror 7rarrs�wrratioli !'rojrcl.r as �lrrcrlrJic�! i�� rhe 2f71 i 1'rn�irr�ati}a�iric,��ree�ire��l. 1 af 2 Prajecl Traekaf�g Na.: 15-1 t-(](]OI whic#� hQld lit#ie potential for the presence of archaeolo�icai resc�urces. Mo further archaeolc�gical input ar work will be necessary for khis stake-funded NCD[}T �as-oject. 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Descriptian of AutryvilPe Setting • Cc�ndform: Flats an marine Lerraces, ridges an marine terraces • Candfarmpositron �two-dimensional]: 5hou�der, summft • Landform positran rthree-dlmensionafj.� Crest • I?own-sfope shape: CQn�ex * Across-slape shape: Canvex + Parent materrr�f: Sandy and loamy marine depasits Typical prafife • A- Q tv 5 r'nches: laarrey fine sand • E- 5 to 29 inches; laamy sand • 8t - 29 to 37 irrches: sandy loam • E` - 37 to 42 inches: sand • B°t - 42 to SO irrches: sandy Eoa m Properties and qualities * Slope: 0 tfl 6 percent • f]epth to restrictive feature: Mcrre than 8il inches • Nntural drurnage elass: INell drained • Runoff class: Very iow • Captrcaty of fihe mastlimrtrng lrryer to transmit wvter (Kscrtf : Moderately high ta high (fl.57 ta 1.98 inJhrj * Clepth tv water ta6fe: Abaut 48 tp 72 'rnehes • Freq�reney of ftooding: i�vne • FrequenGy trf pernding: Nane • Availa6Je waterstorage in profr`!e: Law (about 5.5 4nches� In#erpretive groups • Land capp6ifrty el�rssrfieatian (irrigrxtedJ: Ntsne specified • LQnd capaf�ilaty classification {nc�nirrigotedJ: 2s • HydroPogic SQiI Group: A Niinor Campvnents N�uckalee, undrained • P�reent of map un+t: a percent • tuncffarm: Flovd p9ains • Dowrr-sfope shape: Conca�e • ,4cross-slope shape: Linear McC�N9arvyn and Gritney sails, fi to 15 percent slppes Map Unit'Setting • National rnup unrt symbol: �Qrnql � Flevatran: 24 to 15� fe2t • Menn annua! pretrprtoti4n. 40 to 55 inches • Mean Qnnuaf air iemperature; 5J ta 7Q degrees F � Frast free period: 20Q to 2g0 days + Farmirrnd classification: Farmland af statewide �mpvrtance Map Unit Camposktion • Marvyn rrnd sfmiiar sorfs; 80 pertent • Mrnar eompanents: 5 percent • Estimates pre based on v6servations, deserrptions, ond transec'ts a,f th2 maput�it. [7escription of Mar►ryn Setting • L�nrlfvrm.° Ridges on rnarine terraces � �andfarm positian (twr�-drmer�sianalJ: Shoulder, haekslope • aown-sPope shape: Con�ex + Acrass-slopeshape: ConVex • Parent materlaF.• Loamy and clayey marine deposits Typiral profile • Ap - Q to 4 inehes,• lQarny fine sand • E- 4 tn 12 inrhes: loamy fine sand • Bt -12 co 45 rnrhes: sandy cFay Ivam + Cg - 45 ta S+� rnches: sandy clay Ioam Properties and qualiiies • SJope: 6 to 15 percent • G+eprh ta restrictive feoture,• Mare than 80 inches • Nr�tura! drarnage cfnsr, Well drained • Fturroff class: Medium • Capatity of the most Ir`mltrr�g lpyer to trar�srrrft water (lCsatJ: Ivtoderately high to high R�.2D tv 1.98 in/hr} • Depth to wnter table: Mvre t#�an 80 inches • Frequency of floading: None • Frequency of porrding: None • Avaifable waterstorage rn prvfife: Ivloderate (ahaut 7.7 inchesj Interpreti�e graups * La�d capabr'frty classifitairon (irrrgatedj: None specifieeN • Lrrnd capabrlr`ty classific�tion �noMirrigpted j. Ae + Nydrologrc 5017 Group: B Minor Companents Muckalee, undrained • Pereentof map ur�it; 5 percent � Candfnrm: F9avd pfains • t�own-slope shuqe: Concave • Rcrass-sl�pe shape: Linear M&A—Nluckafee laam, 0 to 1 percent slapes, frequently floAded Map Unit Setting • Na[rona! mcrp unit syrrr6ol: 2Dmq4 • ffevatron: 2f7 io 164 feet • Mepn anrtuaFprecipitatian: 4D to 55 inches • Mean annur�f air temperature: 59 to 70 degr2es F • Frost free perivd: 20{l ta 280 days • Farmland classrfrcQtion: No# prime farrnlar�d Map Unit Campositivn � Muckalee, undrerined, Qnd simrlpr soils: 8i] percent • Estimr�tes ore brrsed on o6servativns, descriptians, and transects of the mapWnit. Ueseriptio� af Muckal�e, Undrained 5etting � L�ndform: FCaad pfains • CJown-slopeshape: Canca�e + Across-slope shape: Linear • Parerstmaterial: Sandy a�d loamy alluviurn Typical prvfiQe • A- ti to 24 infhes: loam * Cg - 24 to �a i�tches: sandy loar� Properties and qualixies • 5fope: 0 to � percent • Clep[h to restrittive fecrture: Mare than $0 inches • Natura! drolrrrage cfass: Poorly drained + fiunaff class: Neg�iglbPe • C�pacrTy of the most frn3rting IQyer to trr�rrsmit water (Ksatj; Moderately high to high ([7.57 tv L98 irr�hrj * Depth to water ta61�: Abaut 0 to 12 ir�ches • Frequency of floadrng: Frequent m � ,� � � � M �.isr }iera�ty[} Rd A ;1 n� �' �1��� T' 4Z���, ti � G p � } � '�� � � oy a I'�'x C O � -i v � 0 5 U n r� � ur . �ZE(�UEST F+[,lR CU'LT�J�AL RES[�1URCES RCVIEW �[)RiV;[ f'rojeer T+•crrkrr�A h'o. {lrrrerrm! CFseJ ,%,�'y��� �f�C7/ Pv'i�'MU[�AN�UM TO: I�r•ew Joyi�er, Hu�nan Fnvironine��t Sectio�y i 598 Mai1 Service Center, Ral�i�h, NC 27699-1598 S�nd Electronic Sub�nittals to: PAtracker[a,3ncd�ot.gor� i, �! �'-��`� 1����'� ����� AT`�ENTIOI4: Matt Wi1k�r-5oj�, A�•ci�aec�logy Supervisar �!. M�ry Pope �'�rre�, Histaric �+.:�ckutecture & Landsca �]�QiVj; ROBEIiT TURNBULL � f ENV[R�iYME�NTAL SERVICES, �r�c. ��+ �G�j 2 0�01� � p�'�"�: OCTOBER 20, 2015 � �� P1�QJEC'I" II�F[]�RMATE{}1V Pr�ject Na; Cau�raty: �BS Nc� **. 17 B P.3 , R.42 Docunrent Fe�. Aicl Na: _.,..�--��-..� ���..,•. _ _�» _ I]u�lin Attac�imet�t G LIBI� Fur�cling: � � �tat� ❑ Federa9 IISGS Quacl L}elway, NC Projeef RC�W Date: �1412016 Nrrrn�: Sclrerlule: L�t I]ate: 611 b12016 1'roiect Desc�intia�r: Bridge replaeement of Dup9ir� County Bridge No. 51 Qn SR11�0 �Cafd Casnp Ro�d} over �3i� Beaverdam Crcek, located west of Uc[way, NC. *� Wc�rk catmot k�e�;i�i ��ntil a char�e number is pr�Wided that can be billed tc� �y staf�' i�y the Hurnan Enviranr��ent Section. DESIG�i IIYFURIl�ATILl�1 Prc�ject L�tagtir: 0.110 mile flc�tvaar 5I� I l0a to SR 1 I28 intc� Roufe; �arnpso�i County o�� �� i �4�f tt� N� 903 intr� D��plin Cauilty tc� SR 11 D[l Existi��g R�7W: �0 ��. Pro�r,►s�d 6a tt. R[7W: Existit�� X- Prr�poserl X sectin�r : seetion � SiructuF� ta he Twc�-lan� bridge Structc�re ,,l�� �- Re lrrcerl: Berilrl +i�irrte: � Arlclitinnrrf Desi �r I�r r�rnarltirrtz: