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' .� � : X. �_�- .. . „+^-� � . i 1. j'`� ' �} � � � "y �i,:'.�, �'�.af�' �G�f�` � � �'�. � . l��1�;„y��."� }�h'-� . � � fi y 'v � ,i `� �a , . .� �A� f . � .Y �� -A��t R � y. �''. �-�ty �,i �; ° �.. •, ,� • i!'" � . �fl� �� t � � r,� .� , .. � ' ' - �i ' ��.�' { K � �Z.� E �,,A �s� I �" , , ,�w r . '�� ' ' ,. � NGs,,J�i��°!1ap, NC C�OI�fC� v� C"�� ir ;l�i�'`� #jr w���l r`��* ! � x+�' 70 3� 301 � ��`1 "+� I'`� --- -_---__-- .-- . 7 0 �,;:�i 91 ! C��tiEIEi�E 210 �� 117 �, 58 S{4 ' . 3�� %� � ��� ��f I ��JOHNSTON 581 �t� j is ; �o �� 13 �03 Division 4 On Call � gg 701 �� �p . _ . .. . _ 13 Oi WAYNE COUNTY � � .:.:., 117 >>> , LENOIR BRIDGE 950015 SHEET 1 RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ftZ) (ftZ) (ft2) (ftZ) (ftZ) (ftZ) 1 Brid e/ Roadwa -L- 14+g6 / 15+38 LT x 1394 728 2122 2 Brid e/ Roadwa -L- 14+71 / 15+33 RT x 1796 1113 2909 3 Brid e/ Roadwa -L- 15+62 / 16+13 LT x 1902 1139 3041 4 Brid e/ Roadwa -L- 15+64 / 16+15 RT x 1308 531 1839 TOTAL: saoo 3511 9911 0 0 0 0 0 Rev. SEP 2016 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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) (ft) (ft) 1 -L- 15+27; -L- 15+60 Bank Stabilization and 0.02 0.02 87 20 Brid e Replacement TOTALS': 0.02 0.02 87 20 0 *Rounded totals are sum of actual impacts NOTES: Temporary Impacts include removal of existing interior and crutch bents, as well as impervious dike for construction of proposed inteior bent. September 2014 � d` N O O • � VICII�ITY MAP ������ 1,� � � � ����������� ����;����"��� ����� ��� ������� ����" 1 � ���� �������� LOCA TI01�: BRIDGE 1�0. 9�0015 4 VER WEST BEAR CREEK 41� SR 1719 (1�. BES T01�1 RD. ) TYPE 4F WORI�: GRADI11tG, DRAI1�lAGE, PA T�I1�G, STR UCTURES A1�D RES URFACII�G BU FFER IMPACTS PERMIT ����������� ����� ID� N�D"ll' 1Lr�E ���$ �C�fll'��°d'�1[J�C"fl'���DN DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIG11l DATA PROJECT LEI�GTH RUMMEL, KLEPPER & KAHL, LLP HI'DRAULICS 900 RIDGEFIELD DRIVE, SUITE 350 E1VGI11tEER RALEIGH, NORTH CAROLINA 27609 NC LICENSE NO. F-0112 1-888-521-4455 OR 919-878-9560 � 0� �O�p� 0 10 20 — �a ADT 2016 — 630 FOR Q� �� PLANS DHV = N/A LENGTH ROADWAY PROJECT 950015......... 0.089 mi 1�CDOT DIVISI01� OF HIGHWAYS � ��� P.E. e 20 0 20 40 D= wA LENGTH STRUCTURE PROJECT 950015........ 0.017 mi 2018 STANDARD SPECIFICATIONS B. Keith Skinner, P.E. SIGNATURE: � � T = 6% * PROJECT ENGINEER ROADWAY � 0 V 60 MPH TOTAL LENGTH PROJECT 950015 ................ 0.106 mi RIGHT OF WAY DATE: . , DESIGIV �� �Q PROFILE (HORIZONTAL) FEBUARY 15 2017 Mzchael T. Merrztt, P.E. E1VGI11lEER �� oQ * (TTST — 3 °/O + D UAL — 3 %� � PROJECT DESIGN ENGINEER Qo � � � p��Q 4 � 4 8 F U N C C LAS S= LO CAL, RU RAL LETTIIIIG DATE: NCDOT CONTACT: MARCH 13, 2018 Rachel Evans, P.E. P.E. PROFILE (VERTICAL) SUBREGIONAL TIER NCDOT Division 4 SIGNATURE: � d` N O O • � VICII�ITY MAP ������ 1,� � � � ����������� ����;����"��� ����� ��� ������� ����" 1 � ���� �������� LOCA TI01�: BRIDGE 1�0. 9�0015 4 VER WEST BEAR CREEK 41� SR 1719 (1�. BES T01�1 RD. ) TYPE 4F WORI�: GRADI11tG, DRAI1�lAGE, PA T�I1�G, STR UCTURES A1�D RES URFACII�G WETLAND AND SURFACE WATER IMPACTS PERMIT ����������� ����� ID� N�D"ll' 1Lr�E ���$ �C�fll'��°d'�1[J�C"fl'���DN DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIG11l DATA PROJECT LEI�GTH RUMMEL, KLEPPER & KAHL, LLP HI'DRAULICS 900 RIDGEFIELD DRIVE, SUITE 350 E1VGI11tEER RALEIGH, NORTH CAROLINA 27609 NC LICENSE NO. F-0112 1-888-521-4455 OR 919-878-9560 � 0� �O�p� 0 10 20 — �a ADT 2016 — 630 FOR Q� �� PLANS DHV = N/A LENGTH ROADWAY PROJECT 950015......... 0.089 mi 1�CDOT DIVISI01� OF HIGHWAYS � ��� P.E. e 20 0 20 40 D= wA LENGTH STRUCTURE PROJECT 950015........ 0.017 mi 2018 STANDARD SPECIFICATIONS B. Keith Skinner, P.E. SIGNATURE: � � T = 6% * PROJECT ENGINEER ROADWAY � 0 V 60 MPH TOTAL LENGTH PROJECT 950015 ................ 0.106 mi RIGHT OF WAY DATE: . , DESIGIV �� �Q PROFILE (HORIZONTAL) FEBUARY 15 2017 Mzchael T. Merrztt, P.E. E1VGI11lEER �� oQ * (TTST — 3 °/O + D UAL — 3 %� � PROJECT DESIGN ENGINEER Qo � � � p��Q 4 � 4 8 F U N C C LAS S= LO CAL, RU RAL LETTIIIIG DATE: NCDOT CONTACT: MARCH 13, 2018 Rachel Evans, P.E. P.E. PROFILE (VERTICAL) SUBREGIONAL TIER NCDOT Division 4 SIGNATURE: