20140404 Ver 1_W-5203L REVISED Permit Drawings 071116_20160715

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S h eet 1 of 4
Revi sed 7/ 11 / 16
SR l�18 /SR l�19 (OLD FOLI�ST01�E R OAD /CO U11 tTR Y CL UB R OAD)
FR OM 1�1C 210 TO SR 1515 (S1�EADS FERR Y R OAD)
TYPE OF WORI�: GRADII�G, DRAII�AGE, WIDEI�II�G FOR PA T�ED SHOULDERS,
A11tD THERMOPLASTIC PROFILED PA VEME11tT MARI�II�G LI11tES, ETC.
PROJECT W -5203L
WETLANDANDSURFACEWATERIMPACTS PERMIT
1�OTE: METHOD III CLEARII�G SHALL BE USED 01� THIS PROJECT
SITE 4
20386 =
STQo 21+35038
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COIUSTRUCTlOIU
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GRAPHIC SCALES ADT 5,100 — 2013 PROJECT LEI�GTH Prepared i� the OffTce of: STATEI OF 1VORTH GCAROLIIVA
MAP 11t0.1 = 0.540 MI. DI VISI01� OF HIGHWA YS
0 50 �oo DESIGI� SPEED = �qP 1110. 2= 0.150 MI. 5501 Barbados Blvd., Castle Hayne, xc 28429
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_. �� � LYll1l- 1�( 0. 3 = 1.696 MI. 2012 STANDARD SPECIFICATIONS ����,'�H �qRO,�����
PLANS FU1�C. CLASS = MAP 1�0. 4= 0.182 MI. DAVID B. LEONARD PE :•'`,,�°�°��SS�o�9�9,'-•':
MAP 1�0 S= 0 087 MI ' .:�� �. .
Q ZO 4O MAJOR COLLECTOR � _ � � RIGHT OF WAY DATE: PROJECT DESIGN ENGINEER ' SEAL �
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MAP 1�0. 6— 0.047 MI. : 037439 ;
MAP 1�0. 7= 0.234 MI. CARLA M. SCHOONMAKER �'�,°q� FNGINE���'��.�`'
PROFILE (HORIZONTAL) L►��P L�(O. O = 0.286 MI. PROJECT DESIGN TECHNICIAN ���i���.•8����EO;���,
5 10 MAP 1�0. 9= 0.205 MI. LETTIII�G DATE: ���"'����
� % JONATHAN W. MITCHELL
MAP 1�0� 1 0 � 0.165 MIi � O /� 0� � DIVISION DESIGN ENGINEER
PROJECT DESIGN TECHNICIAN
PROFILE (VERTICAL) TOTAL = 3.592 MI.

IMPACTS LEGEND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
I M PACTS I N S U R FAC E
WATE R
TEMPORARY IMPACTS
IN SURFACE WATERS -
RETAIN �
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TEMPORARY IMPACTS
IN SURFACE WATERS
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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) (ft) (ft)
2 Sta. 36+57 to 36+63 8.00 14.00
Collar and extend existing 24"
crossline pipe and add additional
24" crossline pipe
4 Sta. 64+41 to Sta. 64+48 Collar and extend existing 24" <0.01 *
crossline pipe and add additional
24" crossline pipe
TOTALS*: <0.01 8.00 14.00
*Rounded totals are sum of actual impacts
NOTES:
* Approximately 70 sq. ft. of permanent suface water impacts to the tributary
2013 10 24