HomeMy WebLinkAbout20140957 Ver 2_14_Appendix_F_2_Neuse River_20170509LEGEND
PERMANENT RIGHT-OF-WAY
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TEMPORARY RIGHT-OF-WAY
TEMP. IMPACT
TOPSOIL SEGRAGATION AREA
i
EXTRA WORK SPACE
........ I
WETLAND
— — —
STREAM
— —
LIMITS OF DISTURBANCE
IY
CONTOUR
SILT FENCE
SILT SOCK
— — — — —
ACCESS ROADS
o
ROCK CONSTRUCTION ENTRANCE
T
TRENCH PLUG
-
WATER BAR
0
TEMPORARY SLOPE BREAKER
200
150
100
50
0
0+00
2+00
WATERBODY IMPACT
WATERBODY #
TEMP. IMPACT
PERMANENT IMPACT
SJOB105
0.27 ACRES
0.0 ACRES
0If
IY
O
O
W
W
0
(7
0
0
W
W
EXISTI
G GRADE
PROT70
I
3' MIN.
SEU AH -2
�
'MIN. -_
m
I
2+00
WATERBODY IMPACT
WATERBODY #
TEMP. IMPACT
PERMANENT IMPACT
SJOB105
0.27 ACRES
0.0 ACRES
WATERBODY IMPACT
WATERBODY CONSTRUCTION NOTES:
1. CROSSING TO BE A COFFERDAM.
2. CONSTRUCTION TO BE PERFORMED IN LOW
FLOW PERIODS.
3. RIP RAP (OR OTHER NON -ERODIBLE
MATERIALS) TO BE PLACED IN SEMICIRCLE
ALONG SIDE OF STREAM.
4. DISCHARGED WATER INTO A SEDIMENT
TRAPPING DEVICE.
5. STABILIZE WATERBODY BANKS AND INSTALL
TEMPORARY SEDIMENT BARRIERS WITHIN
24 -HOURS OF COMPLETING IN -STREAM
CONSTRUCTION ACTIVITIES.
6. RETURN ALL WATERBODY BANKS TO
PRE -CONSTRUCTION CONTOURS OR TO A
STABLE ANGLE OF REPOSE AS APPROVED BY
THE ENVIRONMENTAL INSPECTOR.
7. INSTALL TRENCH PLUGS AND WATERBARS AS
DIRECTED BY THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN ON BOTH
SIDES OF THE WATERWAY, AND AS DEPICTED.
ON THIS PLAN.
8. DO NOT USE HERBICIDES OR PESTICIDES
WITHIN 100 FEET OF THE WATERBODY. :.:.•::.0000 7
3+00
4+00
5+00
6+00
7+00
STREAM CROSSING PROFILE
50' 0 50' 100'
SCALE:1 "=50'
' TEMPORARY RIGHT OF WAY
25' PERMANENT RIGHT OF WAY
— PROPOSED AP -2 —
25' PERMANENT RIGHT OF WAY
STOCKPILE AREA FOR TOP ,
12" OF STREAM BED MATERIAL
8+00
9+00
I LAT:35026'06"
LON:78°20'16"
STOCKPILE AREA FOR TOP I
1011!lC Or�rARA Mrn RAAr lAl
== = Y= � ��
1
PROPOSED COFFERDAM —
(TYP.) INSTALLATION
I
PLAN VIEW
50' 0 50' 100'
SCALE:1 "=50'
10+00
11+00
12+00
200
150
100
50
0
13+00
� l
N
GENERAL NOTES AND COMMENTS: SYM. DATE BY I REVISION INFORMATION PROJECT/TASK APP. SEAL
REFERENCE Engineering and Consulting, LLCg,
INNOVATION Atlantic Coast Pipeline, LLC_
3 INTEGRI"PY
ELEVATION DATA FROM THE USGS GIS DATA CLEARING HOUSE. 925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
DRAWN: RRC / RLR / KLA 3/22/17
PIPELINE SURVEY INFORMATION PROVIDED BY GAI CONSULTANTS. CHECKED: RVS / DLM 3/22/17 TITLE: AP -2 SITE SPECIFIC PLAN FOR
STREAM AND WETLAND DATA COLLECTED BY NATIONAL RESOURCE GROUP, LLC. APP. FORBID: NEUSE RIVER
MAPPING DATUM -NC STATE PLANE - NAD 83 APP. FOR CONST.: DISTRICT: COUNTY: JOHNSTON STATE: NC GROUP DWG. NO. KI
CONTOUR INTERVAL -5FEET LE
3/21/17 KLA ISSUED FOR REVIEW SCALE: AS SHOWN DIWFILE: DOM/ACP/Neuse River/Site Specific/Cofferdan REV A