20191031 Ver 1_plans of record_20190820

\ — W HA \ OVER CO \ Tv SR 00 ? — OLD/ LEGE\D
S — FLTFR ROAD A99ROX VA HLY 0 ❑ O5 V E OF PROPOSED PIPES
EXISTING PIPE
BARBADOS BLVD . LAT . .3 / . 353959 - EXISTING EOT
— 77 ❑ 87872 ❑ �, RR CA \ F FLORF \ CF WBSo �SM'T JURISDICTIONAL STREAM
DF 5 / 03 . 2005022 l�� CLASS II RIP RAP
,�_,
• 4 PERMANENT STREAM CHANNEL IMPACTS
FLOW DIRECTION
�' PROPOSED (2)8'SEGMENTS OF 24' RCP
TOTAL - 25' OF PERMANENT STREAM CHANNEL
PROPOSED -5' OF CLASS I RIPRAP AND IMPACTS
FLOAWBLE FILL FOR RIPRAP FLUME
NOTE:
PROPOSED 24'OF IS'RCP STREAM LINE & ROAD DIMENSIONS
ESTIMATED FROM AERIAL IMAGERY
PROPOSED -40'OF 18'RCP \
PROPOSED 4'X4'X4' PREFABRICATED \
JUNCTION BOX \\\
f
\\
\\
\ DRAWN BY: S. FARRELL
\\ i
—
EXISTING 24" X 80' RCP \\\ DATE: 08/02/2019
\ \ PERMIT DRAWING: I OF 2
\\ CHECKED BY: Me HERNDON
\\, PROJECT DESCRIPTION: EXTEND
EXISTING 24" RCP
AND INSTALL JUNCTION BOX
AND 18" RCP IN EXISTING
LATERAL DITCH LINE
f
��^ COUNTY: NEW HANOVER
OF NORty 0
GRAPHIC SCALE tIt. 'T',
`s
20' 0' 20' 40' '
MNs o
SCALE 1" = 20' \c'PiTimoS
e

\ EW - A \ OVER COU \ TY - S 002 - OLLY S - ELTER ROAD . ( 34 . 353 ° 5 - 77 . 87872 ) LEGEND
PROPOSED PIPE
DR00S - 3 PPE EXT = \ S 0 \ A \ D JU \ CT 0 \ 30X \ STALLAT 0 \ EXISTING PIPE
STREAMBED PROFILE
- URR CA \ E F OE \ CE W3S \ O . DF 5403 . 2065022 SHEETPILE
100 S T = I P D E POF LE 100 M BACK FILL FOR PIPE EXTENSION
99 99
SCALE
I"=2' VERTICAL
98 I"=20' HORIZONTAL 98 FLOW DIRECTION
97 97
NOTES
96 EXISTING 24" X 80' RCP XISTING OUTLET INVERT = 90.9 96
95 \\ 95
\\ ROPOSED 4' x 4' x 4' JUNCTION BOX
94 \\ 94
------------- ` -ROPOSED ADDITIONAL (2) 8'
93 ---- SEGMENTS OF 24' RCP 93
i•
1 '
92 • 92
S= .0125 -----
91 DRAWN BY: S. FARRELL
92.7 % -ROPOSED OUTLET INVERT = 90.3
90 92.6 PROPOSED BACKFILL r 90 DATE: 07/29/2019
92.1 PROPOSED -5' OF CLASS I RIPRAP AND
89 PLOWABLE FILL FOR RIPRAP FLUME .•-.--- AL
\ 89 PERMIT DRAWING: IOF I
88 EXISTING INLET INVERT = 91.• 89.1 V/ - - - 88 CHECKED BY: M. HERNDON
87 88.1 87 PROJECT DESCRIPTION: EXTEND
88.2 89. 89.7 EXISTING 24" x 80' RCP AND
88.1 \88.5 88. INSTALL JUNCTION BOX
COUNTY: NEW HANOVER
00 80 60 /. 0 20 0 20 L0 60 80 1 00 ��„, .0.Y/y04
4.`g
.....:,
.�• pP mote
op 7il

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Bank
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Stabilization
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
SITE#1 N/A 20
Pipe Extension/Junction Box
SITE#1 N/A 5
Rip Rap Flume
TOTALS*: 25
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
8/2/2019
NEW HANOVER COUNTY SR 1002 Holly Shelter Rd.
WBS#DF15403.2065022
Revised 201310 24 SHEET 1 OF 1