20211488 Ver 1_Meeting Request Review Doc Attachment_20211004

BRUNSW CK COUNTY - SR 300 ASH L TTLE RIVER RD . NW
33 . 98 74 LONG -0 78 . 58872 LEGEND
20 MLES N OF JCT WITH SR 305 No . 5 SCHOOL RD . LATo 9 - - PROPOSED PIPES
SITE - DOUBLE BARBELL MAN FLOW PROF LE V EW --------- EXISTING PIPES
- - - - - STREAMBED ELEVATION
SCALE TEMP. SHEETPILE
I"=2' VERTICAL EXISTING PAVEMENT
I"=20' HORIZONTAL
100.52
IQI IQI FLOW DIRECTION
_�100°75
EXISTING MAIN FLOW
100 100°00------- PIPES (2) 60" X 64' CMP 100
99 99 LOW EOP BENCHMARK = 100°00
(LOW EOP ROD SHOT = 5°08)
98 98
97 -8 LF OF SEDIMENT ACCUMULATION -15 LF OF SEDIMENT ACCUMULATION IN 97 NOTE: THIS EXHIBIT IS FOR
ON INLET OF PIPES STREAM CHANNEL ON OUTLET OF PIPES PERMITTING PURPOSES ONLY
96 -I' DEEP 96 AND SHOWN HEREIN DOES NOT
MEET NC 47-30 REQUIRMENTS
AND THEREFORE IS NOT FOR
95°73 DESIGN, CONSTRUCTION, OR
95 94°79 95 RECORDING OR TRANSFER OF
--------------- TITLE.
94 94
^` / DRAWN BY: CHRISTOPHER DUSTIN
94°15 � � ` /92°87
93 93°50 93°90 93'g4 94°21 ` `� 93 DATE: 09/21/2021
93°29 93°94 � ��92°96
94°29 94°58
92 94079 93°54 92°58 92 PERMIT DRAWING: 2 OF 3
EXISTING INLET INVERT = 94.46
91 EXISTING OUTLET INVERT = 94°65 91 CHECKED BY:
90 90 PROJECT DESCRIPTION:
COUNTY: BRUNSWICK
00 80 60 40 20 0 20 40 60 80 100 FMON?y���
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