20211488 Ver 1_Meeting Request Review Doc Attachment_20211004 (2)

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 I — OVERFLOW PPE PROFILE VIEW ---------- EXISTING PIPES
- - - - - STREAMBED ELEVATION
SCALE TEMP. SHEETPILE
I"=2' VERTICAL EXISTING PAVEMENT
I"=20' HORIZONTAL
100.52
IQI IQI FLOW DIRECTION
—�IOOe75
EXISTING MAIN FLOW BARRELLS
100 100a00------- (2) 60" CMP 100
---------------------------/
EXISTING OVERFLOW PIPE NOTES-.
99 I I (I) 60" CMP
99 LOW EOP BENCHMARK = 100.00
(LOW EOP ROD SHOT = 5.08)
98 I I
98
97 —8 LF OF SEDIMENT ACCUMULATION NOTE: THIS EXHIBIT IS FOR
ON INLET OF PIPES 97 PERMITTING PURPOSES ONLY
I I , I
�8 LF OF SEDIMENT ACCUMULATION AND SHOWN HEREIN DOES NOT
96 � IN STREAM CHANNEL ON OUTLET OF 96
MEET NC 47-30 REQUIRMENTS
OVER FLOW PIPE —I' DEEP AND THEREFORE IS NOT FOR
95e73 DESIGN, CONSTRUCTION, OR
I I
95 94.79 95 RECORDING OR TRANSFER OF
TITLE.
94 94
DRAWN BY: CHRISTOPHER DUSTIN
94015/
92087
93 93.50 93.90 94.2I � '� 93
q DATE: 09/21/2021
93e29 93o9 � �92e96
94e29
92 93.54 g2o58 92 PERMIT DRAWING: 3 OF 3
OVERFLOW CHANNEL BOTTOM = 94.46
91 91 CHECKED BY:
EXISTING OVERFLOW
90 INLET INVERT = 93.37 90 PROJECT DESCRIPTION:
COUNTY: BBBESWICK
00 80 60 40 20 0 20 40 60 80 100 pNORigc'9
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