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BODDIE MILLING CO
DB 857 PG 25
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IMPACTS IN SURFACE WATER
EXCAVATION — 7220 SF
10+00
PASTURE
VIRGINIA S. BRASWELL
DB 1105 PG 561
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12+00
lATER WHEEL
FOUNDATION
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EV. 170.0
100 YEAR
HIGH WATER
ELEV. 174.97
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WETLAND AND SURFACE WATER IMPACTS PERMIT
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BRASWELL MILLWG COMPANY INC
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____F____F _=h____h____F___ _F'_
1j I� - LW S.I�ON DATE '�
OF SURVEY �
TEMPORARY
SURFACE
WATER
IMPACTS
SITE 1 487 SF 0,01 AC
SITE 2 I 909 SF10.02 AC
TOTAL 11396 SFI0.03 AC
3�_Q-, � ELEV. 160.2 �
DRI��ED PIER �7/i9/12> �
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EXISTING SUBSTRUCTIJRE
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13+00 14+00 15+00
PROFILE ALONG � SURVEY
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NOTES
i) STONEY CREEK IS A BLUE LINE
STREAM SHONE ON THE CASTALIA
USGS DUAD MAP
2)NO MORATORIUM FOR
NASH #194
3) METHOD III CLEARING AND
GRUBBING
DETAIL A
RIP RAP WORK PAD
(NOT TO SCALE)
��e�la6;sirN� !�Ui�°�����C
ro� ��v u�� 5�� aAS�saamcgo�ts
16+00 �.« �..��z �,�.�o a.,
�ECOLOGICAL
ENGINCERING
CLASS 'P RIP RAP
_ NG
��.ASS 'IP RIP RAP
PROJECT N0. 176P.4.R.42
NASH COUNTY
STATION: 13+75.00 -L-
REPLACES BRIDGE N0.194
MILL POND
/ \
WETLAND AND SURFACE WATER IMPACTS PERMIT
CCIJLLLI� IMPACTSV IN_..SURFACE WATER �
EXCAVATION — 7220 SF
200
190
180 --------
170
160
�'i����� OENOTES UNCLASSIFTED STRUCTURE EXCAVATION
�
10+00
11+00
12+00
PLAN
SCALE:1"= 30'
TEMPORARY
SURFACE
WATER
IMPACTS
SITE 1 487 SF 0,01 AC
SITE 2 909 SF 0.02 AC
TOTAL 1396 SF0.03 AC
100 YEAR
HIGH WATER ELEV.172.4
ELEV. 174.97
ELEV.170.0
— — - --
� ___F____F _=h____h____F___ -_'_ ____F'_"__ "___
1j I� - LW S.I�ON DATE '�
OF SURVEY �
3�_Q-, � ELEV. 160.2 �
DRI��ED PIER �7/i9/12> �
(TYPJ
EXISTING SUBSTRUCTIJRE
i I T
13+00 14+00 15+00
PROFILE ALONG � SURVEY
�. .
NG
FIL, ". , ,,..,.,.,
NOTES
i) STONEY CREEK IS A BLUE LINE
STREAM SHONE ON THE CASTALIA
USGS DUAD MAP
2)NO MORATORIUM FOR
NASH #194
3) METHOD III CLEARING AND
GRUBBING
DETAIL A
RIP RAP WORK PAD
(NOT TO SCALE)
��e�la6;sirN� !�Ui�°�����C
ro� ��v u�� 5�� aAS�saamcgo�ts
16+00 �.« �..��z �,�.�o a.,
�ECOLOGICAL
ENGINCERING
CLASS 'P RIP RAP
_ NG
��.ASS 'IP RIP RAP
PROJECT N0. 176P.4.R.42
NASH COUNTY
STATION: 13+75.00 -L-
REPLACES BRIDGE N0.194
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