20140608 Ver 1_Site Plan_20140616

RALEIGH, NORTH CAROLINA
SCO ID 09- 08947 -01 B
SCHEDULE OF DRAWINGS
G -001 ..... COVER SHEET
m
G -002 ..... LEGEND AND SHEET LAYOUT PLAN
y�''YOOO �o G -003 ..... SITE PLAN WITH LIMITS OF DISTURBANCE
DANA RD. PROJECT
LOCATION CE -101 .... EXISTING CONDITIONS & DEMOLITION PLAN
64 74 CE -102 .... EXISTING CONDITIONS & DEMOLITION PLAN
HENDERSONVILLE 26 ,> CE -103 .... EXISTING CONDITIONS & DEMOLITION PLAN
CE -104 .... EXISTING CONDITIONS &DEMOLITION PLAN
CE -105 .... EXISTING CONDITIONS & DEMOLITION PLAN
UPWARD RD. HUNGRY c�
CE -106 .... EXISTING CONDITIONS & DEMOLITION PLAN
O
25 �O'� S.R. 1802
176 ����o�� J _ C -101 ..... GRADING, STORM DRAINAGE & EROSION CONTROL PLAN
C -102 ..... GRADING, STORM DRAINAGE & EROSION CONTROL PLAN
C -103 ..... GRADING, STORM DRAINAGE & EROSION CONTROL PLAN
FLAT ROCK � ... i
C -104 ..... GRADING, STORM DRAINAGE & EROSION CONTROL PLAN
C -105 ..... GRADING, STORM DRAINAGE & EROSION CONTROL PLAN
C -106 ..... GRADING, STORM DRAINAGE & EROSION CONTROL PLAN
C -107 ..... NOT USED
74
26 C -108 ..... RIVER CROSS - SECTIONS
N �
' C -109 ..... RIVER CROSS - SECTIONS
176 C -110 ..... RIVER CROSS - SECTIONS
25 �_ / l SALUDA C -111 ..... RIVER CROSS - SECTIONS
t -: LAKE SUMMIT C- 112..... DISPOSAL AREA CROSS - SECTION PROFILES
C -113 .....DISPOSAL AREA CROSS - SECTION PROFILES
VICINITY MAP NOT TO SCALE C -114 .....DISPOSAL AREA CROSS - SECTION PROFILES
C -115 .....DISPOSAL AREA CROSS - SECTION PROFILES
C -501 ..... MISCELLANEOUS DETAILS
°oz,� C -502 .... MISCELLANEOUS DETAILS
PRELIMINARY ' ='ems C -503 .... MISCELLANEOUS DETAILS
WylEV _ C -504 .... MISCELLANEOUS DETAILS
A S s 0 C I A T ES NOT FOR CONSTRUCTION ° C -505 .... MISCELLANEOUS DETAILS
ll�m ENGINEERING • PLANNING • FINANCE ,,mn%%,�
55 BROAD STREET ASHEVILLE, NC 28801 PH. (828) 252 -0575 FIRM LICENSE # C -0459 1 OF 1 .... STREAM RESTORATION P LAN (S &M E)
JUNE 2014 1 OF 1 .... STREAM RESTORATION DETAILS (S &ME)

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NO. I DATE I BY
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'cl
CURB INLET
® SURFACE WATER SAMPLING LOCATION
OwM
WATER METER
LANDFILL GAS VENT
A FH
FIRE HYDRANT
O LANDFILL GAS COLLECTION WELLHEAD
D° Wv
WATER VALVE
W POTABLE WATER WELL
>a BLOW OFF VALV.
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IRRIGATION CONTROL VALVE
YARD ORNAMENT STATUE, BIRD BATHS, ETC.
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TREES
® E.JUNC
ELECTRIC JUNCTION BOX
OR OUTLET
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TRAFFIC SIGNAL BOX
(H) HORIZONTAL GROUND DISTANCE
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CULVERT
X X
X
FENCE
SILT FENCE
— o— o— o— o— o— o— o— o— o— o— o— o—o—o—
GUARD RAIL
— — — — s— —
— — — S
APPROXIMATE LOCATION OF
EXISTING SEWER LINES
— — — — — W— —
— — — W—
APPROXIMATE LOCATION OF
EXISTING WATER LINES
---- G- -
- - -G—
APPROXIMATE LOCATION OF
EXISTING GAS LINES
I I I I I I I I I I I I I
I I I I I I I I I
TOP & TOE LINES
-- DL----- DL---
- -DL --
DITCH LINES
— — — — — CTV— —
— — — CTV—
APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV LINE
CT
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
----- FOC---
- -FOC—
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
---- E - -
- - -E
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
E
E
APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
— — — — T— —
— — — T
APPROXIMATE LOCATION OF
UNDERGROUND TELEPHONE LINES
T
T
APPROXIMATE LOCATION OF
OVERHEAD TELEPHONE LINES
- - - -- ROW - -
-- -ROW—
RIGHT —OF —WAY
TREELINE
0 0 0 0 0 0 0 0 0 0
SHRUBLINE
— —
PROPERTY LINE NOT SURVEYED
— —
.000000000000000000000000.
ROCKLINE
— — —
—
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CENTERLINE ROADS
CENTERLINE OTHER THAN ROADS
SWAM PLINE /WETLANDS
u
u
APPROXIMATE LOCATION OF
OVERHEAD UTILITY LINE
IPS
IRON PIN SET
RBF
REBAR FOUND
OTIPF
OPEN TOP IRON PIN FOUND
CTIPF
CRIMPED TOP IRON PIN FOUND
CMU
CONCRETE MASONRY UNIT
R/W
RIGHT OF WAY
CE
CENTERLINE
C
CURVE (SEE CURVE TABLE)
POB
POINT OF BEGINNING
CID
CALCULATED POINT
PB
PLAT BOOK
DB
DEED BOOK
L
LINE (SEE LINE TABLE)
BLDG
BUILDING
CIP
CAST IRON PIPE
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
CMU
CONCRETE MASONRY UNIT
CPP
CORRUGATED PLASTIC PIPE
DIP
DUCTILE IRON PIPE
E &T
ELECTRIC & TELEPHONE
FOC
FIBER OPTIC CABLE
GIP
GALVANIZED IRON PIPE
0/H
OVERHEAD
RCP
REINFORCED CONCRETE PIPE
U/G
UNDERGROUND
VCP
VITRIFIED CLAY PIPE
PVC
POLYVINYL CHLORIDE PIPE
FFE
FINISHED FLOOR ELEVATION
PG
PAGE
REF
REFERENCE
DOT
DEPARTMENT OF TRANSPORTATION
NGS
NATIONAL GEODETIC SYRVEY
NCSP
NORTH CAROLINA STATE PLANE
MTR BOX
METER BOX
>
GRAPHIC SCALE
>
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EXISTING CONDITIONS LEGEND
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CABLE TV PEDESTAL
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UNDERGROUND FIBER OPTIC CABLE SIGN
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UNDERGROUND TELEPHONE CABLE SIGN
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UNDERGROUND GAS LINE SIGN
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UNDERGROUND ELECTRIC LINE SIGN
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RAILROAD CROSSING SIGNAL
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---- s - - - - -S
APPROXIMATE LOCATION OF
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APPROXIMATE LOCATION OF
EXISTING WATER LINES
---- c - - - - -G
APPROXIMATE LOCATION OF
EXISTING GAS LINES
I I I I I I I I I I I I I I I I I I I I I I
TOP & TOE LINES
-- DL----- DL--- - -DL --
DITCH LINES
- - - - - CTV- - - - - CTv—
APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV LINE
CT
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
----- FOC--- - -FOC-
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
---- E - - - - -E
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
E E
APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
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UNDERGROUND TELEPHONE LINES
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OVERHEAD TELEPHONE LINES
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CID
CALCULATED POINT
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L
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CORRUGATED METAL PIPE
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GALVANIZED IRON PIPE
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VITRIFIED CLAY PIPE
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FINISHED FLOOR ELEVATION
PG
PAGE
REF
REFERENCE
DOT
DEPARTMENT OF TRANSPORTATION
NGS
NATIONAL GEODETIC SYRVEY
NCSP
NORTH CAROLINA STATE PLANE
MTR BOX
METER BOX
S
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NO. DATE BY REVISION DESCRIPTION
1912
1912
1910
1910
1908
1908
1906
1906
1904
1904
1so2
1so2
1900
1900
1898
1898
1896
1896
1894
1894
1892
1892
1890
1890
1888
1888
1886
1886
1884
1884
1882
1882
1880
1880
1878
1878
1876
1876
1874
1874
1872
1872
1870
1870
1868
1868
1866
1866
1864
1864
1862
1862
1860
1860
1858
1858
1856
1856
1854
1854
1852
1852
1920
1920
1918
1918
1916
1916
1914
1914
1912
1912
1910
1910
1908
1908
1906
1906
1904
1904
1902
1902
1900
1900
1898
1898
1896
1896
1894
1894
1892
1892
1890
1890
1888
1888
1886
1886
1884
1884
1882
1882
1880
1880
1878
1878
1876
1876
1874
1874
1872
1872
1870
1870
1868
1868
1866
1866
1864
1864

1920 1920
1918 1918 W
1916 1916 U 6
1914 1914 Z
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1908 1908 VERT. 1"= 2'
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1900 ,900 U Z 00
1898 1898 Z a
1896 1896 O
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Cml 13
NO. DATE BY REVISION DESCRIPTION
1916
1916
1914
1914
1912
1912
1910
1910
1908
1908
1910
1906
1904
1904
1902
1902
1900
1900
1898
1898
1896
1896
1894
1894
1892
1892
1890
1890
1888
1888
1886
1886
1884
1884
1882
1882
1880
1880
1878
1878
,876
,876
1874
1874
1872
1872
1870
1870
1872
1872
1920
1920
1918
1918
1916
1916
1914
1914
1912
1912
1910
1910
1908
1908
1906
1906
1904
1904
1902
1902
1900
1900
1898
1898
1896
1896
1894
1894
1892
1892
1890
1890
1888
1888
1886
1886
1884
1884
,882
,882
,880
,880
,878
,878
1876
1876
1874
1874
1872
1872
1870
1870
1868
1
1866
1 66

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NO. DATE BY REVISION DESCRIPTION
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1910
,sob
1so8
1906
1906
1904
1904
1902
1902
1900
1900
1898
1898
1896
1896
1894
1894
1892
1892
1890
1890
1888
1888
1886
1886
1884
1884
1882
1882
1880
1880
1878
1878
1876
1876
1874
1874
1872
1872
1870
1870
,868
,868
1866
1866
1864
1864
1862
1862
1860
1860
1858
1858
1856
1856
1854
1854
1852
1852
1850
1850
1848
1848
1846
1846
1844
1844
1842
1842

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CROSS - SECTION
SCALE: HORIZ. 1 "= 20'
VERT. 1 "= 20'
STA. 0 +00
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1824
1820
1820
1816
1816
1812
1812
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1800
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1800 1800
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1780 1780
1776 1776
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CROSS - SECTION
SCALE: HORIZ. 1 "= 20' ISTA. 4 +00
VERT. 1"= 20'
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1844 1844
1840 1840
1836 1836
1832 1832
1828 1828
1824 1824
1820 1820
1816 1816
1812 1812
1808 1808
1804 PROPOSED 1804
1800 STREAM RESTORATION 1800
1796 .EXISTING GROUND 1796
1792 1792
1788 _- 1788
1784
_--- _-- ---- - - - - -" .....1784
1780 _= =—___ - ; -� 1780
1776
2 - -------------- - - - - -- 1776
177200 160 120 80 40 0 40 80 120 160 20b772
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Cml 08
NO. DATE BY REVISION DESCRIPTION

CROSS - SECTION
ROCK STRUCTURE 1
SCALE: HORIZ. 1 "= 20' STA. 4 +25.83
VERT. 1"= 20'
1828 1828
1824. / __ _ -- 1824
1820 ! 'J 1820
1816 1816
1812 y. 1812
1808 �- 1808
1800 PROPOSED 1800
1796: - - -- STREAM RESTORATION
-- ��� EXISTING GROUND 1796
1792 �� - - -- f 1792
1788 1788
1784 ----------------- _ -- 1784
1780 -------- _- - - - -,� \ ,- / 1780
,
1772 1776
6 -- -- - - -- ------- - - - - -'
177200 160: 120 80 40: 0 40 80 120: 160 20b772
CROSS - SECTION
SCALE: HORIZ. 1 "= 20'
VERT. 1"= 20' STA. 5 +00
1816 1816
1812 1812
1808 1808
1804 1804
1800 PROPOSED 1800
1796 STREAM RESTORATION EXISTING GROUND 1796
1792 1792
1788 1788
1784 1784
1780 -- -- - - - - -= 1780
1776 --------- - - - - ---- 1776
1772 1772
17600 160 120 80 40 0 40 80 120 160 20b768
CROSS - SECTION
SCALE: HORIZ. 1 "= 20'
ISTA. 6 +00
1852
VERT. 1"= 20'
1848
1848
1860
- " - -,"" 1844
1860
1856
1836:
" " "- 1856
1852
" " "
" -- 1852
1848
" " " -'
1848
1844
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1844
1840
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1840
1836
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1836
1832
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1828
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1828
1824
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1824
1820
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1816
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1812
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1808
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1796 �,,�`
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1792
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1792
1788 �'��,-, `
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1788
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1784
1780
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1780
1776
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1776
17782
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1772
176200 160 120
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CROSS - SECTION
SCALE: HORIZ. 1 "= 20'
VERT. 1"= 20'
ROCK STRUCTURE 2
STA. 6 +26.55
1856
1856
1852
,. , - 1852
1848
1848
1844
- " - -,"" 1844
1840
/� ".- 1840
1836:
it 1836
1832
j 1832
1828
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-'
1824
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1820
. -' 1820
1816
1816
1812
,- 1812
1808
1808
1804
,. -' 1804
1800
PROPOSED ;'� 1800
1796
STREAM RESTORATION 1796
EXISTING '
1 792
.GROUND
1 792
1788
j 1788
1784
------- - - - - --
------- - - - - -- -- 1784
1780
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1776
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1772..
"- .........1772
176
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CROSS-SECTION
SCALE: HORIZ. 1 "= 20'
1824
1820
1816
1812
1808
1804
1800
1796
1792
1788
1784
1780
1776
1772
1768
1761(
160
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PROPOSED
STREAM RESTORATION EXISTING GROUND
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1820
1816
1812
1808
1804
1800
1796
1792
1788
1784
1780
1776
1772
1768
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SHEET
NO. DATE BY REVISION DESCRIPTION —1 cmi 09

CROSS - SECTION
SCALE: HORIZ. 1 "= 20'
VERT. 1"= 20' STA. 8 +00
1816 1816
1812 1812
1808 1808
1804 1804
1800 PROPOSED 1800
1796 STREAM RESTORATION EXISTING GROUND 1796
1792 1792
1788 1788
1784 -- ----- --- -- - - - - -- - - - -` -- 1784
1780 ----------------------------- �---- _ - - -�_
1780
1776 �--- ---------------- - - - - -- ------ ,'' 1776
1772 1772
1768 1768
1761400 160 120 80 40 0 40 80 120 160 20b764
CROSS - SECTION
SCALE: HORIZ. 1 "= 20'
VERT. 1"= 20'
ROCK STRUCTURE 3
STA. 8 +19.59
1816 1816
1812 1812
1808 1808
1804 1804
1896 PROPOSED 1896
1792 STREAM = RESTORATION EXISTING GROUND 1792
1788 1788
1784 - - - - -- ---------- - - - - -- _ ___ 1784
1780 ---------------------------- - - - - -- , , - -- --
1780
1776 ` -- ---------- - - - - -- --- - - ->'' 1776
1772 1772
1768 11768
1761400 764
160 120 80 40 0 40 80 120 160 200
CROSS - SECTION
SCALE: HORIZ. 1 "= 20' ISTA. 9 +00
VERT. 1"= 20'
1820 1820
1816 1816
1812 1812
1808 �`�.. 1808
1804 � 1804
1800 1800
1796 PROPOSED 1796
1792 STREAM RESTORATION EXISTING GROUND 1792
1788 �'�
1788
---- _ - - - - --
1784 - -- -------------------------- - - - - -- 1784
1780 �----- �- - - - - -- --- - - - - -- � � 1780
1776 - -- - ------ ----------- --- - - -- -- 1776
1772 1772
1768 1768
1764 1764
17600 160 120 80 40 0 40 80 120 160 20b760
CROSS - SECTION
ROCK STRUCTURE 4
SCALE: HORIZ. 1 "= 20'
ISTA. 9 +62.94
1"= 20'
1824 .......VERT.
1824
1820
1820
1816
1816
1812
1812
1808
1808
1804
1804
1800
1800
1796
PROPOSED 1796
1792
EXISTING GROUND 1792
_ STREAM RESTORATION
1788
-_,, 1788
1784
` ---- --------- - - - - -- 1784
1780
--- - - - - -_ 1780
1776
----- -------------- - - - - -- - ------- - ---,% 1776
1772
1772
1768
1768
1764
1764
176200 160
120 80 40 0 40 80 120 160 20b760
CROSS - SECTION
SCALE: HORIZ. 1 "= 20' ISTA. 10 +00
VERT. 1"= 20'
1820 1820
1816` 1816
1812 '�.` 1812
1808 �`��, �,,� 1808
1804 `'��, - - -- -- 1804
1800 EXISTING GROUND " —' 1800
�\
1796 1792 PROPOSED 1792
_,
1788 -�- STREAM RESTORATION 1788
,-`_-- -'"
1784 �-- - - - - -- -------------- - - - - -- 1784
1780 = i 1780
1776 -_ --- - - - -_-
-------------------- - - - - -- - - - -- '' 1776
1772 1772
1768 1768
1764 1764
176200 160 120: 80 40 0 40 80 120 160 20b760
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SCALE: HORIZ. 1 "= 20'
VERT. 1 "= 20'
STA. 11 +00
1832 I
I `
CROSS- SECTION ROCK STRUCTURE 5
SCALE: HORIZ. 1 "= 20' STA. 11 +11.82
VERT. 1"= 20'
1832 1832
1828 1828
1824 1824
1820 1820
1816 1816
1812 1812
1808 1808
1804 1804
1800 --- ------ - - - - -- 1800
1796 PROPOSED EXISTING GROUND 1796
1792 STREAM RESTORATION 1792
1788 ," ".. -- 1788
1784 - -._`"
- - - -- ----------- - - - - -- - - - --- 1784
1780 _ 1780
1776 �, - - - --- -- -------- ----_- , - -' 1776
1772 1772
1768 1768
1764 1764
1760 1760
17500 160 120 80 40 0 40 80 120 160 20b756
CROSS - SECTION
SCALE: HORIZ. 1 "= 20'
VERT. 1 "= 20'
STA. 12 +00
1832 1832
1828 1828
1824 `�,, 1824
1820 ',,, 1820
1816 1816
1812 `',., 1812
1808 �,, 1808
1804 �`�, 1804
1800 1800
1796 PROPOSED _y - - - - -_ 1796
EXISTING GROUND
1792 �'`4\> STREAM RESTORATION 1792
1788 �'�� __ 1788
1784 __ - - - --
�a�� ------------------- - - - - -- 1784
1780 � --------------------------------- - - - - --
1776 '--_ -- --------------- - - - --''
- -- - --- 1780
1776
1772 1772
1768 1768
1764 1764
1760 1760
17F, CZ
756
"2f00 160 120 80 40 0 40 80 120 160
CROSS- SECTION ROCK STRUCTURE 6
SCALE: HORIZ. 1 "= 20' ISTA. 12 +38.29
\/F PT 1,,= 7f1'
20b
1832 -_.... 1832
1828 1828
1824 1824
1820 1820
1816 1816
1812 1812
1808 1808
1804 1804
1800 1800
1796 PROPOSED EXISTING GROUND -- 1796
1792 STREAM RESTORATION 1792
1788 1788
1784 ,,,� - ___ -___
`�,`�, - - - -� -� 1784
1780 - ----------------------------- - - - - -- - --
1780
1776 ,� - - - - -- --------------------- -� 1776
1772 1772
1768 1768
1764 1764
1760 1760
17r, CZ
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CROSS - SECTION
120
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ON
STA. 13 +00
ON
m
120
160
20b
i overt SCALE: HORIZ 1 "= 20' 1804
1800 VERT. 1 "= 20' 1800
1800
1796 1792 ``� '��_ EXISTING GROUND: -----------------
„, ,1792
_ .�� PROPOSED '
1788 STREAM RESTORATION - - - - -- _ -- 1788
1784 _ __ - -- - 1784
1780. '`- --
1780
1776 ----------------- ----- - - - - -- 1776
1772 1772
1768 1768
1764 1764
1760 1760
175 ?6 1756
175200 160 120: 80 40 0 40 80 120: 160 20b752
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NO. DATE BY REVISION DESCRIPTION cm 111
CROSS - SECTION
SCALE: HORIZ. 1 "= 20'
VERT. 1 "= 20'
STA. 12 +00
1832 1832
1828 1828
1824 `�,, 1824
1820 ',,, 1820
1816 1816
1812 `',., 1812
1808 �,, 1808
1804 �`�, 1804
1800 1800
1796 PROPOSED _y - - - - -_ 1796
EXISTING GROUND
1792 �'`4\> STREAM RESTORATION 1792
1788 �'�� __ 1788
1784 __ - - - --
�a�� ------------------- - - - - -- 1784
1780 � --------------------------------- - - - - --
1776 '--_ -- --------------- - - - --''
- -- - --- 1780
1776
1772 1772
1768 1768
1764 1764
1760 1760
17F, CZ
756
"2f00 160 120 80 40 0 40 80 120 160
CROSS- SECTION ROCK STRUCTURE 6
SCALE: HORIZ. 1 "= 20' ISTA. 12 +38.29
\/F PT 1,,= 7f1'
20b
1832 -_.... 1832
1828 1828
1824 1824
1820 1820
1816 1816
1812 1812
1808 1808
1804 1804
1800 1800
1796 PROPOSED EXISTING GROUND -- 1796
1792 STREAM RESTORATION 1792
1788 1788
1784 ,,,� - ___ -___
`�,`�, - - - -� -� 1784
1780 - ----------------------------- - - - - -- - --
1780
1776 ,� - - - - -- --------------------- -� 1776
1772 1772
1768 1768
1764 1764
1760 1760
17r, CZ
756
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CROSS - SECTION
120
m
ON
STA. 13 +00
ON
m
120
160
20b
i overt SCALE: HORIZ 1 "= 20' 1804
1800 VERT. 1 "= 20' 1800
1800
1796 1792 ``� '��_ EXISTING GROUND: -----------------
„, ,1792
_ .�� PROPOSED '
1788 STREAM RESTORATION - - - - -- _ -- 1788
1784 _ __ - -- - 1784
1780. '`- --
1780
1776 ----------------- ----- - - - - -- 1776
1772 1772
1768 1768
1764 1764
1760 1760
175 ?6 1756
175200 160 120: 80 40 0 40 80 120: 160 20b752
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NO. DATE BY REVISION DESCRIPTION cm 111
"2f00 160 120 80 40 0 40 80 120 160
CROSS- SECTION ROCK STRUCTURE 6
SCALE: HORIZ. 1 "= 20' ISTA. 12 +38.29
\/F PT 1,,= 7f1'
20b
1832 -_.... 1832
1828 1828
1824 1824
1820 1820
1816 1816
1812 1812
1808 1808
1804 1804
1800 1800
1796 PROPOSED EXISTING GROUND -- 1796
1792 STREAM RESTORATION 1792
1788 1788
1784 ,,,� - ___ -___
`�,`�, - - - -� -� 1784
1780 - ----------------------------- - - - - -- - --
1780
1776 ,� - - - - -- --------------------- -� 1776
1772 1772
1768 1768
1764 1764
1760 1760
17r, CZ
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CROSS - SECTION
120
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ON
STA. 13 +00
ON
m
120
160
20b
i overt SCALE: HORIZ 1 "= 20' 1804
1800 VERT. 1 "= 20' 1800
1800
1796 1792 ``� '��_ EXISTING GROUND: -----------------
„, ,1792
_ .�� PROPOSED '
1788 STREAM RESTORATION - - - - -- _ -- 1788
1784 _ __ - -- - 1784
1780. '`- --
1780
1776 ----------------- ----- - - - - -- 1776
1772 1772
1768 1768
1764 1764
1760 1760
175 ?6 1756
175200 160 120: 80 40 0 40 80 120: 160 20b752
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NO. DATE BY REVISION DESCRIPTION cm 111
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CROSS - SECTION
120
m
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ON
m
120
160
20b
i overt SCALE: HORIZ 1 "= 20' 1804
1800 VERT. 1 "= 20' 1800
1800
1796 1792 ``� '��_ EXISTING GROUND: -----------------
„, ,1792
_ .�� PROPOSED '
1788 STREAM RESTORATION - - - - -- _ -- 1788
1784 _ __ - -- - 1784
1780. '`- --
1780
1776 ----------------- ----- - - - - -- 1776
1772 1772
1768 1768
1764 1764
1760 1760
175 ?6 1756
175200 160 120: 80 40 0 40 80 120: 160 20b752
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PIPE OUTLET TO FLAT AREA -
NO WELL DEFINED CHANNEL
d
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SECTION A -A
PIPE OUTLET TO WELL- DEFINED CHANNEL
PLAN
La�
SECTION B -B
NOTES
1. La IS THE LENGTH OF THE RIPRAP APRON
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6 ".
3. IN A WELL- DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
5. REFERENCE NCDENR LAND QUALITY SECTION DESIGN
MANUAL: 6.41.
RIPRAP APRON SIZING (PER FIG. 8.06a)
OUTLET
PIPE DIAMETER
3 x Do
APRON LENGTH
APRON WIDTH
RIPRAP SIZE
No.
(Do)
10 TO 20%
(La)
(W= Do +La)
(d50xTHICKNESS)
ALL PIPES
X.
x'
x'
x'
x"
OUTLET PROTECTION
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
CLASS B RIPRAP
12" NCDOT No. 5, OR 12"
No. 57 WASHED STONE
FLOC
FILTER FABRIC
FILTER
24" MAX.
AT CENTER
SECTION A -A
A
FACE VIEW
A L B
(SEE PLANS)
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
DETAIL
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DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
KEEP THE MAXIMUM HEIGHT OF 2 FT AT THE CENTER OF THE CHECK DAM.
KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE
OUTER EDGES AT NATURAL GROUND ELEVATION.
KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER.
KEY THE STONE INTO THE DITCH BANKS AND EXTEND BEYOND THE ABUTMENTS
1.5 FEET MINIMUM TO AVOID WASHOUTS FROM OVERFLOW AROUND DAM.
STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION CAUSED BY
CHECK DAMS.
NOTES:
1. INSPECT CHECK DAMS AND CHANNELS WEEKLY AND AFTER EACH RAINFALL
OF 1/2" OR GREATER AND REPAIR IMMEDIATELY.
2. CLEAN OUT SEDIMENT AND DEBRIS.
3. ADD STONES TO DAM IF NEEDED TO MAINTAIN DESIGN HEIGHT AND WIDTH.
4. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.83
RIPRAP CHECK DAM
REVISION DATE - NOVEMBER 3, 2008
5' STE
(MIN.
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
MIN. 14 GAUGE 6 "X6" WIRE
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
WIRE
FENCE
THE TRENCH
SECTION VIEW
SLOPE
SLOPE LENGTH(FT)
<2%
100
2 TO 5%
75
5 TO 10%
50
10 TO 20%
25
>20%
15
MAXIMUM AREA(SQFT)
10,000
7,500
5,000
2,500
1,500
EXISTING
GROUND
tEA)
IG
:R BARRIERS SHALL BE INSPECTED
DIATELY AFTER EACH RAINFALL AND
urii-� DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDENR LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
SEDIMENTATION /SILT FENCE
REVISION DATE - NOVEMBER 3, 2008
NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
REVISION DATE - OCTOBER, 2011
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, LAND QUALITY
SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. - PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE
"EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES, OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE
MUST BE AVAILABLE ON -SITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES.
2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, LAND QUALITY SECTION.
3. - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, AND QUALITY
4. - CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES
ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION ANOTHER 2000' SECTION CAN
BE CONSTRUCTED AND STABILIZED.
5. - PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED
UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
6. - SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
UPON COMPLETION OF SLOPE STABILIZATION.
7. - ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING
TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT
CROSSINGS.
8. - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW MULCH
SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
LIME 4,000 LBS
FERTILIZER (10- 10 -10) 1,000 LBS
KY -31 FESCUE (POA PRATENSIS) 100 LBS
STRAW MULCH 60 -80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET (SETARIA ITALICA) 40 LBS
SMALL - STEMMED SUDAN GRASS (SORGHUM BICOLOR) 50 LBS
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN (SECASE CEREALE) 120 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS
PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
PURE LIVE SEED SWITCHGRASS 4 LBS
WEEPING LOVEGRASS (ERAGROSTIS CURVALA) 2 LBS
BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) 8 LBS
GRAIN SORGHUM (SORGHUM BICOLOR (L.) MOENCH SSP. BICOLOR) 2 LBS
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
NATIVE SEEDING:
THE CORRECT SEEDBED PH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL /ROOT ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYBIDES) NEED TO BE 1/4" - 1/2"
GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A NO -TILL,
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL
AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS AND
TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM (ANDROPOGAN GERARDII), INDIAN GRASS (SORGASTRUM NUTANS), LITTLE BLUESTEM
(SCHIZACHYRIUM SCOPARIUM), SWITCHGRASS (PANICUM VIRGATUM). 15 LBS /ACRE EACH
AUGUST THRU MAY - GREENRYE (SECALE CEREALE) 25 LBS /ACRE EACH
MAY 1 THRU AUGUST - MILLET (PENNISETUM GLLAUCUM) 25 LBS /ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALMUS SERRULATA)
AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER.
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
NPDES PERMITS - NOTE -FOR PROJECTS REQUIRING NPDES PERMITS, THE
FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES
7 DAYS
NONE
DITCHES AND SLOPES
\
�
HIGH QUALITY WATER
�_
(HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
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NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
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7 -DAYS FOR SLOPES GREATER
SLOPES 3:1 OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
AND HQW ZONES)
12. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
13. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
14. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
LAND QUALITY SECTION.
GENERAL CONSTRUCTION NOTES
REVISION DATE - JUNE 16, 2009
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE
CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS,
WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE
ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN
95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR
METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO -99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO
GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE
MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED
INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL
EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS ", THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE
TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE CHIPPED AND USED AS GROUND COVER BY THE
CONTRACTOR.
B. SOLID WASTES TO BE REMOVED, SUCH AS CONCRETE RUBBLE OR STEEL REINFORCING, MAY BE PLACED
IN SPECIFIC AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY THE
SPECIFICATIONS.
C. ON SITE BURNING IS NOT AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES.
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY
THE ENGINEER.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER
THAN 3 ", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE
SHALL BE LOOSENED TO A DEPTH OF t4 " -6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL
SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO- SEEDER ". HAND SEEDING SHALL BE AUTHORIZED
ON AN AREA BY AREA APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WITH
SHORT -TERM PHOTODEGRADABLE EROSION CONTROL MATTING.
10. WHERE SPECIFIED, ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2
CORRUGATED STEEL MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M -36. THE PIPE
SHALL BE MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
AASHTO M -274. ALL PIPE SHALL BE FURNISHED WITH REROLLED ENDS AND SHALL BE JOINED WITH HUGGER
BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER SHALL BE 16
GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER SHALL BE 12
GAUGE.
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
12. IT IS THE INTENT TO NOT DAMAGE ANY OF THE LARGE TREES IN THE VICINITY OF THE STREAMBANK REPAIR.
IF DURING THE COURSE OF CONSTRUCTION IT IS DETERMINED THAT A TREE CANNOT BE KEPT ALIVE, THEN THE
CONTRACTOR SHALL LEAVE THE ROOT WAD IN PLACE IN ORDER TO ASSIST IN BANK STABILIZATION, AT THE
DIRECTION OF THE ENGINEER.
THE CONTRACTOR MAY REMOVE SMALL TREES IN THE AREA THAT IS USED TO ACCESS THE RIVER BOTTOM, BUT
ONLY UPON THE APPROVAL OF THE ENGINEER.
SEQUENCE OF CONSTRUCTION
1. INSTALL EROSION CONTROL MEASURES FOR ACCESS ROAD TO DAM SITE AND AT DISPOSAL AREA.
2. BEGIN CLEARING AND GRUBBING OF ACCESS ROAD FROM BIG HUNGRY ROAD TO STAGING AREA. THE
CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO THE ROAD ALIGNMENT SHOWN ON THE PLANS AS DICTATED
BY ACTUAL FIELD CONDITIONS AND AS DIRECTED BY THE ENGINEER. THE INTENT OF THE ROAD
CONSTRUCTION IS TO PREVENT FILLING ON THE DOWNSLOPE SIDE OF THE ROAD AS IS PRACTICAL, WHILE
DEVELOPING A SAFE ACCESS.
3. CONTINUE CLEARING AND GRUBBING OF ACCESS ROAD FROM STAGING AREA TO DISPOSAL AREA.
4. INSTALL ALL CHECK DAMS, SLOPE DRAINS, SWALES, AND CROSS DRAIN PIPES WITH INLET AND OUTLET
CONTROL.
5. PLACE SEEDING AND EROSION CONTROL MATTING ON ALL SLOPES IMMEDIATELY AFTER GRADING IS COMPLETE.
6. UPON ENGINEER'S APPROVAL OF ACCESS ROAD, STAGING AREA AND DISPOSAL AREA, BEGIN WORK OF
DEBRIS REMOVAL AT DAM.
7. BEGIN CLEARING AND GRUBBING OF STREAM RESTORATION AREA.
8. INSTALL TEMPORARY RIVER BYPASS PIPING, CONNECTION TO DAM OUTLET STRUCTURE, AND UPSTREAM
SANDBAG DAM IN ORDER TO DIVERT RIVER FLOW FROM CURRENT CHANNEL.
9. REMOVE LOGS AND WOODY DEBRIS AT DAM AND EITHER CHIP DEBRIS AND SPREAD INTO ADJOINING WOODS
AND /OR REMOVE BY LOGGING.
10. USE STAGING AREA AS LOADING AREA FOR LOGGING AND FOR GRINDER LOCATION.
11. BEGIN DEMOLITION OF DAM AND PLACE CONCRETE RUBBLE ON ACCESS ROAD AND /OR STOCKPILE AT
STAGING AREA FOR FUTURE PLACEMENT. PLACE ANY STEEL REINFORCEMENT IN A SEPARATE STORAGE PILE
FOR LATER REMOVAL FOR RECYCLING.
12. BEGIN DAM REMOVAL AT WEST ABUTMENT, AND MOVE TOWARD CENTER OF DAM WHERE FUTURE RIVER
CHANNEL WILL INTERSECT THE DAM AS FORMER RIVER CHANNEL BEGINS TO DRY.
13. BEGIN CONSTRUCTION OF STREAM RESTORATION, MOVING SEDIMENT TO DISPOSAL AREA WHILE MAINTAINING
FLOW IN BYPASS PIPING BY ADJUSTING THE LOCATION AS NEEDED.
14. CONTINUE DAM REMOVAL FROM CENTER TOWARD WEST AND EAST, LOWERING DAM HEIGHT AT CENTER AS
SEDIMENT REMOVAL CONTINUES, WITH GOAL OF HAVING DAM AND SEDIMENT AT DAM BEING LOWERED AT
COMPARABLE RATES UNTIL DOWNSTREAM RIVERBED ELEVATIONS ARE REACHED.
15. DURING DAM REMOVAL, CUT ANY STEEL REINFORCEMENT FLUSH WITH BEDROCK AND RECYCLE ALL STEEL.
FURNISH RECEIPTS FOR STEEL RECYCLING TO ENGINEER.
16. ALL CONCRETE SHALL BE REMOVED FROM RIVER AND BANKS, SO THAT NO REMAINING CONCRETE IS VISIBLE.
17. ALL WOODY DEBRIS SHALL BE REMOVED /CHIPPED /MULCHED /LOGGED SO THAT THE ONLY EVIDENCE IS WOOD
CHIPS IN THE ADJOINING WOODS.
18. AS THE CONCRETE AND WOOD DISPOSAL IS PROGRESSING, WORK SHALL CONTINUE ON THE STREAM
RESTORATION FROM THE DAM TOWARDS THE UPSTREAM LIMIT BY EXCAVATION OF SEDIMENT MATERIALS AND
DISPOSAL IN THE DESIGNATED AREA. SEEDING AND MATTING OF THE BANKS SHALL BE DONE AS GRADING IS
COMPLETED ON EACH 100 FOOT SECTION.
19. DURING STREAM RESTORATION, ROCK VANES SHALL BE PLACED ONCE GRADING AT EACH VANE LOCATION IS
COMPLETED. ONCE THE LAST ROCK VANE IS COMPLETED AND THE STREAM RESTORATION GRADING IS
COMPLETED, THE TEMPORARY BYPASS PIPING AND SANDBAG DAM SHALL BE REMOVED. THE RIVER CAN
THEN BE TURNED INTO THE NEW CHANNEL.
20. THE DISPOSAL AREA, ROAD BED, GRADED AREAS, AND ALL DISTURBED AREAS SHALL BE STABILIZED WITH
SEEDING, MATTING, MULCHING, ETC. AND MAINTAINED UNTIL A SATISFACTORY GROUND COVER IS
ESTABLISHED.
NO. DATE BY
PRELIMINARY
NOT FOR CONSTRUCTION
REVISION DESCRIPTION
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\ II PROPOSED CUT SLOPE
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PROPOSED DRAINAGE SWALE
PROPOSED DIVERSION 0 TOP OF CUT SLOPE
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G
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SEE TYPICAL ROAD DETAIL
CLASS B RIPRAP
FILTER FABRIC ON SOIL FOUNDATION
PROPOSED
PLUNGE POOL /SILT POND
(LOCATE TO AVOID TREE DISTURBANCE)
SECTION A -A
NOT TO SCALE
0
NATURAL GROUND
D
TYPICAL DETAIL FOR DRIVABLE SWALE AND DRAINAGE CONVEYANCE
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INVERT (WHERE
APPLICABLE)
&K
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10' MIN. ROAD HEIGHT
CLEARANCE TO BE CLEARED
1'
PROPOSED DIVERSION
0 TOP OF CUT SLOPE
(SEE PLAN SHEETS)
1 CUT SLOPE -J
(MAT AND SEED
IMMEDIATELY AFTER
GRADING IS COMPLETE)
EXISTING
GROUND
COMPACTED SUBGRADE
SECTION A -A
PIPE OUTLET TO FLAT AREA —
NO WELL DERNED CHANNEL
RIPRAP BERM
NOTES
1. La IS THE LENGTH OF THE RIPRAP APRON
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6 ".
3. IN A WELL- DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
4. FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
5. REFERENCE NCDENR LAND QUALITY SECTION DESIGN
MANUAL: 6.41.
RIPRAP APRON SIZING
OUTLET
PIPE DIAMETER
3 x Do
APRON LENGTH
APRON WIDTH
No.
(Do)
rT1
w
(La)
(W= Do +La)
ALL PIPES
24" ALUMINIZED CMP
6'
10'
12'
TYPICAL OFF -ROAD TRUCK
30 -40 TON = 10' -4" TO 11' WIDE
2'f
CONCRETE RUBBLE FROM
DEMOLITION OF DAM TO BE
DISPOSED OF ON ACCESS
ROAD (6" THICK MIN.)
OUTLET PROTECTION
NOT TO SCALE
SILT FENCE
MATCH EXISTING
SLOPE
EXISTING GROUND \
TYPICAL GRAVEL ROAD CROSS - SECTION
NOT TO SCALE
NOTES:
GALV. STEEL CABLE 1. PLACE SLOPE DRAINS ON UNDISTURBED
iARNESS SUPPORT RING SOIL OR WELL COMPACTED FILL AT 200'
INTERVALS ALONG NEW FILL SLOPE
PE DIAMETER DURING CONSTRUCTION.
CORRUGATED PI
AND FOOTAGE SHOWN HARNESS SUPPORT RING
ON PLANS 2. SLIGHTLY SLOPE SECTION OF PIPE UNDER
THE DIVERSION DIKE TOWARD OUTLET.
3. ENSURE THAT ALL SLOPE DRAIN
CONNECTIONS ARE WATERTIGHT.
4. INSPECT AFTER EVERY RAINFALL AND
MAKE NECESSARY REPAIRS.
5. REFERENCE NCDENR LAND QUALITY
SECTION DESIGN MANUAL: 6.32.
3/8" GALV. STEEL CABLE CABLE TO BE FIELD ATTACHED WITH
AND GALV. CLAMPS SUITABLE FASTENERS AFTER ANCHOR
GUY SCREWS ARE ATTACHED
USE TWO (2) ANCHOR GUY SCREWS
FOR EACH TIE DOWN. HARNESS ANCHOR GUY SCREW 1/2"
SUPPORT RING TO BE USED AT 10' C.C. DIA. ROD x 18" LONG
SECTION AA
TOP OF HAND - COMPACTED
FILL (ISLAND)
0.5'MIN.
1' MIN.
SECTION B -B
DIVERSION CHANNEL
NATURAL GROUND
SURFACE PIPE NON- PERFORATED -\
CORRUGATED PLASTIC PIPE(S)
EXTEND PIPE TO THE END OF
EACH DAYS FILL WORK.
ANCHORS AT 10'
PROPOSED RIPRAP BERM. O.C. SPACING
TOP IS TO BE PERFECTLY
LEVEL TO ACT AS A LEVEL
SPREADER '
18" MIN � MIN.
CLASS B RIPRAP
OUTLET
PROPOSED PLUNGE POOL -
EXCAVATE IN EXISTING _
GROUND AND PLACE FILTER
FABRIC ON SOIL FOUNDATION
10'
MIN.
TEMPORARY FILL
JER TEE
TEE
B
PLAN VIEW
T- SECTION
TOE OF EXISTING FILL SLOPE
A
NLET
WALE TO INLET
TEMPORARY FILL
DIKE 4' OVER TEE
M�
18" MIN
'IG 71.-11.. =11_
SLOPE DRAIN
10' MIN.
DRAINAGE SWALE
(TO ALLOW VEHICLE MOVEMENT)
NOT TO SCALE
NO. DATE BY
EXISTING GROUND
PRELIMINARY
NOT FOR CONSTRUCTION
REVISION DESCRIPTION
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C -502

film, 111
6
15 cm
LONGITUDINAL ANCHOR TRENCH
(USE WHERE NEEDED)
All
SEE TABLE
i= 2 2
1I-
�=
=III =
I1=1
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SECTION VIEW
(15 cm)
12"
(30 cm)
12"
(15 cm)
6
(15 cm)
II
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2 " -5"
=1 I (5cm- 12.5cm)
1 =11
4 " -6
(10cm -1 cm) - -
- -
NOTES:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP'S IN A 12" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S
EXTENDED BEYOND THE UP –SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES /STAKES APPROXIMATELY
12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL
AND FOLD REMAINING 12" PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A
ROW OF STAPLES /STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL CENTER RECP'S IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP'S WILL UNROLL WITH APPROXIMATE SIDE AGAINST
THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES PER MANUFACTURER'S
RECOMMENDATIONS.
4. PLACE CONSECUTIVE RECP'S END OVER END WITH A 4" – 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4"
ON CENTER TO SECURE RECP'S
5. FULL LENGTH EDGE OF OF RECP'S AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12"
APART IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2" – 5" (DEPENDING ON TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A DOUBLE ROW OF
STAPES STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF CHANNEL.
8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLE /STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6"
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
9. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE
RECP'S.
10. SEE SCHDULE FOR PRODUCT TYPES.
11. PRESS ENDS OF MATTING 4" INTO GROUND AROUND STRUCTURES AND STAPLE SECURELY.
A
B CRITICAL POINTS
C A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM /SIDE
SLOPE VERTICES
I IrilIaI Ell M
BASE FLOW
WATER ELEVATION
ELEVATION
NOTES:
1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR
STAKE LENGTHS GREATER THAN 6" (15 cm) MAY BE
NECESSARY TO PROPERLY ANCHOR THE RECP'S.
CHANNEL STABILIZATION WITH MATTING
REVISION DATE - NOVEMBER 3, 2008
��iz•�:a 3�r•1:l
• TRENCH TOP OF MATTING TO A
DEPTH OF AT LEAST 12 ", STAKE
OR STAPLE IN PLACE, &
BACKFILL TO DESIGN GRADE
• MINIMUM 24" ECO– STAKES®
INSTALLED ALONG TOE OF
MATTING (INTERCEPT BETWEEN
WATER SURFACE AND BANK)
12" ECO– STAKE®
(TYP. )
24" ECO– STAKE®
( TYP. )
24" ECO– STAKE
(TYP. )
COIR MATTING DETAIL
NOT TO SCALE
ECO– STAKE®
• MINIMUM 2' CENTERS ALONG BOTTOM
• MINIMUM 1' OVERLAP AT JOINING
SECTIONS OF COIR MATTING
• 12" ECO– STAKES® INSTALLED IN
BANK FLUSH WITH COIR MATTING
ABOVE BOTTOM ROW OF 24"
ECO– STAKES®
• ECO– STAKES® SPACED AT
MAXIMUM 3' CENTERS (APPROX.)
BOTH DIRECTIONS
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s
1—HO R M
2' WOODEN STAKES. MINIMUM
OF 4 DOWNSTREAM STAKES
AND 2 UPSTREAM STAKES
I1
INSTALL MATTING IN DITCH UNDER WATTLE.
MIN. 6' UPSTREAM AND 2' DOWNSTREAM
MATTING SHALL BE: NORTH AMERICAN GREEN
C125, AMERICAN EXCELSIOR EROSION CONTROL
BLANKET OR EQUAL.
SEE OTHER DETAILS FOR MATTING.
WATTLE SECTION
COIR FIBER WATTLE,
MIN. 12" DIA.
2'X2 "X2" WOODEN STAKES
W/ MIN. OF 4 DOWNSTREAM
STAKES AND 2 UPSTREAM
STAKES ANGLED TO HOLE
COIR LOG IN PLACE
U STAKE DETAILS
2' WOODEN STAKES.
INSTALL MATTING IN DITCH UNDER WATTLE. MINIMUM OF 2 UPSTREAM
MIN. 6' UPSTREAM AND 2' DOWNSTREAM. STAKES EVENLY SPACED
SEE OTHER DETAILS FOR MATTING. BETWEEN DOWNSTREAM STAKES
2'X2 "X2" WOODEN STAKES.
MINIMUM OF 4 DOWNSTREAM
STAKES EVENLY SPACED
NOTES:
1. USE COIR FIBER COCONUT WATTLE WITH MIN. DIAMETER OF 12 INCHES
2. INSTALL WATTLE IN DITCH ONLY TO A HEIGHT TO PREVENT WASHING
OUT AROUND THE WATTLE AND SCOURING OF DITCH AND SLOPES
WATTLE DETAILS
REVISION DATE NOVEMBER 1, 2012
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This document contains the major elements of the recently- revised North Carolina Division of Water Quality (DWQ) Construction
General Permit (NCGO l) with emphasis placed on those elements that differ from the previous permit (expiration on August 2,
2011). Since the summary list below cannot contain details of every change, the complete Permit should be used to assure full
implementation. See: http: / /portal.ncdenr.org/ web /wq /ws /su /construction
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
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swales, ditches
7 days
None
and slopes
�_
• High Quality
W
Q
Water (HQW)
7 days
None
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• Slopes steeper
7 days
less in length and are
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14 days are allowed.
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7 -days for slopes
• Slopes 3:1 or
14 days
greater than 50 feet
flatter
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• All other areas
d
None
(except for
with slopes flatter
14 days
perimeters and
than 4:1
A
HQW Zones
* "Extensions of time may be approved by the permitting authority
based on weather or other site - specific conditions that make compliance
impracticable." (Section II.B(2)(b))
The major change in the Permit from the previous one is the shorter
times to apply ground stabilization such as mulch, wheat straw, or
grasses. The NC laws and rules relating to the Sediment Act require;
in most places, ground stabilization within 21 days. Based on the new
EPA requirements and 9- months' work with a permit advisory group,
CTAG, the Division and EPA- developed pennit, now contains
requirements for ground cover within 14, and in some places, 7 days,
2) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes must be located 50' from storm drains and streams
unless no reasonable alternatives available.
• Earthen - material stockpiles must be located 50' from storm
drains and streams unless no reasonable alternatives
available.
• Concrete materials must be controlled to avoid contact with
surface waters, wetlands, or buffers.
3) Discharges to Federally- listed Waters
• Requirements are the same as in previous permit.
• The permit allows reduction from the 20 acre minimum if
the Director of DWQ determines that other BMPs provide
equivalent protection.
4) Inspections
• Same weekly inspection requirements
• Same rain gauge & inspections after 0.5" rain event
• Inspections are only required during "normal business
hours"
• Inspection reports must be available on -site during
business hours unless a site - specific exemption is
approved.
• Records must be kept for 3 years and available upon
request.
• Electronically - available records may be substituted
under certain conditions.
5) Implementation of New Permit Conditions
• Projects permitted under the previous permit can
continue to follow the previously- permitted conditions.
• Complete applications received prior to August 3, 2011
can follow conditions of approved application.
• Applications received after August 2, 2011 must comply
with new permit conditions.
1
August 4, 2011
6) Conditions in Erosion & Sedimentation Control Plans*
Designation on the plans where the 7 and 14 -day ground
stabilization requirements of the NPDES permit apply
Designation on the plans where basins that comply with the
surface - withdrawal requirements of the NPDES permit are
located.
7) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes located 50' from storm drains and streams unless
no reasonable alternatives are available.
• Earthen- material stockpiles located 50' from storm
drains unless no reasonable alternatives available.
• Concrete materials must be controlled to avoid contact
with surface waters, wetlands, or buffers.
8) Sediment Basins
• Outlet structures must withdraw from basin surface
unless drainage area is less than 1 acre.
• Use only DWQ - approved flocculants.
In order for the E &SC Plan to satisfy the conditions of the Construction General permit, it must identify areas where the ground stabilization requirements apply and the
location of the basins where the surface - withdrawal requirements apply.
Document prepared by the Division of Water Quality
NO. DATE BY
PRELIMINARY
NOT FOR CONSTRUCTION
REVISION DESCRIPTION
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C -503

2' -0" GREATER THAN
WIDTH OF BALL
PROPORTIONALLY TO
NSATE FOR REDUCTION
OTS AND TO PROMOTE
AL CHARACTER OF
H f HOWEVER, PLANT
BE THE SIZE SPECIFIED
PRUNING HAS BEEN
I PLI SH ED.
)PS RUBBER GARDEN
'WICE THE DIAMETER OF
EE TRUNK.
GALVANIZED
10.9 GAUGE
4' STAKES AS
JED BY THE ENGINEER
FREE TRUNK WITH BURLAP,
CREPE PAPER OR OTHER
AL IN 6 " -10" WIDE STRIPS
D GRADE (TREE SHALL
>AME RELATIONSHIP TO
D GRADE AS TO
US EXISTING GRADE)
.CH
I AROUND TRUNK BUT
BURLAP ON BALL
L BROKEN W /PICK
TYPICAL DECIDUOUS TREE PLANTING DETAIL
REVISION DATE - NOVEMBER 3, 2008
;TIVE BARRIER
,RADE
PLAN VIEW CRITICAL ROOT ZONE
ELEVATION VIEW
1'x4' RAIL SAFETY FENCING
2'x4' POST 2'x4' POST
p;;;q
TYPES OF PROTECTIVE BARRIERS
TREE PROTECTION DETAIL
REVISION DATE - NOVEMBER 3, 2008
�li]�i7�9�i7»
SECTION VIEW
UT END
NOTES:
1. LIVE STAKES SHALL CONSIST OF BLACK WILLOW, SILKY DOGWOOD, SILKY
WILLOW, SYCAMORE AND NINEBARK PLANTED AS SHOWN IN DETAIL. 3 OF THE 5
SPECIES LISTED SHALL BE USED.
2. LIVE STAKES SHALL BE INSTALLED IN BANK ON 3' CENTERS IN DISTURBED
AREAS OF CREEK BANK WITH DEAD -BLOW HAMMER. 4/5 OF STAKE SHALL BE
IN THE GROUND.
3. BUDS SHALL BE ORIENTED UPWARDS.
4. CONTRACTOR SHALL CUT EXPOSED END OF LIVE STAKE AFTER INSTALLATION IF
DAMAGED DURING INSTALLATION.
5. LIVE STAKES SHALL BE IN ADDITION TO SEEDING REQUIREMENTS PER DETAILS
AND SPECIFICATIONS.
LIVE STAKE PLANTING
SQUARE CUT
BUDS (FACING
UPWARD)
N
LIVE CUTTING IN "
(3/8 " -1/2" DIAMETER) N LENGTH
ANGLE CUT
30 -45 DEGREES
NOT TO SCALE
NOTE:
STAKING MAY BE REQUIRED
THROUGH MATTING, ROCK, OR
COMPACTED SOILS. REQUIRE
STARTER HOLE IF APPLICABLE.
LIVE STAKES-,
NORMAL DEPTH
NOTES:
1. LIVE STAKES INSTALLED IN BANK WITH DEAD -BLOW HAMMER
2. LIVE STAKES SHALL BE EVENLY SPACED 3 FEET APART.
3. LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 4/5 OF LIVE STAKE IS WITHIN GROUND.
4. IF STARTER HOLE IS NEEDED, MINIMIZE AIR POCKET AS MUCH AS POSSIBLE.
5. CUT EXPOSED END OF LIVE STAKE AFTER INSTALLATION IF DAMAGED DUE TO INSTALLATION (I.E.
DAMAGED BARK, SPLIT ENDS, ETC.)
LIVE STAKING -BANK STABILIZATION
NOT TO SCALE
SEEDING
1. APPLY TEMPORARY AND PERMANENT SEEDING TO SEEDBED AFTER
PREPARATION IS COMPLETE. REFER TO TEMPORARY AND PERMANENT
SEEDING SPECIFICATIONS.
2. BROADCAST SEED INTO FRESHLY LOOSENED SEEDBED THAT HAS NOT
BEEN SETTLED BY RAINFALL.
3. APPLY NATIVE PLANT SEEDING MIX TO AREAS MARKED BY DESIGN
ENGINEER. REFER TO SEED MIX- NATIVE SPECIES- HERBACEOUS
SEEDING FOR SEEDING SPECIFICATIONS.
4. COVER STREAM STABILIZATION AREAS WITH NORTH AMERICAN GREEN
C125BN ACCORDING TO MANUFACTURER'S RECOMMENDATIONS WITHIN
24 -HOURS OF SEEDING.
TREES AND SHRUBS
1. TREE SELECTION TO INCLUDE THE SPECIMENS LISTED ON C -503.
2. CONTRACTOR SHALL COORDINATE PLANTING WITH PROJECT
ENGINEER. REFER TO TYPICAL PLANTING SCHEME FOR GUIDANCE.
3. SHRUBS SHOULD BE PLANTED MORE DENSELY AT OUTER EDGE OF
RIPARIAN BUFFER TO REDUCE LIGHT PENETRATION AND
RE- COLONIZATION BY INVASIVE EXOTIC SPECIES.
dd
Lo
AREA OF BANK FAILUR
AND REPAIR
REPRESENTATI
CONTOURS
L
� MEDIUM /LARGE TREES
SMALL UNDERSTORY TREES
0 SHRUBS
w
NATIVE SEEDING MIX AND PLANTINGS
THROUGHOUT REPAIR AREA
STREAM TOP OF BANKS
NATIVE SEEDING MIX AND PLANTINGS ALONG NEW
RIVER'S EDGE, THIS SIDE ONLY
TYPICAL PLANTING SCHEME
(NOT TO SCALE)
PLANTING NOTES
1. ALL AREAS WHERE TOPSOIL IS DISTURBED SHALL HAVE SEEDBED PREPARED PRIOR TO PLANTING.
2. ONCE CHANNEL BANKS AND OVER BANKS HAVE BEEN GRADED TO FINAL GRADE, CONTRACTOR SHALL
ESTABLISH A SUITABLE PLANTING MEDIUM OF TOPSOIL APPROXIMATELY 6 - 8 INCHES IN DEPTH.
3. CHANNEL EROSION CONTROL BLANKETS SHALL BE NA GREEN C12513N . CHANNEL LINING SHALL BE PLACED
ALONG CHANNEL SLOPES AND BE TRENCHED APPROXIMATELY 3 FEET BACK FROM TOP OF CHANNEL.
4. CHANNEL EROSION CONTROL BLANKETS SHALL BE LAID TRUE TO GRADE AND SHALL MAKE A SMOOTH
INTERFACE WITH THE SURROUNDING GRADE. ANY PORTION OF BLANKET WHICH HAS ITS GRADE OR
SURFACE DISTURBED AFTER PLACEMENT SHALL BE REPAIRED. ANY PORTION THEREOF ALREADY IN PLACE
WHICH IS FOUND TO BE DEFECTIVE OR DAMAGED SHALL BE REPAIRED OR REPLACED, AS DIRECTED BY THE
ENGINEER, WITHOUT ADDITIONAL COST TO THE OWNER.
5. ALL OTHER EROSION CONTROL BLANKETS SHALL BE NA GREEN C125BN FOR DISTURBED AREAS ALONG THE
RESTORED STREAM CHANNEL.
6. ALL PLANTS SHALL BE AS CALLED FOR AS SHOWN ON THIS SHEET AND ON C -506.
7. ALL PLANTS DELIVERED SHALL BE TRUE TO NAME AND EACH PLANT, OR GROUP OF THE SAME SPECIES,
VARIETY, AND SIZE OF PLANT, SHALL BE LEGIBLY TAGGED WITH THE NAME AND SIZE OF PLANT.
8. ALL PLANTS SHALL BE FIRST -CLASS REPRESENTATIVES OF THEIR SPECIES. STAKES SHALL BE REASONABLY
STRAIGHT.
9. ALL PLANTS SHALL BE FREE FROM DISEASE AND INSECT PESTS AND ALL SHIPMENTS SHALL COMPLY WITH
ALL NURSERY INSPECTION AND PLANT QUARANTINE REGULATIONS OF THE STATES OF ORIGIN AND
DESTINATION.
10. ALL PLANTS SHALL BE SUBJECT TO INSPECTION AT ANY TIME BY THE REPRESENTATIVE ENGINEER.
11. LIVE STAKES SHALL CONSIST OF FRESHLY CUT LIVE PLANTS OF SELECT STOCK WHICH HAS BEEN
DEVELOPED BY PROPER CULTURAL TREATMENT. STAKES AND CUTTINGS SHALL BE e" TO Y2' IN DIAMETER
AND BETWEEN 12 - 24 INCHES LONG. STAKES SHALL INCLUDE A 50 -50 MIX OF BLACK WILLOW AND SILKY
DOGWOOD SPECIES.
12. CONTAINER GROWN PLANTS SHALL BE HEALTHY, VIGOROUS, WELL- ROOTED, AND SHALL HAVE BECOME
ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE DELIVERED. THESE PLANTS SHALL HAVE BEEN IN THE
ESTABLISHED CONTAINER LONG ENOUGH FOR THE FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE
ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. THE
CONTAINER SHALL BE A 1 GALLON CONTAINER OR LARGER, SUFFICIENTLY RIGID TO FIRMLY HOLD THE SOIL
PROTECTING THE ROOT DURING TRANSPORTING, HANDLING, AND PLANTING, AND THE SOIL SHALL NOT BE
ALLOWED TO BECOME FROZEN.
13. BARE ROOT PLANTS, IF USED, SHALL HAVE A HEAVY FIBROUS ROOT SYSTEM WHICH HAS BEEN DEVELOPED
BY PROPER CULTURAL TREATMENT. THEY SHALL BE DUG, PACKAGED, TRANSPORTED, AND HANDLED IN A
MANNER THAT WILL PREVENT INJURY TO OR DRYING OUT OF THE TRUNKS, BRANCHES, OR ROOTS, OR
FREEZING OF THE ROOTS.
14. NO CHANGE IN SPECIFIED PLANTS ( SPECIES, VARIETY, SIZE, CALIPER, ETC) WILL BE MADE WITHOUT
APPROVAL FROM THE REPRESENTATIVE ENGINEER. ALL REQUEST BY THE CONTRACTOR FOR
SUBSTITUTIONS SHALL BE PRESENTED IN WRITING AND SHALL INCLUDE A LISTING OF SOURCES WHICH
HAVE BEEN CONTACTED IN AN ATTEMPT TO SECURE THE SPECIFIED PLANT MATERIAL. REQUESTS FOR
SUBSTITUTIONS SHALL INCLUDE BOTANICAL NAME, COMMON NAME, SIZE, CALIPER, AND FURNISH
DESCRIPTION AND PROPOSED SUBSTITUTE.
15. REMOVAL OR CONTROL OF SOD FORMING GRASSES SUCH AS FESCUE AND KENTUCKY BLUEGRASS,
INVASIVE, EXOTIC PLANTS THAT WILL HINDER AND COMPETE WITH PLANTINGS FOR ESTABLISHMENT AND
NUTRIENTS NUISANCE BE PERFORMED FOR A PERIOD OF 90 DAYS AS NECESSARY TO ENSURE ADEQUATE
SURVIVAL OF SPECIFIED PLANT SPECIES.
16. CONTRACTOR SHALL PROVIDE INITIAL WATERING ON THE DAY OF PLANTING. CONTRACTOR IS SOLELY
RESPONSIBLE FOR SURVIVABILITY OF PLANTS FOR 1 YEAR FROM DATE OF PLANTING. ENGINEER
RECOMMENDS PLANTS BE WATERED AT THE MINIMUM RATE OF 1" PER 7 CALENDAR DAYS ( INCLUDING
RAINFALL) FORA PERIOD OF 90 DAYS.
SEEDING SPECIFICATIONS
GENERAL
AREAS WHERE NO SUBSTANTIAL OR SIGNIFICANT PROGRESS IS MADE FOR MORE THAN
7 DAYS SHOULD BE TEMPORARILY SEEDED. AFTER SITE REPAIRS ARE COMPLETED,
THE AREA SHOULD BE PERMANENTLY SEEDED AND PLANTED. ALL AREAS SHOULD BE
SEEDED, MULCHED, AND TACKED. INCIDENTAL GRADING SHALL NOT CONSTITUTE
SUBSTANTIAL OR SIGNIFICANT PROGRESS IN CONSTRUCTION ACTIVITY. SEEDING AND
MULCHING SHALL BE DONE IMMEDIATELY FOLLOWING CONSTRUCTION. ALL DISTURBED
AREAS SHALL BE DRESSED TO A DEPTH OF 8 INCHES. THE TOP 3 INCHES SHALL BE
PULVERIZED TO PROVIDE A UNIFORM SEEDBED. THE NATIVE SPECIES HERBACEOUS
SEEDING MIXTURES INDICATED BELOW WILL BE APPLIED AT A RATE OF 3/4 POUNDS PER
1,000 SQUARE FEET AND WILL BE MIXED WITH THE APPROPRIATE AMOUNT OF RYE OR MILLET.
PERMANENT SEEDING
SEED MIX - NATIVE SPECIES - HERBACEOUS SEEDING
1. IN THE LOWER BANK ZONE (WETLAND AREA)
SCARLET BEEBALM (MONARDA DIDYMA)
JEWELWEED (IMPATIENS CAPENSIS)
COMMON RUSH (JUNCUS EFFUSUS)
FORGET -ME -NOT (MYOSOTIS SCORPIOIDES)
SEDGE (CAREX SP.)
ELDERBERRY (SAMBUCUS CANADENSIS)
2. IN THE MID BANK AND UPPER BANK ZONES AND ALL OTHER DISTURBED AREAS
QUEEN ANNE'S LACE (DAUCUS CAROTA)
RED CLOVER (TRIFOLIUM PRATENSE)
NARROWLEAF PLANTAIN (PLANTAGO LANCEOLATA)
CLASPING VENUS LOOKING -GLASS (SPECULARIA PERFOLIATA)
COMMON PLANTAIN (PLANTAGO MAJOR)
NATIVE GRASSES
SEEDING DATES SEEDING SPECIES RATE (LBS /ACRE)
MAY I - AUG. 15 GERMAN MILLET 40
AUG. 15 - MAY I ANNUAL RYE GO
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS /ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LBS /ACRE 10 -10 -10
FERTILIZER.
MULCH
MULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATE
OF 80 LBS. /1000 SQ.FT. MULCHED AREAS SHALL BE MECHANICALLY
TACKED IN PLACE (OR OTHER APPROVED TACKING METHOD).
NO ASPHALT SHALL BE USED FOR TACKING. USE JUTE, EXCELSIOR
MATTING, COIRFIBER, OR SIMILAR MATERIAL TO COVER EXPOSED AREAS OF
CONCENTRATED FLOW.
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE AND RESEED AS
REQUIRED TO MAINTAIN VIGOROUS TEMPORARY AND PERMANENT VEGETATIVE
COVER DURING AND AFTER CONSTRUCTION.
1
2
3
Open planting
Place bare -root
Close hole with
hole with
seedling in hole -
Shovel or Auger -
Shovel or Auger
root collar at
no air space-
CERCIS CANADENSIS
surface
around roots
BARE -ROOT SEEDLING
PLANTING DETAIL
NOT TO SCALE
NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
REVISION DATE - OCTOBER, 2012
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
2. - NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE AND DWQ
RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS.)
3. - PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED
UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
4. - SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
UPON COMPLETION OF SLOPE STABILIZATION.
5. - a.) SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL
AMENDMENTS SHALL BE HAND PLACED ON A PREPARED SEEDBED.
BASIC MIX
OATS (MAR -JUN), WHEAT (JUL -NOV), OR RYE GRAIN (DEC -FEB)
1 -2 BAGS /ACRES
3 LB. / 1000 SF
RED CLOVER (TRIFOLIUM PRATENSE)
10 LBS. /ACRE
0.5 LB. / 1000 SF
CREEPING RED FESCUE (FESTUCA RUBRA)
20 LBS. /ACRE
1 LB. / 1000 SF
NATIVE SPECIES -ADD TO BASIC MIX AT 1 -2 LBS. /ACRE
LANCED - LEAVED COREOPSIS ( COREOPSIS LANCEOLATA)
8" TO 3'
SILKY WILLOW (SALIX SERICEA)
RANDOM
8'x 8'
HEIGHT
SPACING
DEERTOUNGE (DICANTHELIUM (PANICUM) CLAN DESTRINUM) 'TIOGA"
V TO 3'
TBD
BARE ROOT
HEIGHT
CERCIS CANADENSIS
EASTERN REDBUD
V TO 3'
BARE ROOT
BLACK EYED SUSAN (RUDBECKIA HIRTA)
HEIGHT
BLACK CHERRY
TBD
2' TO 3'
TOTAL
SHOWY PARTRIDGE PEA (CHAMAECRISTA (CASSIA) FASICULATA)
HEIGHT
MIXTURE AT
BARE ROOT
UPPER BANK ZONE
FRAXINUS AMERICANA
AMER. ASH(WHITE)
3' TO 4'
1 LB. / 1000 SF
SHOWY TICKSEED (BIDENS ARISTOSA)
HEIGHT
AMER. ELM(WHITE)
TBD
4' TO 6'
UPPER BANK ZONE
SWITCHGRASS (PANICUM VIRGATUM 'BLACKWELL', 'CAVE -IN- ROCK', 'KANLOW)
HEIGHT
TBD
BARE ROOT
4' TO 6'
BETULA NIGRA
BIG BLUESTEM (ANDROPOGON GERARDII)
HEIGHT
BARE ROOT
LIVE STAKES
COMMON ELDERBERRY (SAMBUCUS CANADENSIS)
SPECIES
SILKY WILLOW (SALIX SERICEA)
RANDOM
8'x 8'
SILKY DOGWOOD (CORNUS AMOMUM)
SPACING
(SEE PLANTING DETAIL)
b.) FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 45 LBS /1000 SF GROUND AGRICULTURAL LIMESTONE
AND 20 LBS /1000 SF 10 -10 -10 FERTILIZER. AVOID ANY CONTACT WITH FLOWING WATER.
c.) COVER STREAMBANK STABILIZATION AREAS WITH NORTH AMERICAN GREEN S75 OR APPROVED EQUAL, ACCORDING
TO MANUFACTURER'S RECOMMENDATIONS WITHIN 24 -HOURS OF SEEDING.
d.) ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
TREES
SPECIES
COMMON NAME
TOTAL
SIZE
REMARKS
PLANTANUS OCCIDENTALIS
SYCAMORE
TBD
BARE ROOT
UPPER BANK ZONE
CERCIS CANADENSIS
EASTERN REDBUD
TBD
BARE ROOT
UPPER BANK ZONE
PRUNUS SEROTINA
BLACK CHERRY
TBD
BARE ROOT
UPPER BANK ZONE
BETULA LENTA
SWEET BIRCH
TBD
BARE ROOT
UPPER BANK ZONE
FRAXINUS AMERICANA
AMER. ASH(WHITE)
TBD
BARE ROOT
UPPER BANK ZONE
ULMUS AMERICANA
AMER. ELM(WHITE)
TBD
BARE ROOT
UPPER BANK ZONE
ACER RUBRUM
RED MAPLE
TBD
BARE ROOT
UPPER BANK ZONE
BETULA NIGRA
RIVER BIRCH
TBD
BARE ROOT
UPPER BANK ZONE
1. TREE SPECIES TO BE RANDOMLY INTERMIXED ON 12'x 12' SPACING
UTILIZING AT LEAST 4 OF THE 8 SPECIES LISTED ABOVE. MATERIAL
SOURCE AND DESIRED SUBSTATIONS TO BE APPROVED BY DESIGNER.
NOTES:
I . SHRUB SPECIES TO BE RANDOMLY INTERMIXED ON 8'x8' SPACING UTILIZING AT
LEAST 3 OF THE 10 SPECIES LISTED ABOVE. MATERIAL SOURCE AND DESIRED
SUBSTATIONS TO BE APPROVED BY DESIGNER.
2. LIVE STAKES TO CONSIST OF SILKY DOGWOOD PLANTED AS SHOWN IN DETAIL
ALONG LOWER BANK ZONE.
NO. DATE BY
PRELIMINARY
NOT FOR CONSTRUCTION
REVISION DESCRIPTION
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YELLOWROOT
TBD
BARE
ROOT /POTTED
MID -BANK
ZONE
& BENCH
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I . SHRUB SPECIES TO BE RANDOMLY INTERMIXED ON 8'x8' SPACING UTILIZING AT
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SUBSTATIONS TO BE APPROVED BY DESIGNER.
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PRELIMINARY
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