20181031 Ver 1_Pre Filing Meeting Documents_20201130

FW: Pre -Filing Meeting is not needed for Round Hill Branch Restoration Sit... 8
Tim Morris
O To O orris KnigFbMenQ Oloe Sullivan
Frwn:laserfichaWncdent dasemcberawtlenr.gov>
Sent Friday, November 6, 202012:01 AM
To: Tm Mom s R in.MorrisPaccur
Co enn.daverancdenc¢ov
SubjM: PreFilingMeeting Is not needed Br Round HIII Branch Rest0afion Site -20181031 Ver 1
The North Carolina Division of Water Resources has received the Pr Fbrg Meeting Request Form for Round HIII
Branch Restoration site that you submitted On 10/6/M201:38 PM. The to number for that project Is 20181031,
Version 1.
It has been decided that no meeting Is needed for this project.
Projectfile Rink: hMsl/No¢deg.nc. /WaterResourtes/Bro e.asox?dbid9R ftiSM699
When you submit War application please uploatl a copy of the attached comment in this email.
This email was automatically generated by IaserfMe workflow. Please do not Herontl t0 this email addl as
responses are not monitored.

Project Component  ‐or‐  Reach ID Existing Footage/ Acreage Stationing Restoration Footage  or Acreage Creditable Footage or Acreage Restoration Level Approach Priority Level Mitigation Ratio (X:1) Mitigation Credits Notes/Comments RHB Reach 1  691 10+21 to 17+26 705  670  R  I/II  1 : 1  670 Crediting at top begins at full 30'‐width buffer; 20' exception for crossing STA 13+51 to 13+71; exception at crossing STA 17+11 to 17+26 RHB Reach 2  575 17+26 to 23+48 622  555  R  I  1 : 1  555 No credit (limited widths/crossing) from STA 17+26 to 17+92 RHB Reach 3  317 23+48 to 26+32 284  284  R  I/II  1 : 1  284  T1  383 100+09 to 103+97 387  375  R  I  1 : 1  375 Crediting begins at full 30'‐width buffer; no credit at crossing from STA 103+84 to 103+97 T2  248 200+53 to 203+11 258  258  R  I/II  1 : 1  258 Crediting begins at full 30'‐width buffer  
'[tSiCArrO
GENERAL NOTES.
CONTROL POINTS.
.1
�G�aFEssia,��f�y9
.Q
DESC.
NORTHING
EASTING
ELEV.
__ SEAL -_
BEARINGS AND DISTANCES:
- -
040899
ALL BEARINGS ARE NAD 1983 GRID BEARINGS.
ALL DISTANCES AND COORDINATES SHOWN ARE HORIZONTAL
GPS 1
GPS 2
705359.06
705212.26
890136.60
889485.47
2171.12
2182.58
o
(GROUND) VALUES.
GPS 3
705368.42
888964.71
2218.47
%, ��,'' G N�
GPS 4
704925.08
889131.44
2178.10
'r,T�N1 E. ,.•'�
UTILITY/SUBSURFACE PLANS:
KCI#200
705185.20
890235.08
2155.38
111��5�
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT.
10-28 -2020
EXISTING UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED.
KCI # 201
705017.64
889840.76
2163.21
THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING A UTILITY
KC1 # 202
705060.21
889494.48
2169.86
LOCATOR AND ESTABLISHING THE EXACT LOCATION OF ANY AND
KCI#500A
704939.49
889407.65
2169.87
ALL EXISTING UTILITIES IN THE PROJECT REACH.
KCI#501
704959.15
889308.46
2171.35
KCI#500
704939.48
889407.66
2169.86
KCI#503 704528.44 889427.22 2181.21
KCI#504
704434.43
889386.61
2184.71
LL�
°u
KCI#550
704919.78
889225.81
2174.17
°w
KCI#551
704493.12
889284.02
2219.89
00
KCI#552
704924.97
889131.34
2178.09
a�
�~
KCI#553
705368.40
888964.62
2218.43
Z�
~z z
0
�N
PROJECT LEGEND:
W
' `U
w
0 Q
pZ
Va0
oOf
0 0
o
W
¢ Z
00
�2
+
N
Q
W of
z
Proposed Thalweg
oZ,
w/Approximate Bankfull Limits
Minor Contour Line
(lft.)
LLW
.........
z
W
Major Contour Line (5ft.) __________-------
Proposed Riffle Enhancement --------------_
Proposed Riffle Grade Control
Proposed Cascade Structure
z
z
2
W
J
O
Proposed Step Pool ------------------------------
Z I=
0
----_
QC/)
z
Proposed Live Lift ---------------------------------
m O
°z
Floodplain Grading Extents----------------_ --_.._..•
2
z
D
0
ExistingChannel to be Filled -
Z
m
0�
o
U
z
D
0]
OCTOBER 2020
SCALE: N.T.S.
GENERAL
NOTES &
PROJECT
LEGEND
SHEET 2 OF
19

USE 70OG COIR MATTING BACKED WITH WESTERN
EXCEL CC-4 EROSION CONTROL BLANKET. BACKFILL
WITH SUITABLE GROWING MATERIAL.
USE 700 GRAM COIR MATTING
z
m
INSTALL LIVE WHIPS ON TOP OF LAYER OF
SUITABLE SOIL (0.1' - 0.2') WITH APPROX.
ON ANY GRADED BENCHES
OR TERRACE SLOPES
p LL
1 O
1 FOOT OF PLANT MATERIAL EXPOSED.
MINIMUM LENGTH OF CUTTINGS SHALL BE
3' MINIMUM
BENCH
4'. DISTANCE BETWEEN CUTTINGS SHALL BE 4".
III—
III—
III III
4" EXPOSED
STONE BASE
RR
00 CJOO
L/ BASEFLOW
` o
°o
- ---_
O�� O� o O
0
ogo�0oo� -
_
o
5' MINIMUM
PER DESIGNER'S DIRECTION,
10% NATIVE SOIL I
1 INTERSPERSE WITH WOODY
10% CLASS A STONE
DEBRIS THAT EXTENDS INTO
20% CLASS B STONE
60% CLASS 1 STONE
SECTION (ROCK BASE)
POOL TO ENHANCE HABITAT.
LIFTS AT STATIONS 15+38, 20+79
SEE ROCK BASE SECTION
FOR MATERIALS
INSTALL SOIL FOR
WHIPS ON TOP OF
FILTER FABRIC
4" EXPOSED
I_I I_I I_I
WOOD TOE
BRUSH FILL
BASEFLOW
CROSS LIMBS
S MINIMUM
SECTION (WOOD BASE)
LIFTS AT STATIONS 12+87, 18+79, 22+63
LAY FILTER FABRIC OVER UPSTREAM
TOP EDGE OF SILL ROCK(S); BEHIND
FILTER FABRIC, BACKFILL CLASS A
AND NATURAL STREAM MATERIALS.
PROPOSED
PROFILE
)W —
FILTER FABRIC: J STONE,-
BACKFILLWITHA BOULDE
STONE MIXTURE OF
50% CLASS A STONE,
50% NATIVE STONE / SOIL.
ENSURE THAT THE MIXTURE
IS WELL PACKED TO ELIMINATE
WATER PIPING.
NOTES:
USE 1.5'xi"x2" WOODEN STAKES ON
2' CENTERS. STAKES SHALL HAVE A
LIVE LIFT 'ROOFING'NAIL AT TOP TO KEEP
FABRIC FROM SLIPPING OFF.
SEE PROFILE SHEETS FOR -
STATIONS AND ELEVATIONS
GRADE
18" NOM. THICKNESS MIX OF: —FILTER FABRIC
30%CLASS A STONE (KEY IN UNDER
70% CLASS B STONE STREAM BED)
NOTES:
FOR DOUBLE STEP POOLS, CONTINUE ROCK MIXTURE
FROM FIRST SILL ALL THE WAY TO THE SECOND SILL.
DO NOT STOP AT THE 6FT MINIMUM AS SHOWN IN THE
SINGLE STEP POOL PLAN VIEW.
BOULDERS SHOULD BE NATIVE STONES OR SHOT
ROCK, ANGULAR AND OBLONG, WITH AN AXIS
APPROXIMATELY V L x 2' W x 1.5' D.
BOULDER SILLS TO EXTEND 5' MINIMUM INTO STREAM
BANKS FOR STEP POOL STRUCTURES.
STONE INSTALLATION: START BY INSTALLING STONE
MIXTURE. THEN ADD SURGE STONE TO FILL IN VOIDS.
FINISH BY WASHING IN NATURAL STREAM MATERIAL
TO OBTAIN FINAL GRADE.
IF APPROVED BY DESIGNER, BOULDER SILLS CAN BE
REPLACED WITH LIVE HARDWOOD LOGS FOUND ON
O
SITE. LOGS MUST BE A MINIMUM OF 10" DIAMETER
AND STACKED IN A TRIANGLE FORMATION. NAIL
(ROOFERS NAIL OR NAIL WITH WASHER) FILTER FABRIC
TO THE TOP LOG AND CONTINUE DOWN AND UNDER
. O
STRUCTURE AS SHOWN ON STEP POOL DETAIL.
.. .. �,
LOG SILL
A
12FT WIDE - 18" DEPTH
Q
ROCK FORD CROSSING:
Q O
20% #57 STONE
60% CLASS A STONE
00 Q
oO
20% CLASS B STONE
PROPOSED'RIFFLE
Q°
PROPOSED'RIFFLE
GRADE CONTROL'.
SEE DETAIL BELOW.
QQO ((��Q��
O O
GRADE CONTROL'.
SEE DETAIL BELOW.
W
gQo
TOP OF BANK
Q OO
Q Q
Q FLOW
Q� oo O° uQ
Q�Q
V
u(()° Q��^ °OQ0 Q °O
TOP OF BANK
VOWO
O 0
Q Q
000 (Q�0
°
EXTEND ROCK MIXTURE
O�
MINIMUM OF 15 FEET PAST
BOTTOM OF BANK, BOTH
Q
SIDES. TIE INTO EXISTING
Q Q
DRIVE.
A
12FT WIDE - 18" DEPTH
ROCK FORD CROSSING:
20%#57 STONE
PLAN
MATCH EXISTING
60% CLASS A STONE
SLOPE OF ACCESS DRIVE
20% CLASS B STONE
(BOTH SIDES)
UNDERLAY STONE MIXTURE
o 0
WITH FILTER FABRIC
NOTE:
SECTION A -A
TOP 4" OF ROCK MIXTURE SHALL
BE FINISHED WITH A COMBINATION
OF CABC STONE AND NATIVE BED
MATERIAL TO ENSURE THAT A
SMOOTH, TAMPED SURFACE.
ROCK FORD CROSSING
SCALE:NTS
C)
N
H
3
Y
Y
Y
m
m
m
INSTALL CENTER BOULDER
O
O
O
111
SLIGHTLY LOWER THAN SIDE
a
O
w
O
a
O
LL
TO FORCE FLOW
ILLBOULDERS
TO CENTER OF CHANNEL
d'
SF7
INSTALL SILL AT 8°ANGLE
MW.
5FT
TO ENCOURAGE FLOW
MIN.
AWAY FROM OUTER BANK
N.
18" NOM. THICKNESS MIX OF: �bv (SINGLE
70% CLASS B STONE30% CLASS AST NE
O °j 0 STEP
s�
STONE TOE: �-
START ROCK 2FT
BELOW WATERS EDGE
AND EXTEND TO 0.5FT
ABOVE WATERS EDGE
i /
O�v
4�
e
STEP POOL
SCALE:NTS
PLAN VIEW
ROCK MIXTURES
REACH
CLASS A
CLASS B
NATIVE SOIL
T1
50%
40%
10%
T2
50 %
40 %
10%
RHB-xsA
40%
50%
10%
RHB-xsB
40%
50%
10%
RHB-xsC
40%
50%
10%
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10-28 -2020
LLm
O
Gm
Q
H
LL Q
O In
LL
O
SEE ROCK
MIXTURES BELOW
SEE CROSS-SECTION
SHEET FOR EXACT
6"MINIMUM
DIMENSIONS
(SEE ROCK MIXTURE
TABLE, THIS DETAIL)
SECTION
ROCK MIXTURES
REACH
CLASS A
CLASS B
NATIVE SOIL
T1
50%
40%
10%
T2
50%
40%
10%
RHB-nA
40%
50%
10%
RHB-nB
40%
50%
10%
RHB-xsC
40%
50%
10%
STONE INSTALLATION
START BY INSTALLING STONE / SOIL MIXTURE.
FINISH BY WASHING IN NATURAL STREAM BED
MATERIAL TO FILL IN VOIDS AND OBTAIN FINAL
GRADE. ENSURE THAT THE MIXTURE IS WELL
PACKED TO MINIMIZE WATER PIPING.
RIFFLE ENHANCEMENT
SCALE: NITS
Y 0 Y
0
am 0
O m O SEE CROSS-SECTION SHEET
FOR EXACT DIMENSIONS
WRAP AND STAKE COIR
MATTING UNDER
1' MIN. CONSTRUCTED BANK
SEE NOTE
BELOW I
T MIN. SEE ROCK
MIXTURES BELOW
SECTION PER DESIGNER'S DIRECTION,
INTERSPERSE WITH WOODY
DEBRIS TO ENHANCE HABITAT.
zw
3 LL SEE PROFILE SHEETS FOR
LL
m � STATIONS AND ELEVATIONS °z �'-
FOR BEGIN AND END OF w
RIFFLE
FLOW TAPER STONE INTO
_ _ _ _ _ _ c�--,_ _ _ _ BASEFLOW EXISTING STREAM BED
o;'�•'OO o POOL
IIII III —I —III-1 —1 —1 —111—III—III—I 11—III—III—III I 11=—=-1 ll=
PROFILE
STONE INSTALLATION:
START BY INSTALLING STONE / SOIL MIXTURE.
FINISH BY WASHING IN NATURAL STREAM BED
MATERIAL TO FILL IN VOIDS AND OBTAIN FINAL
GRADE. ENSURE THAT THE MIXTURE IS WELL
PACKED TO MINIMIZE WATER PIPING.
RIFFLE GRADE CONTROL
SCALE:NTS
0
F-
vo
(~A w �
~ z Z U)
LL W /A Q
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v s Oo
53 w wU
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DETAILS

NOTES
-MATTING SHALL BE INSTALLED PRIOR
TO THE INTRODUCTION OF WATER TO
A STREAM SECTION.
-MATTING SHALL BE INSTALLED ALONG
BOTH SIDES OF NEW STREAM LENGTH
-MATTING SHALL EXTEND FROM TOE
OF SLOPE TO THE TOP OF BANK.
COIR MATTING
UNDERLAIN BY STRAW,
SEED, AND FERTILIZER
COIR MATTING
SCALE: NTS
STAKE
W/ ROOFING NAIL
------ Wbkf ------
INSTALL TO ONLY HALF TYPICAL RIFFLE
BANKFULL ON INNER
BENDS OF POOLS
Wbkf
— -- BANKFULL
GROUND SURFACE
NOTE:
COIR MATTING SHALL BE TYPICAL POOL WATER SURFACE
INST
INSTALLED ALONG ENTIRE
BANK HEIGHT FOR STEP COIR MATTING
POOLSTRUCTURES
EXAMPLE COIR MATTING PLACEMENT
SCALE: NTS
FILTER
FABRIC
3'
2�
�Q �Q
THICKNESS MIX OF:
10% NATIVE SOIL
40% CLASS STONE
STONE INSTALLATION:
50% CLASS B STONE
START BY INSTALLING STONE / SOIL MIXTURE.
(WASH IN NATURAL STONE AND
FINISH BY WASHING IN NATURAL STREAM BED
SOIL MATERIAL TO FILL IN VOIDS)
MATERIAL TO FILL IN VOIDS AND OBTAIN FINAL
GRADE. ENSURE THAT THE MIXTURE IS WELL
PACKED TO MINIMIZE WATER PIPING.
STABILIZED ROCK OUTLET
SCALE: NTS
10 FEET
4" OF CRUSHER RUN
PROOF ROLL AND
ROCK COMPACTED
SLOPE 1/4" SLOPE 1/4"
STABILIZE
FOR SMOOTH FINISH
PER FOOT PER FOOT
.Z1
CRUSHER RUN STONE
PROOF ROLL AND
UNDERLAIN WITH WOVEN
STABILIZE SUBGRADE
GEOTEXTILE FABRIC
STABILIZED ACCESS DRIVE
SCALE:NTS
,`11111f171"I,
Alj
sroo��2y '-
SEAL
040899 -
n r _
V N
10 -28 -2020
SEE PROFILE SHEETS FOR
STATIONS AND ELEVATIONS I
FOR BEGIN AND END OF
I RIFFLE
DESIGNED END
DESIGNED BEGIN
RIFFLE ELEVATION
RIFFLE ELEVATION
(SEE PROFILE SHEETS)
(SEE PROFILE SHEETS)
BOULDER OR
TAPER RIFFLE MATERIAL
LOG DROP
BOULDER OR
INTO FINAL GRADE
COMING OUT OF POOL
LOG DROP ULDER DISTRIBUTE RIFFLE GRADE
LOG SILLJ3'F------- EVENLY THROUGHOUT
DESIGNED POOL
Q O�O
FLOW —♦♦ BOULDER DROPS. EXACT
p O�
ELEVATION
��
�� NUMBER OF DROPS TO BE
Q
lJ" O O
�; DETERMINED BY DESIGN
p
p O- Q O p p O O REPRESENTATIVE.
�0�00
O 00
NOTE:
PER DESIGNER'S DIRECTION,
INTERSPERSE WITH WOODY
SECTION B-B' (LONGITUDINAL SECTION B-B' (LONGITUDINAL VIES
DEBRIS TO ENHANCE HABITAT.
DESIGNED POOL
ELEVATION
2
O
a m k m
STABILIZE BANKS
O m O
WITH 700 GRAM
COIR MATTING
MA
WRAP AND STAKE COIR
I--- MATTING UNDER
CONSTRUCTED BANK
NOTES:
START BY INSTALLING STONE/SOIL MIXTURE.
%
�� g i
Q oO Q
FINISH BY WASHING IN NATURAL STREAM BED
�' /�
MATERIAL TO FILL IN VOIDS AND OBTAIN FINAL
GRADE. ENSURE THAT THE MIXTURE IS WELL
2' MIN.
10°k NATIVE SOIL
PACKED TO MINIMIZE WATER PIPING.
BOTH
SECTION A -A' (CROSS-SECTION VIEW) 30% CLASS A STONE
SIDES
60% CLASS B STONE
WRAP AND STAKE COIR MATTING UNDER
(WASH IN NATURAL STONE AND
CONSTRUCTED BANK THROUGHOUT ENTIRE
SOIL MATERIAL TO FILL IN VOIDS)
LENGTH OF RIFFLE SECTIONS.
NOTE:
SEE CROSS-SECTION SHEET FOR EXACT
PER DESIGNER'S DIRECTION,
DIMENSIONS.
INTERSPERSE WITH WOODY
DEBRIS THAT EXTENDS INTO
BOULD S POOL TO ENHANCE HABITAT.
FA
S
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•o 0 0 .o .o o .o .o .o .o o • .
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000 •o ,o
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a
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o�n����a�
oo
=000
=000
00000' 00000', 0000�o', 00000' o
tBTTOM OF BANK
_�
s�_�a�2s�_^�
•was_^�d�^� o _���•�o_o�_v��
oo o
o o o o o o o o
PooOF BANK
ANKFULL)
���` AA
VARIES
PLAN VIEW
CASCADE STRUCTURE
SCALE:NTS
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DETAILS

-4' -2' 0' 4' 8'
REACH: T1 - STATION 100+00 TO 103+97
REACH: T2 - STATION 200+00 TO 203+11
"C4" STREAM TYPE
"C4" STREAM TYPE
XS GRAPHIC SCALE
Vk CAROL��`';
SEE PLAN SHEETS
SEE PLAN SHEETS
=4
FOR FLOODPLAIN
FOR FLOODPLAIN
77„
. n
EXTENTS
EXTENTS
`4
6.4'
.
SEAL -
1 2.1' 1.3' 1.3', 2.1'
3'
1 2' 1.2' 1.2', 2'
- -
040899
N
uj
TYPICAL RIFFLE
TYPICAL RIFFLE
�IU E_ ,�'t
Q = THALWEG LOCATION
Q = THALWEG LOCATION
�r1 f+,,,,1111
10-28-2020
SEE PLAN SHEETS
SEE PLAN SHEETS
FOR FLOODPLAIN
FOR FLOODPLAIN
EXTENTS
EXTENTS-
\\
r ss'
I - s 1
0 c \ �04
6.2' 3.4'
"
5.8' 3.2'
�31
\ %
PTO\ �9
-1
♦ \ 2� TYPICAL RIFFLE WIDTH
CAL ♦ \\
-_
(SEE SHEET 5)
OOLWIDTH
1
(SEE SHEET 5)
\
\
m�Ty
TYPICAL POOL - RIGHT MEANDER
TYPICAL POOL - RIGHT MEANDER
\ \
a\
ow
o>
START TO TAPER r \ ♦
OA \
�nw
��
SEE PLAN SHEETS
SEE PLAN SHEETS
INTO WIDER POOL ♦
WIDTH �� On�O
/
FOR FLOODPLAIN
EXTENTS
FOR FLOODPLAIN
EXTENTS
NOTE: 92 PT
'F
O'a
w
91
70
GRADING TRANSITIONS FROM THE SMALLER
V
s: 3.4' 6.2' 1
- s 3.2' 5.8' 1
-
RIFFLE CROSS-SECTION WIDTH TO THE WIDER
Z�
1 3"v
1 �'f" 3
POOL CROSS-SECTION WIDTH SHALL START
APPOMATLYLENGTH OF
20
AT THE INNER TOTAL
THE R TYPICAL
POOLWIDTH
_
(SEE SHEET 5)
2
1 9
a
TYPICAL POOL - LEFT MEANDER
TYPICAL POOL - LEFT MEANDER
TYPICAL RIFFLE -POOL TRANSITION GUIDANCE
wo
I"� Z
W �a
NOT TO SCALE
, `
V U) Q
U N 00
ofof
O W W U
¢
RHB-REACH 1 - STATION 10+00 TO 17+26
RHB-REACH 2 - STATION 17+26 TO 23+48
RHB-REACH 3 - STATION 23+48 TO 26+32
5 Z�
"C4" STREAM TYPE
"C4" STREAM TYPE
"C4" STREAM TYPE
a 0
L N�
LLI
SEE PLAN SHEETS
FOR FLOODPLAIN
SEE PLAN SHEETS
FOR FLOODPLAIN
SEE PLAN SHEETS
FOR FLOODPLAIN
Z I, Q
EXTENTS
EXTENTS
EXTENTS
Z .IY
11.4'
11.8'
W v
3. 2.9' 2' 2' 2.9'
3.2' 2.5' 2.5' 3.2'
1 3.4' 2.9 2.5' 3.4' 1
3.
_
v
TYPICAL RIFFLE
TYPICAL RIFFLE
TYPICAL RIFFLE
Q
z
0 = THALWEG LOCATION
O = THALWEG LOCATION
O = THALWEG LOCATION
J
2 O
SEE PLAN SHEETS
SEE PLAN SHEETS
SEE PLAN SHEETS
U LU Q
FOR FLOODPLAIN
EXTENTS
13.8'
FOR FLOODPLAIN
EXTENTS
16'
FOR FLOODPLAIN
EXTENTS
16.6'
Z U
Q in =
8.9' 4.9'
3.
''�
10.3' 5.7'
��' 3-''
10.7' 5.9' 1
��' ''
L.L
CO Z O
-----------------
--------------------
----------�-------
O z
J
J H }
CN
cI
I
2.8'
I --I
3.3'
1 3.4' I - - -
Q O
I-�•y
I"�"1
O
LU
TYPICAL POOL - RIGHT MEANDER
TYPICAL POOL - RIGHT MEANDER
TYPICAL POOL - RIGHT MEANDER
Z) m
0 O
U
z
SEE PLAN SHEETS
SEE PLAN SHEETS
SEE PLAN SHEETS
D
FOR FLOODPLAIN
FOR FLOODPLAIN
FOR FLOODPLAIN
CD
EXTENTS
EXTENTS
EXTENTS
+ 13.8'
16
+ 16.6' -I
r
4.9' 8.9'
,
5.7' 10.3'
r
5.9' 10.7'
m
�___
Dare: OCTOBER 2020
N
i
Nr_
I
scnLe: SEE SHEET
TYPICAL
2.8'
--i
- -
1 3.3'
3.4'
r^-
CROSS -
TYPICAL POOL - LEFT MEANDER
TYPICAL POOL - LEFT MEANDER
TYPICAL POOL - LEFT MEANDER
SECTIONS
SHEET 5 OF 19

Lmm�NCNC GR .
NAD '83
-40' -20' 0' 40' 80'
GRAPHIC SCALE
BEGIN
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PLANTING ZONE 1 = 1.49 ACRES
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EXACT SPECIES AND %'s OF LIVE STAKES WILL BE DEPENDANT ON
AVAILABILITY AT TIME OF CONSTRUCTION. NO SINGLE LIVE STAKE
SPECIES SHALL COMPOSE MORE THAN 40% OF THE TOTAL NUMBER
DATE: OCTOBER 2020
OF LIVE STAKES TO BE INSTALLED. CONTRACTOR TO COORDINATE
WITH DESIGNER BEFORE PLACING ORDERS.
MATCHLINE - SEE SHEET 10
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EASEMENT BOUNDARY MARKING
THE EASEMENT BOUNDARY WILL BE MARKED
WITH METAL OR SALT TREATED WOOD POSTS
AND CONSERVATION EASEMENT SIGNS AT THE
CORNERS AND AT A MINIMUM OF 100' INTERVALS
ALONG THE BOUNDARY.
WHEN APPROPRIATE, PROVIDER SHALL MARK EXISTING TREES WITH CONSERVATION
EASEMENT SIGNS AND / OR BLAZE PROPERTY LINES AT APPROXIMATELY EYE LEVEL.
O 6-FOOT TALL DURABLE WITNESS POSTS AND 5/8"
REBAR 30" IN LENGTH WITH 3-1/4' ALUMINUM CAPS
ON ALL EASEMENT CORNERS. CAPS SHALL MEET DMS
SPECIFICATIONS (BERNSTEN RBD5325 IMPRINTED WITH
NC STATE LOGO 169087 OR EQUIVALENT). AFTER
INSTALLATIONCAPS SHALL BE STAMPED WITH THE
CORRESPONDING NUMBER.
• 6-FOOT TALL DURABLE WITNESS POST ALONG BOUNDARY
OF CONSERVATION EASEMENT. POSTS SHALL BE MADE
OF MATERIAL THAT WILL LAST A MINIMUM OF 20 YEARS.
THE PROVIDER SHALL ATTACH A CONSERVATION EASEMENT
SIGN TO EACH WITNESS POST AND PLACE ADDITIONAL SIGNS
AT NO MORE THAN 100-FOOT INTERVALS ON BOUNDARY LINES.
INSTALL NEW WOVEN WIRE FENCE
- - - - - • DO NOT INSTALL FENCE - CONSERVATION EASEMENT
EXISTING CATTLE FENCE
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EASEMENT BOUNDARY MARKING
THE EASEMENT BOUNDARY WILL BE MARKED
WITH METAL OR SALT TREATED WOOD POSTS
AND CONSERVATION EASEMENT SIGNS AT THE
CORNERS AND AT A MINIMUM OF 100' INTERVALS
ALONG THE BOUNDARY.
WHEN APPROPRIATE, PROVIDER SHALL MARK EXISTING TREES WITH CONSERVATION
EASEMENT SIGNS AND / OR BLAZE PROPERTY LINES AT APPROXIMATELY EYE LEVEL.
O 6-FOOT TALL DURABLE WITNESS POSTS AND 5/8"
REBAR 30" IN LENGTH WITH 3-1/4" ALUMINUM CAPS
ON ALL EASEMENT CORNERS. CAPS SHALL MEET DMS
SPECIFICATIONS (BERNSTEN RBD5325 IMPRINTED WITH
NC STATE LOGO #B9087 OR EQUIVALENT). AFTER
INSTALLATION, CAPS SHALL BE STAMPED WITH THE
CORRESPONDING NUMBER.
• 6-FOOT TALL DURABLE WITNESS POST ALONG BOUNDARY
OF CONSERVATION EASEMENT. POSTS SHALL BE MADE
OF MATERIAL THAT WILL LAST A MINIMUM OF 20 YEARS.
THE PROVIDER SHALL ATTACH A CONSERVATION EASEMENT
SIGN TO EACH WITNESS POST AND PLACE ADDITIONAL SIGNS
AT NO MORE THAN 100-FOOT INTERVALS ON BOUNDARY LINES.
— X — INSTALL NEW WOVEN WIRE FENCE
- - - - - • DO NOT INSTALL FENCE - CONSERVATION EASEMENT
EXISTING CATTLE FENCE
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SEDIMENTATION AND EROSION CONTROL NOTES:
1. IT IS THE INTENT OF THESE PLANS THAT AS SOON AS AN AREA OF GRADING IS COMPLETE IT
SHALL BE STABILIZED IN ACCORDANCE WITH THE EROSION CONTROL PRACTICES DESCRIBED
IN THESE PLANS.DUE TO THE ANTICIPATED DURATION AND SEQUENCE OF THE CONSTRUCTION
ACTIVITIES, THE CONTRACTOR IS REQUIRED TO MINIMIZE, AS MUCH AS POSSIBLE, THE AMOUNT
OF THE AREA THAT IS DISTURBED AT ONE TIME.
2. THE CONTRACTOR SHALL EXERCISE EVERY REASONABLE PRECAUTION THROUGHOUT THE
CONSTRUCTION OF THE PROJECT TO PREVENT EROSION AND SEDIMENTATION. EROSION
CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE
PROJECT PLANS, NORTH CAROLINA SEDIMENT AND EROSION CONTROL GUIDELINES AND AS
DIRECTED BY THE DESIGNER.
3. IN THE EVENT OF A STORM, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OR
PROTECTION OF ANY EQUIPMENT, TOOLS, MATERIALS OR OTHER ITEMS NEEDED TO COMPLETE
THE WORK THAT COULD BE AFFECTED BY STORMWATER.
4. EACH SEDIMENT CONTROL DEVICE WILL BE REMOVED AFTER ALL WORK IN THE CORRESPONDING
CONSTRUCTION PHASE HAS BEEN COMPLETED AND ADEQUATE PERMANENT GROUND COVER HAS
BEEN RE-ESTABLISHED ON THE DISTURBED AREAS, AS DETERMINED BY THE DESIGNER.
5. THE CONSTRUCTION ENTRANCES AND STAGING AREAS IDENTIFIED ON THE PLANS PROVIDE THE
ONLY ACCESS POINTS INTO THE LIMITS OF DISTURBANCE. NO ADDITIONAL ACCESS POINTS SHALL
BE USED WITHOUT APPROVAL OF THE DESIGNER.
6. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED WITHIN THE LIMITS OF DISTURBANCE FOR
LATER USE AS FILL MATERIAL. SILT FENCE SHALL BE INSTALLED ON THE LOW SIDE
OF ANY TEMPORARY OR PERMANENT SPOIL AND TOPSOIL PILES. THESE SPOIL PILES SHALL ALSO BE
SEEDED AND MULCHED FOR VEGETATIVE STABILIZATION WITHIN 7 DAYS THAT THEY ARE CREATED. ALL
SPOIL MATERIAL SHALL STAY ON THE SITE AND SHALL NOT BE REMOVED FROM THE SUBJECT PROPERTY
WITHOUT DESIGNER APPROVAL.
7. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND FUNCTIONAL
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAIN EVENT AND/OR AT LEAST ONCE PER WEEK.
ANY NEEDED MAINTENANCE OR REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES
AS DESIGNED. ACCUMULATED SEDIMENT SHALL BE REMOVED FROM CONTROL MEASURES WHEN THEY
REACH APPROXIMATELY 50% OF THEIR FUNCTIONAL CAPACITY. THESE MEASURES SHALL BE REPAIRED
IF DISTURBED DURING MAINTENANCE. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AND
MULCHED, AS NECESSARY, TO PROMOTE THE ESTABLISHMENT OF VEGETATION COVER.
8. THE CONSTRUCTION MANAGER AND EROSION CONTROL CONTACT FOR THIS SITE IS TIM MORRIS.
OFFICE PHONE [phone] / CELL PHONE [phone].
9. ALL EXCESS WASTE MATERIAL SHALL BE DISPOSED OF AT A PERMITTED FACILITY OR SITE.
(15A NCAC 04B .0110)
SEDIMENTATION & EROSION
CONTROL PLAN LEGEND
LIMITS OF DISTURBANCE
SILT FENCE
STRAW WADDLE
TEMPORARY BRIDGE MAT STREAM CROSSING ----
STREAM TO BE FILLED _____________
STAGING AREA
STOCK PILE
TEMPORARY CHANNEL DIVERSION
TCD
SEEDING AND PLANTING NOTES
TEMPORARY SEED MIX
THE CONTRACTOR SHALL UTILIZE THE FOLLOWING SEED/FERTILIZER
MIX IN SEEDING ALL DISTURBED AREAS WITHIN THE PROJECT LIMITS:
SUMMER MIX (MAY 15-AUGUST 15)
GERMAN MILLET _ _ _ _ _ _ SETARIA ITALICA _ _ _ _ _ _ _ 20 LBS / ACRE
BROWNTOP MILLET _ _ _ .UROCHLOA RAMOSA ---- 20 LBS / ACRE
WINTER MIX (AUGUST 15 - MAY 15)
RYE GRAIN- - - - - - - - - - - - SECALE CEREALE- - - - - - - -120 LBS / ACRE
PERMANENT RIPARIAN SEED MIX
SUMMER MIX (MAY 15-AUGUST 15)
APPLICATION RATE (IN MIX)
SPECIES % OF MIX
LBS / ACRE
VIRGINIA WILDRYE - ELYMUS VIRGINICUS
15
4.6
BIG BLUESTEM -- ANDROPOGON GERARDII
8
2.3
SWITCHGRASS -- PANICUM VIRGATUM
11
3.3
AUTUMN BENTGRASS -AGROSTIS PERENNANS
11
3.3
BLACK-EYED SUSAN -- RUDBECKIA HIRTA
8
2.3
LANCELEAF COREOPSIS - COREOPSIS LANCEOLATA
8
2.3
SOFT RUSH - JUNCUS EFFUSUS
4
1.1
LITTLE BLUESTEM - SCHIZACHYRIUM SCOPARIUM
4
1.1
INDIAN GRASS - SORGHASTRUM NUTANS
4
1.1
EASTERN GAMMA -- TRIPSACUMDACTYLOIDES
4
1.1
BROWNTOP MILLET -- UROCHLOA RAMOSA
25
7.5
TOTALS
100
30
WINTER MIX (AUGUST 15 -- MAY 15)
APPLICATION RATE (IN MIX)
SPECIES % OF MIX
LBS / ACRE
VIRGINIA WILDRYE - ELYMUS VIRGINICUS
15
4.6
BIG BLUESTEM -- ANDROPOGON GERARDII
8
2.3
SWITCHGRASS -- PANICUM VIRGATUM
11
3.3
AUTUMN BENTGRASS -AGROSTIS PERENNANS
11
3.3
BLACK-EYED SUSAN -- RUDBECKIA HIRTA
8
2.3
LANCELEAF COREOPSIS - COREOPSIS LANCEOLATA
8
2.3
SOFT RUSH - JUNCUS EFFUSUS
4
1.1
LITTLE BLUESTEM - SCHIZACHYRIUM SCOPARIUM
4
1.1
INDIAN GRASS -- SORGHASTRUM NUTANS
4
1.1
EASTERN GAMMA--TRIPSACUM DACTYLOIDES
4
1.1
RYE GRAIN -- SECALE CEREALE
25
7.5
TOTALS
100
30
FERTILIZER______________________________________ 750LBS/ACRE
LIMESTONE-------------------------------------- 2000LBS/ACRE
FERTILIZER SHALL BE 10-10-10 ANALYSIS. UPON SOIL ANALYSIS
A DIFFERENT RATIO OF FERTILIZER MAY BE USED.
SEEDBED PREPARATION
THE SEEDBED SHALL BE COMPRISED OF LOOSE SOIL AND NOT COMPACTED. THIS MAY
REQUIRE MECHANICAL LOOSENING OF THE SOIL. SOIL AMENDMENTS SHOULD FOLLOW
THE FERTILIZER AND LIMING DESCRIPTION IN THE ABOVE SECTIONS. FOLLOWING SEEDING,
MULCHING SHALL FOLLOW THE BELOW APPLICATION METHODS AND AMOUNTS. AREAS
CONTAINING SEVERE SOIL COMPACTION WILL BE SCARIFIED TO A DEPTH OF 8 INCHES.
MULCHING
SEEDED AREAS ARE TO BE PROTECTED BY SPREADING STRAW MULCH UNIFORMLY TO
FORM A CONTINUOUS BLANKET (75% COVERAGE = 2 TONS/ACRE).
NOTE: FERTILIZER IS ONLY TO BE APPLIED ONCE. IF TEMPORARY SEED AND FERTILIZER IS
APPLIED PRIOR TO PERMANENT SEED, THEN FERTILIZER SHALL NOT BE APPLIED WITH THE
PERMANENT SEED.
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EROSION
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Temporary Stabilization Permanent Stabilization  Temporary grass seed covered with straw or other mulches and tackifiers  Hydroseeding  Rolled erosion control products with or without temporary grass seed   Appropriately applied straw or other mulch  Plastic sheeting  Permanent grass seed covered with straw or other mulches and tackifiers  Geotextile fabrics such as permanent soil reinforcement matting  Hydroseeding   Shrubs or other permanent plantings covered with mulch  Uniform and evenly distributed ground cover sufficient to restrain erosion  Structural methods such as concrete, asphalt or retaining walls  Rolled erosion control products with grass seed  
Occurrence Reporting Timeframes (After Discovery) and Other Requirements(a) Visible sediment deposition in a stream or wetland    Within 24 hours, an oral or electronic notification.  Within 7 calendar days, a report that contains a description of the sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case‐by‐case basis.  If the stream is named on the NC 303(d) list as impaired for sediment‐related causes, the permittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired‐waters conditions.   (b) Oil spills and release of hazardous substances per Item 1(b)‐(c) above  Within 24 hours, an oral or electronic notification.  The notification shall include information about the date, time, nature, volume and location of the spill or release. (c) Anticipated bypasses [40 CFR 122.41(m)(3)]  A report at least ten days before the date of the bypass, if possible.  The report shall include an evaluation of the anticipated quality and effect of the bypass. (d) Unanticipated bypasses [40 CFR 122.41(m)(3)]  Within 24 hours, an oral or electronic notification.    Within 7 calendar days, a report that includes an evaluation of the quality and effect of the bypass. (e) Noncompliance with the conditions of this permit that may endanger health or the environment[40 CFR 122.41(l)(7)]  Within 24 hours, an oral or electronic notification.  Within 7 calendar days, a report that contains a description of the noncompliance, and its causes; the period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time noncompliance is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance. [40 CFR 122.41(l)(6).    Division staff may waive the requirement for a written report on a case‐by‐case basis.  Item to Document  Documentation Requirements (a)  Each E&SC measure has been installed and does not significantly deviate from the locations, dimensions and relative elevations shown on the approved E&SC plan.  Initial and date each E&SC measure on a copy of the approved E&SC plan or complete, date and sign an inspection report that lists each E&SC measure shown on the approved E&SC plan.  This documentation is required upon the initial installation of the E&SC measures or if the E&SC measures are modified after initial installation.    (b)  A phase of grading has been completed. Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate completion of the construction phase.    (c)  Ground cover is located and installed in accordance with the approved E&SC plan. Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate compliance with approved ground cover specifications.    (d)   The maintenance and repair requirements for all E&SC measures have been performed. Complete, date and sign an inspection report. (e)   Corrective actions have been taken to E&SC measures. Initial and date a copy of the approved E&SC plan or complete, date and sign an inspection report to indicate the completion of the corrective action.      Inspect  Frequency (during normal business hours)  Inspection records must include: (1) Rain gauge maintained in good working order  Daily   Daily rainfall amounts.  If no daily rain gauge observations are made during weekend or holiday  periods,  and  no  individual‐day  rainfall  information  is available, record the cumulative rain measurement for those un‐attended days (and this will determine if a site inspection is needed).  Days on which no rainfall occurred shall be recorded as “zero.”  The permittee may use another rain‐monitoring device approved by the Division.  (2)  E&SC Measures At least once per 7 calendar days and within 24 hours of a rain event > 1.0 inch in 24 hours 1. Identification of the measures inspected,  2. Date and time of the inspection,  3. Name of the person performing the inspection,  4. Indication of whether the measures were operating properly, 5. Description of maintenance needs for the measure,  6. Description, evidence, and date of corrective actions taken.   (3) Stormwater discharge outfalls (SDOs) At least once per 7 calendar days and within 24 hours of a rain event > 1.0 inch in 24 hours  1. Identification of the discharge outfalls inspected,  2. Date and time of the inspection,  3. Name of the person performing the inspection,  4. Evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or discoloration,  5. Indication of visible sediment leaving the site,  6. Description, evidence, and date of corrective actions taken.  (4) Perimeter of site At least once per 7 calendar days and within 24 hours of a rain event > 1.0 inch in 24 hours If visible sedimentation is found outside site limits, then a record of the following shall be made: 1. Actions taken to clean up or stabilize the sediment that has left the site limits, 2. Description, evidence, and date of corrective actions taken, and 3. An explanation as to the actions taken to control future releases. (5) Streams or wetlands onsite or offsite (where accessible) At least once per 7 calendar days and within 24 hours of a rain event > 1.0 inch in 24 hours If the stream or wetland has increased visible sedimentation or a stream has visible increased turbidity from the construction activity, then a record of the following shall be made:   1. Description, evidence and date of corrective actions taken, and 2. Records of the required reports to the appropriate Division Regional Office per Part III, Section C, Item (2)(a) of this permit. (6) Ground stabilization measures After each phase of grading    1. The phase of grading (installation of perimeter E&SC measures, clearing and grubbing, installation of storm drainage facilities, completion of all land‐disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabilization measures have been provided within the required timeframe or an assurance that they will be provided as soon as possible. 
SEQUENCE OF CONSTRUCTION:
THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE SEQUENCE OF CONSTRUCTION IN
ACCORDANCE WITH THE PLANS AND THE FOLLOWING PROVISIONS, AS DIRECTED BY THE DESIGNER.
CONSTRUCTION SHALL PROCEED IN THE SPECIFIED MANNER UNLESS OTHERWISE DIRECTED OR
APPROVED BY THE DESIGNER. THE FOLLOWING PROVISIONS, ALONG WITH THE INSTRUCTIONS
CONTAINED IN THE PLANS, CONSTITUTE THE SEQUENCE OF CONSTRUCTION.
GENERAL SITE NOTES:
1. THE CONTRACTOR SHALL ONLY CONDUCT STREAM WORK, INCLUDING ALL IN -STREAM STRUCTURES,
GRADING, STABILIZATION MEASURES, AND SEEDING, MULCHING, AND MATTING WORK, ON A SECTION OF
STREAM THAT SHALL BE ENTIRELY COMPLETED WITHIN A SINGLE DAY. EACH SECTION OF COMPLETED
STREAM MUST BE STABILIZED AND MATTED BEFORE FLOW CAN BE RETURNED INTO THE CHANNEL.
2. WHEN WORKING IN STREAMS WITH NO ACTIVE FLOW THE CONTRACTOR IS REQUIRED TO HAVE
APPROPRIATELY SIZED PUMPS AND MATERIALS TO INSTALL AND MAINTAIN A TEMPORARY STREAM
DIVERSION IN ANTICIPATION OF PENDING STORM EVENTS. WORKING IN A DRY CHANNEL DOES NOT
PRECLUDE THE CONTRACTOR FROM HAVING TO COMPLY WITH NOTE 1 ABOVE.
3. UPON APPROVAL FROM THE DESIGNER, PHASES 2 THROUGH 5 MAY BE CONSTRUCTED IN A DIFFERENT
SEQUENCE THAN INDICATED BELOW OR CONCURRENTLY.
4. ALL CONSTRUCTION WORK SHALL BE DONE DURING PERIODS OF DRY WEATHER
5. ALL STREAM/DITCH CROSSINGS WILL BE LOCATED IN AREAS OF THE STREAM WHERE LEFT AND RIGHT
BANK HEIGHTS ARE SIMILAR OR CAN BE GRADED TO PROVIDE A LEVEL, OR NEAR LEVEL, CROSSING
SURFACE. BRIDGE MATS CAN BE MADE OF WOOD OR STEEL, BUT MUST BE CAPABLE OFSUPPORTING THE
GROUND PRESSURE OF THE EQUIPMENT THAT WILL BE UTILIZING THE CROSSING. UPON ENSURING A
LEVEL CROSSING SURFACE, THE BRIDGE MATS WILL BE LAID ACROSS THE CHANNEL IN A MANNER THAT
DOES NOT DISRUPT STREAM FLOW OR CAUSE EROSION IN THE CHANNEL. THIS IS TYPICALLY ACHIEVED
USING AN EXCAVATOR TO LIFT THE MATS ACROSS THE CHANNEL WITH CHAINS AND GUIDED AND SET BY
A GROUND CREW. THE MATS MUST BE CONTINUOUS ACROSS THE CHANNEL, WITH NO GAPS THAT COULD
ALLOW SEDIMENT TO ENTER THE STREAM. ACCUMULATED SEDIMENT ON THE MATS WILL BE REMOVED
ON A FREQUENT BASIS TO MINIMIZE DISCHARGE OF SEDIMENT TO THE STREAM DURING USE. AFTER
SETTING THE BRIDGE MATS, A CLASS 1 STONE APRON WILL BE APPLIED ON THE ENTRANCE AND EXIT OF
THE BRIDGE AS PER THE DETAIL IN THE PLANS. THIS APRON WILL BE MAINTAINED AND REPLACED AS
NEEDED TO MINIMIZE SEDIMENT MOBILIZATION TO THE STREAM. PRIOR TO REMOVING THE CROSSINGS,
THE MATS SHOULD BE CLEANED OF SEDIMENT. SIMILAR TO INSTALLATION, THE MATS SHOULD BE
REMOVED USING AN EXCAVATOR AND CHAINS SO THEY CAN BE LIFTED UP AND OUT OF THE AREA
WITHOUT DAMAGING THE STREAM OR ENTERING THE STREAM FLOW.
6. EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED BEFORE ANY LAND DISTURBING
ACTIVITIES OCCUR. A COPY OF THIS PERMIT AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE,
PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.
7. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED
AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF
GREATER THAN 0.5 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES
AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS.
8. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND PROVIDE
PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND COVER IS
NOT ADEQUATE.
9. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, AND S&E PLAN
ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED
THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE OF PROJECT.
10. CONTACT THE DEMLR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING THE
LAND DISTURBING ACTIVITY 336-776-9800.
PHASE 3: TRIBUTARY 1 - STA. 100+00 TO 103+97
COMPLETE CHANNEL WORK IN ACCORDANCE WITH THE FOLLOWING PROCEDURES:
A. INSTALL SEDIMENT AND EROSION CONTROL MEASURES ALONG EXISTING CHANNEL AS DEPICTED ON
THE PLANS.
BESTABLISH AN ISOLATED WORK AREA BY INSTALLING IMPERVIOUS DIKES AND TEMPORARY CHANNEL
DIVERSION AND DIVERT FLOWS AROUND THE DESIGNATED WORK AREA (LENGTH OF ISOLATED WORK
AREA IS LEFT TO THE DISCRETION OF THE CONTRACTOR).
C. COMPLETE CHANNEL GRADING AS DIRECTED IN THE PLANS. INSTALL ANY BANK STABILIZATION
TREATMENTS AND IN -STREAM STRUCTURES.
D. SEED AND MULCH COMPLETED WORK AREAS ALONG COMPLETED STREAM BANKS
PHASE 4: TRIBUTARY 3 - STA. 200+00 TO 203+11
COMPLETE CHANNEL WORK IN ACCORDANCE WITH THE FOLLOWING PROCEDURES:
A. INSTALL SEDIMENT AND EROSION CONTROL MEASURES ALONG EXISTING CHANNEL AS DEPICTED ON
THE PLANS.
B. ESTABLISH AN ISOLATED WORK AREA BY INSTALLING IMPERVIOUS DIKES AND TEMPORARY CHANNEL
DIVERSION AND DIVERT FLOWS AROUND THE DESIGNATED WORK AREA (LENGTH OF ISOLATED WORK
AREA IS LEFT TO THE DISCRETION OF THE CONTRACTOR).
C. COMPLETE CHANNEL GRADING AS DIRECTED IN THE PLANS. INSTALL ANY BANK STABILIZATION
TREATMENTS AND IN -STREAM STRUCTURES.
D. SEED AND MULCH COMPLETED WORK AREAS ALONG COMPLETED STREAM BANKS
PHASE 5: TREE PLANTING
A. PLANTS SHOULD BE PLANTED DURING THE DORMANT SEASON (NOVEMBER 17 - MARCH 17).
B. PREPARE AND PLANT TREES IN ACCORDANCE WITH THE PLANTING PLAN AND AS DIRECTED BY THE
DESIGNER.
PHASE 6: COMPLETION OF PROJECT SITE
A. PHASE 6 CAN BE INITIATED AFTER THE STREAM GRADING WORK IS COMPLETED AND AFTER THE SITE
IS STABILIZED WITH REQUIRED VEGETATIVE COVER.
B. REMOVE ALL REMAINING WASTE MATERIALS, AND THE EROSION CONTROL MEASURES AND RESTORE
THE REMAINING STAGING AND STOCKPILING AREAS AND CONSTRUCTION ENTRANCES TO THEIR PRIOR
CONDITION. SEED AND MULCH ALL DISTURBED AREAS UTILIZING THE SEED/MULCH MIXES SPECIFIED IN
THE PLANS.
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EROSION
CONTROL
PLAN

UTILIZE A STABILIZED OUTLET FOR
THE DISCHARGE OF CLEAN WATER
(SEE DETAIL THIS SHEET).
NOTE: DISCHARGE MAY OCCUR IN
BEDROCK LOCATIONS OR DEEP
POOLS IF BED DISTURBANCE CAN
BE ELIMINATED.
a
IMPERVIOUS DIKE 1
I 1
1
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ISILT BAG WITH
ROCK PAD
(SEE DETAIL THIS SHEET)
1 ' DEWATERING
PUMP
I I
TEMPORARY I I I
FLEXIBLE HOSE I
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CHANNEL
CONTRACTOR SHALL UTILIZE
SANDBAGS WITH POLYPROPYLENE
OR OTHER IMPERVIOUS FABRIC.
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IMPERVIOUS DIKE
(SEE DETAIL THIS SHEET)
I
EARTH MATERIALS SHALL NOT BE
USED TO CONSTRUCT THE
1
\
IMPERVIOUS DIKES.
INLET FOR CLEAN
I \
WATER TO BE RAISED
OFF OF STREAM
5 \
BOTTOM. THIS MAY
REQUIRE PLACEMENT
\ `
OF GRAVEL UNDER
INTAKE.
PUMP -AROUND \
PUMP —
SEQUENCE OF DEWATERING OPERATIONS
* ANY DEVIATION FROM ABOVE DEWATERING PLAN
WILL REQUIRE DESIGNER APPROVAL.
1. INSTALL SILT BAGS(S) AND ROCK PAD(S) AND STABILIZED OUTLET.
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING
APPARATUS. DEWATER ENTRAPPED AREA.
5. PERFORM REPAIR WORK IN ACCORDANCE WITH THE PLANS.
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE
REMOVAL OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS
DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE
(DOWNSTREAM IMPERVIOUS DIKES FIRST).
7. REMOVE SILT BAG(S) AND STABILIZE DISTURBED AREA WITH
SEED AND MULCH.
EXAMPLE OF PUMP -AROUND OPERATION
SCALE: NTS
STILLING BASIN MAINTENANCE:
1. SEDIMENT BAGS SHALL BE REPLACED AND DISPOSED OF WHEN IT
IS THREE-QUARTERS FULL OF SEDIMENT OR WHEN IT IS IMPRACTICAL
FOR THE BAG TO FILTER THE SEDIMENT OUT AT A REASONABLE
FLOW RATE.
2. ACCUMULATED SEDIMENT SHOULD BE DISPOSED OF IN A DESIGNATED
DISPOSAL AREA.
3. SPENT BAGS SHOULD BE DISPOSED OF PROPERLY AND NOT BURIED.
4. GRAVEL PADS SHOULD BE CHECKED DAILY DURING USE TO ENSURE THAT
GRAVEL HAS NOT BEEN WASHED AWAY OR BEEN CHOKED BY EXCESSIVE
SEDIMENTATION.
5. REPLACE PAD WITH CLEAN GRAVEL, AS NEEDED.
EXISTING TERRAIN SILT BAG
15.0-20.Oft.-
`FILTER FABRIC
8.0IN.DEPTH STREAMBANK
CLASS A STONE
(DIA.=2" TO 6')
NOTE: PROVIDE STABILIZED OUTLET DOWN BANK TO STREAM
SPECIAL STILLING BASIN (SILT BAG) WITH ROCK PAD
SCALE:NTS
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STREAMBED
UNDER DIKE MATERIAL
SECTION AA
NOT TO SCALE
NOTES:
DIKE MATERIAL SHALL BE LARGE SANDBAGS.
WATERBAGS MAY BE USED UPON APPROVAL
OF THE DESIGNER.
DIKE MATERIAL MAY NOT BE EARTH OR DIRT
DIKE MATERIAL MUST CONFORM TO THE SHAPE
OF THE STREAM CHANNEL AND MUST BE HIGH
ENOUGH IN THE CHANNEL TO NOT ALLOW
FLOW TO OVERTOP THE DIKE.
IMPERVIOUS SHEETING SHOULD BE PLASTIC OR
RUBBER SHEETING THICK ENOUGH TO NOT BE
EASILY PUNCTURED GIVEN THE CONDITIONS OF
THE CHANNEL.
ROCKS, SANDBAGS, OR OTHER WEIGHTS (NOT
DIRT OR EARTH) MAY BE USED TO WEIGH DOWN
THE SHEETING TO ENSURE THAT THERE IS PROPER
CONTACT BETWEEN THE SHEETING AND THE BANKS
AND BED OF THE CHANNEL.
IMPERVIOUS DIKE DETAIL
SCALE: NTS
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NOTES
TEMPORARY SEEDING MUST BE APPLIED TO STOCKPILES IF NOT
RELOCATED WITHIN 7 DAYS.
ALL STOCKPILES SHALL BE WITHIN LIMITS OF DISTURBANCE.
SILT FENCE SHALL BE INSTALLED DOWN GRADIENT OF ALL STOCKPILES
STOCKPILE LOCATIONS DEPICTED ON SITE PLANS ARE APPROXIMATE
AND ARE SUBJECT TO CHANGE DEPENDING ON THE AREA THAT IS BEING
WORKED UPON. EXACT LOCATION AND QUANTITY OF STOCKPILES WILL
BE DETERMINED BY DESIGN REPRESENTATIVE IN THE FIELD,
TEMPORARY STOCKPILE DETAIL
SCALE: NTS
FILTER FABRIC
SILT FENCE MAINTENANCE
1. INSPECT SEDIMENT FENCES WEEKLY
AND AFTER EACH RAINFALL EVENT,
2. SHOULD FABRIC TEAR, DECOMPOSE, OR IN
ANY WAY BECOME INEFFECTIVE, REPLACE
IT IMMEDIATELY.
3. REMOVE SEDIMENT DEPOSITS PROMPTLY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING
FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED, INSPECTED AND
APPROVED. BRING THE DISTURBED AREA TO
GRADE AND STABILIZE AS SHOWN IN THE
VEGETATION PLAN.
LT FENCE DETAIL
SCALE:NTS
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WATTLES SHALL BE INSTALLED ACCORDING TO THE MANUFACTURERS
SPECIFICATIONS.
ALL WATTLE JUNCTIONS SHALL BE OVERLAPPED AND STAKED TO ENSURE
CONTINUOUS PROTECTION.
STAKES SHALL BE INSTALLED ALONG WATTLES AT 5 FEET SPACING.
STRAW WATTLE DETAIL
NOT TO SCALE
NOTES:
1. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS SHALL BE PROVIDED.
2. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC
TOP DRESSING WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED
UP IMMEDIATELY.
5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED AT ALL
POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE
MUST BE PROVIDED.
ABILIZED CONSTRUCTION ENTRANCE DETAIL
SCALE: NTS
AiSTREAM CROSSING MAINTENANCE:
1. INSPECT TEMPORARY CROSSING
AFTER EACH RAINFALL EVENT FOR
ACCUMULATION OF DEBRIS,
BLOCKAGE, EROSION OF ABUTMENTS LL
BRIDGE MAT
AND OVERFLOW AREAS, CHANNEL
(SOLID DECK)
SCOUR, RIPRAP DISPLACEMENT, OR
PIPING ALONG CULVERTS. SFJ
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2. REMOVE DEBRIS, REPAIR AND
REINFORCE DAMAGED AREAS sF�
IMMEDIATELY TO PREVENT FURTHER
DAMAGE TO THE INSTALLATION. STREAM
FLOW
1
EXISTING
II
CHANNEL
/DITCH FILTER FABRIC I
FOR DRAINAGE
CLASS "1" STONE
SECTION AA A
FOR APPROACH
NOT TO SCALE
STABILIZATION
PLAN
1. BRIDGE LOCATIONS DEPICTED ON SITE PLANS ARE APPROXIMATE AND
ARE SUBJECT TO CHANGE DEPENDING ON THE AREA THAT IS BEING
WORKED UPON. EXACT LOCATION AND QUANTITY OF STOCK PILES
WILL BE DETERMINED BY DESIGN REPRESENTATIVE IN THE FIELD.
2. WIDTH OF EACH MAT IS DEPENDENT ON THE SIZE OF THE EQUIPMENT
MEANT TO CROSS IT.
3. APPROACH STABILIZATION, COMPOSED OF CLASS 1 STONE, WILL BE
REQUIRED FOR EACH SECTION OF THE BRIDGE.
4. BRIDGE SHALL BE CONSTRUCTED OF A SOLID DECK.
TEMPORARY BRIDGE MAT CROSSING
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/
N/F
OWNER:
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PIN:879014282200000
DB J404 PG 23
PB 88 PG 128 /
----------------------
SHEET 19 N/F
OWNER:
WA YNE A HAGUE
& BARBARA C HAGUE
PIN: 879005331400000
DB 1828 PG 475
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SITE ACCESS 2
AT EXISTING GATE '� NIF
OWNER:
ROBERT D RUSSELL JR.
& KA THLEEN C RUSSELL
STABILIZED PIN: 879004049600000
CONSTRUCTION DB 5470 PG 1532 I
ENTRANCE PE 124 PG 22
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TEMPORARY
STAGING AREA
------------- ---- ---- — ------------------ --------------
STABILIZED
CONSTRUCTION I�
1 ENTRANCES (2) i
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/-----F--------------------------
---------------
N/F
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OWNER.
OWNER:
ERIC HUMES
l LARRY M COLLINS
PIN.878085744J00000
& PATRICIA G COLLINS
OR 5428 PG 937
/ PIN.' 878094080400000
PH 156 PG 33
DB 5368 PG 1303
PH Ill PG 180
- — NAF
' OWNER.*
JOHN D PLEMMONS
PIN: 879012474400000
DB 5055 PG 1217
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NC GRID ��
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-40' -20' 0' 40' 80'
GRAPHIC SCALE
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REPRESENTATIVE IN THE FIELD.
(SEE DETAIL ON SHEET 16)
EXAMPLE OF PUMP AROUND OPERATION '
EXACT LOCATION AND SETUP WILL BE 1 1
TCD DETERMINED BY HOW MUCH WORK THE o
CONTRACTOR PLANS TO COMPLETE AT STABILIZED o _ - - - o
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I
TEMPORARY �9X
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TEMPORARY BRIDGE MAT STREAM CROSSING.
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GRAPHIC SCALE
MATCHLINE - SEE SHEET 18
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