20110581 Ver 1_Restoration Plan_20120106

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON NORTH CAROLINA 28403 1343
REPLY TO
ATTENTION OF January 4 2012
Planning and Environmental Branch
Mr Ian McMillan
North Carolina Division of Water Quality
1650 Mail Service Center
Raleigh North Carolina 27699 1650
Dear Mr McMillan
X1-0581
(A-04�)
u2@LROWR
'IN 6 2012
DENR WATERQUALITY
IVS DaANDSTORMrAih9 Wli
The Town of Cary currently has permission to construct a stream restoration project on the
White Oak stream in accordance with the General Water Certification No 3689 (Division of
Water Quality Project No 11 058 1) In our coordination with the North Carolina Division of
Land Quality additional temporary construction access roads were required to obtain a sediment
and erosion control permit The changes to the plans are minor and we believe that they do not
change the applicability of the above referenced water quality certification For coordination
purposes the revised plans showing the minor changes to the previously submitted plans are
enclosed
Thank you for your attention to this matter Should you have any questions please contact
Ms Teresa Bullard Environmental Resources Section at [phone]
Enclosure
� rc��
C
Chief Environmental Resources Section

US Army Corps
of Engineers.
Wilmington District
CARY, NORTH CAROLINA
IFB No. W912PM -11 -B -0006
This project was designed by the Wilmington District of the U.S. Army Corps of Engineers
The initials or signatures and registration designations of individuals appear on these
project documents within the scope of their employment as required by ER 1110 -1 -8152.
..
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PLATE
NUMBER
X -1
SHEET 1 OF 64
SHEET PLATE TITLE
1 X -1 PROJECT LOCATION VICINITY MAP DRAWING INDEX
2 X -2 GENERAL LOCATION MAP
3 P -1 � TYPICAL SECTIONS SITES 6, 7, 11 & TEMPORARY ACCESS ROAD
4 P -2 TYPICAL SECTIONS SITE 4
5 P -3 TYPICAL SECTIONS SITES 4 & 5
6 P -4 TYPICAL DETAILS STREAM RESTORATION MEASURES
7 P -5 TYPICAL DETAILS CONSTRUCTED RIFFLES
8 P -6 � SITE 4 STREAM RELOCATION SITE PLAN STA. 0 +56.63 TO 2 +70
9 P -7 STREAM RELOCATION SITE PLANS SITE 4 STA.2 +70 TO 5 +40 SITE 5 STA.0 +02.50 TO 0 +89.27
10 P -8 SITE 4 STREAM RELOCATION SITE PLAN STA.5 +40 TO 8 +10
11 P -9 � SITE 4 STREAM RELOCATION SITE PLAN STA. 8 +10 TO 10 +76.51
12 P -10 � SITE 4 STREAM RELOCATION PROFILE STA. 0 +56.63 TO 8 +10
13 P -11 � SITES 4 & 5 STREAM RELOCATION SITE 4 STA. 8 +10 TO 10 +76.51 SITE 5 STA. 0 +02.5 TO 0 +89.27
14 P -12 SITE 6 DETENTION POND SITE & GRADING PLAN
15 P -13 SITE 7 DETENTION POND SITE & GRADING PLAN
16 P -14 '� SITE 11 STREAMBANK RESTORATION SITE PLAN & PROFILE
17 P -15 SITE 6 DETENTION POND CONCRETE OUTLET STRUCTURE, CONCRETE CATCH BASIN
18 P -16 SITE 7 DETENTION POND CONCRETE OUTLET STRUCTURE
19 P -17 '� CROSS SECTIONS SITE 4 STREAM RELOCATION STA 0 +56.63 TO STA 1 +60
20 P -18 '� CROSS SECTIONS SITE 4 STREAM RELOCATION STA
SHEET
PLATE
TITLE
EROSION & SEDIMENT CONTROL
38
EC -1
EROSION & SEDIMENT CONTROL GENERAL NOTES
39
EC -2
TEMPORARY EROSION CONTROL DETAILS
40
EC -3 '
TYPICAL DETAILS STREAM BLOCK & TEMPORARY STREAM CROSSING
41
EC -4
TYPICAL DETAILS COIR FIBER MATTING; BRUSH MATTRESS
42
EC -5
TYPICAL DETAILS BYPASS PUMPING OPERATIONS
43
EC -6
STREAM RESTORATION AREAS TYPICAL PLANTING SECTIONS
44
EC -7 '
SITE 4 EROSION & SEDIMENT CONTROL PLAN STA.0 +56.63 TO 2 +70
45
EC -8
EROSION & SEDIMENT CONTROL PLANS SITE 4 STA.2 +70 TO 5 +40 SITE 5 STA.0 +02.50 TO 0 +89.27
46
EC -9
SITE 4 EROSION & SEDIMENT CONTROL PLAN STA.5 +40 TO 8 +10
47
EC -10 '
SITE 4 EROSION & SEDIMENT CONTROL PLAN STA.8 +10 TO 10 +76.51
48
EC -11
SITE 11 STREAMBANK RESTORATION EROSION & SEDIMENT CONTROL PLAN
W ;Z
� �
PLANTING PLAN
49
PL -1 '
SITE 4 PLANTING PLAN STA. 0-56.63 TO 2 +70
50
PL -2
PLANTING PLAN SITE 4 STA.2 +70 TO 5 +40 SITE 5 STA.0 +02.50 TO 0 +89.27
51
PL -3
SITE 4 PLANTING PLAN STA.5 +40 TO 8 +10
52
PL -4 '
SITE 4 PLANTING PLAN STA.8 +10 TO 10 +76.51
53
PL -5
SITE 6 DETENTION POND BUFFER AREA PLANTING
54
PL -6
SITE 7 DETENTION POND BUFFER AREA PLANTING
55
PL -7
SITE 11 STREAMBANK RESTORATION PLANTING PLAN
�wU
RIGHT OF WAY
56
RW -1 '
SITE 4 RIGHT OF WAY STA.0 +56.63 TO 2 +70
57
RW -2
RIGHT OF WAY SITE 4 STA.2 +70 TO 5 +40 SITE 5 STA.0 +02.50 TO 0 +89.27
58
RW -3
SITE 4 RIGHT OF WAY STA. 5-40 TO 8 +10
59
RW -4 '
SITE 4 RIGHT OF WAY STA. 8-10 TO 10 +76.51
60
RW -5
SITE 6 DETENTION POND RIGHT -OF -WAY
61
RW -6
SITE 7 DETENTION POND RIGHT -OF -WAY
62
RW -7 '
SITE 11 STREAMBANK RESTORATION RIGHT -OF -WAY
�O
63
P -36
EXISTING WET POND SEDIMENT REMOVAL PLAN
64
R -1
EXISTING WET POND
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1 +70 TO 2 +80
21
P -19
'�
CROSS
SECTIONS SITE 4
STREAM RELOCATION STA 2 +90 TO 4 +00
22
P -20
'�
CROSS
SECTIONS SITE 4
STREAM RELOCATION STA 4 +10 TO 5 +20
23
P -21
'
CROSS
SECTIONS SITE 4
STREAM RELOCATION STA 5 +30 TO 6 +40
24
P -22
'
CROSS
SECTIONS SITE 4
STREAM RELOCATION STA 6 +50 TO 7 +60
25
P -23
'
CROSS
SECTIONS SITE 4
STREAM RELOCATION STA 7 +70 TO 8 +80
26
P -24
'
CROSS
SECTIONS SITE 4
STREAM RELOCATION STA 8 +90 TO 10 +00
27
P -25
'
CROSS
SECTIONS SITE 4
STREAM RELOCATION STA 10 +10 TO STA.10 +76.51
28
P -26
CROSS
SECTIONS SITE 5
STREAM RELOCATION STA 0 +02.5 TO 0 +89.27
29
P -27
CROSS
SECTIONS SITE 6
DETENTION POND STA.1 +60.69 TO 3 +00
30
P -28
CROSS
SECTIONS SITE 6
DETENTION POND STA.3 +20 TO 4 +60
31
P -29
CROSS
SECTIONS SITE 6
DETENTION POND STA.4 +80 TO 6 +36.31
32
P -30
CROSS
SECTIONS SITE 7
DETENTION POND STA.1 +52.45 TO 2 +80
33
P -31
CROSS
SECTIONS SITE 7
DETENTION POND STA.3 +00 TO 4 +00
34
P -32
CROSS
SECTIONS SITE 7
DETENTION POND STA.4 +16.67 TO 5 +40
35
P -33
CROSS
SECTIONS SITE 7
DETENTION POND STA.5 +60 TO 7 +51.15
36
P -34
'
CROSS
SECTIONS SITE 11
STREAMBANK RESTORATION STA. 0 +00 TO 0 +80
37
P -35
'
CROSS
SECTIONS SITE 11
STREAMBANK RESTORATION STA. 0 +90 TO 1 +18.02
SHEET
PLATE
TITLE
EROSION & SEDIMENT CONTROL
38
EC -1
EROSION & SEDIMENT CONTROL GENERAL NOTES
39
EC -2
TEMPORARY EROSION CONTROL DETAILS
40
EC -3 '
TYPICAL DETAILS STREAM BLOCK & TEMPORARY STREAM CROSSING
41
EC -4
TYPICAL DETAILS COIR FIBER MATTING; BRUSH MATTRESS
42
EC -5
TYPICAL DETAILS BYPASS PUMPING OPERATIONS
43
EC -6
STREAM RESTORATION AREAS TYPICAL PLANTING SECTIONS
44
EC -7 '
SITE 4 EROSION & SEDIMENT CONTROL PLAN STA.0 +56.63 TO 2 +70
45
EC -8
EROSION & SEDIMENT CONTROL PLANS SITE 4 STA.2 +70 TO 5 +40 SITE 5 STA.0 +02.50 TO 0 +89.27
46
EC -9
SITE 4 EROSION & SEDIMENT CONTROL PLAN STA.5 +40 TO 8 +10
47
EC -10 '
SITE 4 EROSION & SEDIMENT CONTROL PLAN STA.8 +10 TO 10 +76.51
48
EC -11
SITE 11 STREAMBANK RESTORATION EROSION & SEDIMENT CONTROL PLAN
W ;Z
� �
PLANTING PLAN
49
PL -1 '
SITE 4 PLANTING PLAN STA. 0-56.63 TO 2 +70
50
PL -2
PLANTING PLAN SITE 4 STA.2 +70 TO 5 +40 SITE 5 STA.0 +02.50 TO 0 +89.27
51
PL -3
SITE 4 PLANTING PLAN STA.5 +40 TO 8 +10
52
PL -4 '
SITE 4 PLANTING PLAN STA.8 +10 TO 10 +76.51
53
PL -5
SITE 6 DETENTION POND BUFFER AREA PLANTING
54
PL -6
SITE 7 DETENTION POND BUFFER AREA PLANTING
55
PL -7
SITE 11 STREAMBANK RESTORATION PLANTING PLAN
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RIGHT OF WAY
56
RW -1 '
SITE 4 RIGHT OF WAY STA.0 +56.63 TO 2 +70
57
RW -2
RIGHT OF WAY SITE 4 STA.2 +70 TO 5 +40 SITE 5 STA.0 +02.50 TO 0 +89.27
58
RW -3
SITE 4 RIGHT OF WAY STA. 5-40 TO 8 +10
59
RW -4 '
SITE 4 RIGHT OF WAY STA. 8-10 TO 10 +76.51
60
RW -5
SITE 6 DETENTION POND RIGHT -OF -WAY
61
RW -6
SITE 7 DETENTION POND RIGHT -OF -WAY
62
RW -7 '
SITE 11 STREAMBANK RESTORATION RIGHT -OF -WAY
�O
63
P -36
EXISTING WET POND SEDIMENT REMOVAL PLAN
64
R -1
EXISTING WET POND
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2
REGRADING AND PLANTING OF
LIVES STAKES ALONG
OPPOSITE BANK.
SEE SITE PLAN. EXISTING
GROUND
B I C
CLEARING, PLANTING & SEEDING LIMITS
WIDTH VARIES SEE SITE PLAN
4' MIN.
WIDTH VARIES
SEE
SITE PLAN
/ 1
3
Al Ap ER EOGE
W
n
SLOPE
INTERCEPT
o TYPICAL SECTION
� STREAMBANK RESTORATION
N.T.S.
SITE 11 RT. SIDE
NOTES SITE 1 1 1
1. THE CONTRACTOR SHALL CONSTRUCT POINT BAR FROM WATER EDGE
ALONG INSIDE OF BEND WITHIN THE LIMITS SHOWN ON SITE PLAN.
SLOPE VARIES FROM 6H:1V TO 3H:1V
2. TYPICAL SECTION LOOKING UPSTREAM.
3. CONTRACTOR SHALL RESTORE AND REGRADE OPPOSITE STREAMBANK
AND PLANT WITH LIVE STAKES.
4. ALL EXISTING VEGETATION AND TREES NOT WITHIN THE FOOTPRINT
OF THE NEW WORK SHALL NOT BE REMOVED, DAMAGED OR DISTURBED UNLESS
DIRECTED OR APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.
5. AS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. ALL
TREES WITHIN THE SNAGGING AND DEBRIS REMOVAL AREA THAT ARE
LEANING. AND THAT ALSOAPPEAR TO BE BOTH UNSTABLE AND LIKELY
TO BECOME OBSTRUCTIONS TO STREAM FLOW SHALL BE CUT OFF AT GROUND
LEVEL. NO CLEARING AND GRUBBING OF THE EXISTING VEGETATION ALONG THE LEFT
SIDE (LOOKING UPSTREAM) WILL BE ALLOWED ALONG THE STREAMBANK
WHERE SNAGGING AND DEBRIS REMOVAL OPERATIONS OCCUR.
6. CONTRACTOR SHALL CONSTRUCT A TEMPORARY STREAM CROSSING SIMILAR TO AND
IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 6.70 OF THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SLOPE
INTERCEPT
SEEDING LIMITS
WIDTH
VARIES
' /4 " /FT
CLEARING LIMITS (LIMITS OF DISTURBANCE)
SOD LIMITS
TOP OF DIKE
EL. 374.875 SITE 6
4' SHOULDE
DIKE
E
SEEDINQ LIMITS
10' 4' SHOULDER
TOP OF DIKE
6.25% EL. 374.875 SITE 6
EL. 391.825 SITE 7 EXISTING ��
Y. TYP. EL. 391.825 SITE 7
3 GROUND
- -- - - -_ 3 3
6" AGGREGATE
1/4" FT — BASE COURSE
__
WinTU V AMIrC
SEE SITE PLAN
DETENTION POND - TYPICAL SECTION
N.T.S.
SITES 6 & 7
(EXISTING
GRAVEL ROAD
SLOPE
INTERCEPT
F I G I H
NOTES TEMPORARY ACCESS ROAD: TEMPORARY ACCESS
1. THE CONTRACTOR SHALL CONSTRUCT 3 SITE PLAN
TEMORARY ACCESS ROAD PRIOR TO P -�
THE START OF ANY CONSTRUCTION
WORK AT SITES 4, THROUGH 7.
2. THE TEMPORARY ACCESS ROAD SHALL
BE REMOVED AND AREA RESEEDED AFTER
COMPLETION OF CONSTRUCTION WORK FOR
SITES 4 THROUGH 7.
EXISTING
GROUND
3H:1V
(TYP)
SLOPE
INTERCEPT
N.T.S.
SITE 6
N
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LIMITS
(LIMITS
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TYPICAL SECTION
N.T.S.
SITE 6
US Army Corps
of Engineers
Wilmington District
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PLATE
NUMBER
P -1
SHEET 3 OF 64

0
W
SLOPE
INTERC
2'
CLEARING, PLANTING, & SEEDING LIMITS (LIMITS OF DISTURBANCE)
WIDTH VARIES
BANKFULL WIDTH
SLOPE
VARIES
C
2'
)PE
ERCEPT
1
3 CLEARING, PLANTING, & SEEDING LIMITS
(LIMITS OF DISTURBANCE)
I_ WIDTH VARIES
2
2' I
BANKFULL WIDTH
on
SLOPE
INTERCEPT
J l I r r')
2
MAXIMUM 5-
DEPTH
o STREAM RELOCATION
TYPICAL RIFFLE SECTION
N.T.S. SITE
4
EXISTING
MAXIMUM
DEPTH
�- - --
GROUND
TO
QL� STREAM RELOCATION
STA.
4-15.00
TYPICAL RIFFLE SECTION WITH
BENCH
STA.
4-70.22
N.T.S. SITE 4
5 +09.25
STA.
STA. 2-30.00 TO 2 +41.76
TO
5
STA. 2-72.33 TO 3 +00.03
6-10.20
TO
STA. 3-35.70 TO 3 +76.03
STA.
6-78.27
STA. 402.65 TO 4 +15.00
7 +19.37
STA.
STA. 8-20.60 TO 8 +44.36
TO
7 +91.32
CLEARING, PLANTING, & SEEDING LIMITS
9-97.59
TO
(LIMITS OF DISTURBANCE)
STA.
10 +30.58
TO
WIDTH VARIES
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2'
EXISTING
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2'
4
MAXIMUM / 3 (TYP)
SLOPE \DEPTH
SLOPE
//
INTERCEPT \
5 '
INTERCEPT
STREAM RELOCATION
�
2 TYPICAL RIFFLE SECTION WITH
BENCH
- N.T.S. SITE 4
STA. 0-56.63 TO 1 +17.00
STA. 1-44.17 TO 1 +79.94
STA. 4-02.65 TO 4 +15.00
STA. 7-48.65 TO 7 +65.00
1
3 CLEARING, PLANTING, & SEEDING LIMITS
(LIMITS OF DISTURBANCE)
I_ WIDTH VARIES
2
2' I
BANKFULL WIDTH
on
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4
BANKFULL
WIDTH
MAXIMUM
DEPTH
STA.
2-05.99
TO
2 +25.00
STA.
4-15.00
TO
4 +30.88
STA.
4-70.22
TO
5 +09.25
STA.
5-43.23
TO
5 +82.10
STA.
6-10.20
TO
6 +50.17
STA.
6-78.27
TO
7 +19.37
STA.
7-65.00
TO
7 +91.32
STA.
9-97.59
TO
10 +14.70
STA.
10 +30.58
TO
10 +76.11
NOTE:
1
IN AREAS ALONG THE RELOCATED
STREAM ABOVE THE TOP OF BANKFULL
ELEVATION AND WHERE THE FILL DEPTHS
ARE LESS THAN 1', THE EXISTING TREES
SHALL NOT BE REMOVED WITHOUT THE
APPROVAL AND DIRECTION OF THE
CONTRACTING OFFICER.
EXISTING
GROUND
SLOPE
INTERCEPT
D I E
1
CLEARING, PLANTING, & SEEDING LIMITS
(LIMITS OF DISTURBANCE)
WIDTH VARIES
BANKFULL WIDTH
OUTSIDE I POINT BAR
WIDTH WIDTH
2 I
1� - - - -- 4 - - - - - --
SLOPE 3
INTERCEPT
2H:1V 1.5H:1V
MAXIMUM DEPTH 4'
F
© NOTE: CLEARING LIMITS
THE EXISTING STREAMBED SHALL BE
CLEARED OF ALL EXISTING DEBRIS,
BRUSH, TREES, LIMBS, ROOTS. ALL
BRUSH, TREES, LIMBS, OR ROOTS
SHALL BE CUT OFF FLUSH WITH THE
EXISTING STREAMBANK OR STREAMBED.
ANY EMBEDDED TREES AND STUMPS WILL
2' BE TRIMMED AT GROUND LEVEL.
EXISTING
GROUND
N- SLOPE
POINT BAR INTERCEPT
DEPTH
o STREAM RELOCATION
� TYPICAL POOL SECTION WITH BENCH
N.T.S. SITE 4
STA. 1-79.94 TO 2 +05.99
STA. 4-30.88 TO 4 +70.22
STA. 5-82.10 TO 6 +10.20
CLEARING, PLANTING, & SEEDING LIMITS (LIMITS OF DISTURBANCE)
WIDTH VARIES
1
BANKFULL WIDTH
POINT BAR 1 OUTSIDE EXISTING
2' WIDTH WI TH 2' GROUND
I
SLOPE
0.07. 1 VARIES - - - -
- - - - /
SLOPE POINT BAR / SLOPE
INTERCEPT DEPTH 1-1 2H' j/ INTERCEPT
1:5�1:1V
4' /MAXIMUM DEPTH
------- - - - - -/
o STREAM RELOCATION
� TYPICAL POOL SECTION WITH BENCH
N.T.S. SITE 4
STA. 1-17.00 TO 1 +44.17
STA. 2-41.76 TO 2 +72.33
STA. 3-76.03 TO 4 +02.65
CLEARING, PLANTING, & SEEDING LIMITS (LIMITS OF DISTURBANCE)
WIDTH VARIES
2' SEE NOTE I _ BANKFULL WIDTH
2'
SLOPE MAXIMUM 3 (TYP) SLOPE
INTERCEPT DEPTH 5, INTERCEPT 1 N
� `EXISTING
o STREAM RELOCATION GROUND
� TYPICAL RIFFLE SECTION WITH BENCH
N.T.S. SITE 4
STA. 8 +68.31 TO 9 +05.42
STA. 9-22.60 TO 9 +68.49
I
CLEARING & SEEDING LIMITS (LIMITS OF DISTURBANCE)
WIDTH VARIES
BANKFULL WIDTH
POINT 1 OUT
2'
I
- - - - -- - - - - -- - - - - - - - - - - - -�
G
Iff
© CLEARING LIMITS
(SEE NOTE)
WIDTH VARIES
SEE SITE PLANS TOP OF
TOP OF BANK
BANK _
��- FILL -Y� FILL EXIST. STREAM
TO THE TOP OF BANK.
EXISTING
-/ GRADE AREA TO DRAIN
STREAM TOWARD NEW RELOCATED
STREAM.
STREAM FILL TYPICAL SECTION
N.T.S.
SITES 4, 5
D
(`-9-� TYPICAL POOL PLAN VIEW
N.T.S.
SITES 4, 5
POOL NOTE:
THE CONTRACTOR SHALL FIELD ADJUSTS
THE LOCATION AND DEPTH OF THE POOL
WITHIN THE MEANDER AS DIRECTED BY THE
CONTRACTING OFFICER OR REPRESENTATIVE.
SLOPE VARIES
SLOPE 3
INTERCEPT POINT BAR ��21-10V
DEPTH 1.5H:1V
4'
MAXIMUM DEP"N
� 1 i
STREAM RELOCATION
TYPICAL POOL SECTION
N.T.S. SITE 4
STA. 5-09.25 TO 5 +43.23
STA. 7 +91.32 TO 8 +20.60
RIFFLE SECTION
SITE
STA.
BANKFULL
WIDTH
MAXIMUM
DEPTH
FROM
TO
4
1 0 +69.19
10 +75.76
1 12.2
1 1.2
POOL SECTION
EXISTING
2' GROUND
SLOPE
INTERCEPT
SITE
STA.
BANKFULL
WIDTH
MAXIMUM
DEPTH
POINT BAR
WIDTH
OUTSIDE
WIDTH
PONIT BAR
DEPTH
FROM
TO
4
1 +17.00
10 +30.58
1 18.0
1 2.7
1 5.9
1 5.4
0.9
US Army Corps
of Engineers
Wilmington District
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PLATE
NUMBER
P -2
SHEET 4 OF 64

D
5
�7
ELEVATION /STA.
POINT
BANKFULL
ELEVATION
FOOTER
ROCK —
FLOW
W
0.3 W 0.3 W 0.3 W
PLAN VIEW
BANK FULL
ELEVATION
NCDOT
NO. 57
STONE
200-300
— NO GAPS
HEADER ROCK
GEOTEXTILE 0.9 CI6ANKFULL
ELEVATION
POINT - - -
KEY IN VANE
TO BANK
MINIMUM
OF 4'
AT BANKFULL
ROCK SILL
(MIN. 5' ON
BOTH BANKS)
BANKFULL
C
3 -57.
PROFILE VIEW
SELECT MATERIAL -
FILTER FABRIC
n
E F
NOTES ROCK VANE:
TYPICAL ROCK VANE
P -4 NOT TO SCALE
BANKFULL ELEVATION
HEADER STONE
�A E D
ELEVATION
FOOTER STONE
-HOOK STONES
G
1. THE ANGLE OF THE ROCK VANE SHALL BE APPROXIMATELY
20 DEGREES, UNLESS OTHERWISE DIRECTED BY THE
CONTRACTING OFFICER. THE MAXIMUM ANGLE SHALL
BE 30 DEGREES.
2. IF AN SLOPE GREATER THAN 5 PERCENT IS NEEDED
TO REACH BANKFULL ELEVATION, CONSTRUCT THE
STRUCTURE USING A 5 PERCENT SLOPE THEN PLACE
RIPRAP BETWEEN THE STRUCTURE ELEVATION AND
BANKFULL ELEVATION.
CD 3. THERE SHALL BE NO GAPS BETWEEN THE ROCKS OF
THE ROCK VANE. BOULDERS IN THE VANES SHALL BE
1 -'12 TON.
4. GEOTEXTILE SHALL BE PLACED AS BEDDING MATERIAL
FOR ROCK VANE AND RIPRAP. THE GEOTEXTILE SHALL
BE KEYED -IN APPROXIMATELY 1' ALONG THE UPSTREAM
SIDE OF THE ROCK VANE STRUCTURE
5. THE ROCK VANES SHALL BE FIELD ADJUSTED FOR BEST FIT.
CONTRACTOR SHALL. AT NO ADDITIONAL COST TO THE GOVERNMENT,
FIELD ADJUST ALL ROCK VANE LOCATIONS, LENGTHS AND TOP OF STONE
ELEVATIONS FOR BEST FIT TO EXISTING STREAM CONDITIONS AT THE SITE
TO ASSURE PRIMARY FUNCTION OF THE STRUCTURE IS ACHEIVED.
LIVE STAKE PLANTING SPECIES
COMMON NAME
BOTANICAL NAME
SILKY DOGWOOD
CORNUS AMOMUM
PUSSY WILLOW
SALIX CAPREA
RED OSIER DOGWOOD
CORNUS SERICEA STOLONIFERA
STREAMCO WILLOW
SALIX PURPUREA
BLACK WILLOW
SALIX NIGRA
ELDERBERRY
SAMBUEUS CANADENSIS
3 " -4"
LIVE —
STAKE
COIR
3 m PLAN VIEW SECTION A -A MATTING
2
BANKFULL WIDTH
HEADER STONE BANKFULL ELEVATION
�/2 BANKFULL
ELEVATION
NOTES J -HOOK VANE:
SILL STONES
FOOTER STONE
CROSS SECTION
1. ALL STONES ARE TO BE STRUCTURE STONE. BOULDERS SHALL
BE 1 -�/2 TONS.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING
BOULDERS TOGETHER, PLUGGING WITH STRUCTURE STONE
CLASS A AND SELECT NATERIAL AND LINING WITH FILTER
FABRIC.
3. DIMENSIONS AND SLOPES MAY BE AD JUSTED TO FIT BY
THE CONTRACTING OFFICER.
4. A DOUBLE FOOTER BOULDER SHALL BE UTILIZED IN SAND
1 BED MATERIAL.
5. VANE ARM SHALL TIE INTO THALWAG BETWEEN THE CHANNEL
INVERT AND BANKFULL ELEVATIONS. THE VANE ARMS SHALL
RISE AT 2 -57. FROM THE CHANNEL INVERT AT AN ANGLE OF
15 -30 DEG. FROM THE ADJACENT TANGENT LINE. THE VANE
ARM SHALL CONTINUE UP TO THE BANkFULL ELEVATION BUT
THE ARM'S SLOPE MAY BE INCREASED TO GRE ATER THAN 57.
AT THE DIRECTION OF THE CONTRACTING OFFICER.
STREAMBANK
HEADER STONE
_5Y
VANE SLOPE
6. THE CONTRACTOR SHALL BE REQUIRED TO FIT BOULDERS,
7. BOULDERS SHALL BE NATVE STONE OR SHOT ROCk, CUBICAL
OR RECTANGULAR IN NATURE.
8. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAN SIDE OF
THE VANE STRUCTURE TO PREVENT WASHOUT OF SEDIMENT
THROUGH BOULDER GAPS. FILTER FABRIC SHALL EXTEND FROM
THE BOTTOM OF THE FOOTER BOULDER TO THE FINISHED GRADE
ELEVATION AND SH ALL BE PLACED THE ENTIRE LENGTH OF
THE STRUCTURE.
(L� 9. THE J -HOOK VANES SHALL BE FIELD ADJUSTED FOR BEST FIT.
CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE GOVERNMENT,
FIELD ADJUST ALL J -HOOK VANE LOCATIONS, LENGTHS AND TOP OF STONE
ELEVATIONS FOR BEST FIT TO EXISTING STREAM CONDITIONS AT THE SITE
AND TO ASSURE PRIMARY FUNCTION OF THE STRUCTURE IS ACHEIVED.
CD
2 TYPICAL J - HOOK VANE
P -4 NOT TO SCALE
LOWER LIMIT OF LIVE
STAKES MEASURED 6 " -9"
VERTICALLY ABOVE TOE
OF SLOPE.
EXISTING /GRADED
/ SLOPE
2' -3'
LIVE STAKES - '/2" - 2" DIA.
4 TYPICAL LIVE STAKE
STREAMBED P -4 NOT TO SCALE
LIVE
STAKES
TOP OF BANK (TYP.)
OFFSET PLANTS
BETWEEN ROWS
O O O O O 6
o a o o a a a a
M
6 O O O 6 6 O O 6 6
3
TOE OF BANK
TYPICAL PLAN LIVE STAKING
NOT TO SCALE
NOTES LIVE STAKING'-
1. LIVE STAKES SHALL BE PLANTED ON SLOPES TO
RECEIVE COIR FIBER MATTING.
2. LIVE STAKES SHALL BE PLANTED IN STAGGERED
ROWS WITH THE SPACING TO BE SITE SPECIFIC
AND BASED ON TYPE OF VEGETATION EXISITNG.
3. LIVE STAKE APPLICATIONS SHALL BE AT LEAST
3 PLANT SPECIES WITH A 30%, 307., 407. MIX OF
THE SPECIES.
GENERAL NOTES STREAM RESTORATION MEASURES:
1. THE TYPE AND LOCATION OF THE STREAM RESTORATION MEASURE SHALL BE ADJUSTED
IN THE FIELD BY THE CONTRACTOR AND AT THE DIRECTION OF THE CONTRACTING
OFFICER.
2. ThE STRUCTURE STONE WORK CONSISTS OF FURNISHING, STOCKPILING, PLACING AND
MAINTAINING APPROVED STONE USED TO CONSTRUCT ROCK CROSS VANES, ROCK VANES,
J -HOOK VANES, AND FOR USE IN OTHER LOCATIONS AS DIRECTED.
3. THE QUANTITY OF STONE TO BE INSTALLED WILL BE AFFECTED BY THE ACTUAL CONDITIONS
THAT OCCUR DURING THE CONSTRUCTION OF THE PROJECT. THE QUANTITY OF STONE MAY BE
INCREASED, DECREASED OR ELIMINATED ENTIRELY AS DIRECTED. SUCH VARIATIONS IN QUNATITY
WILL NOT BE CONSIDERED AS ALTERATIONS IN THE DETAILS OF CONSTRUCTION OR A CHANGE IN
THE CHARACTER OF THE WORK.
4.BOULDERS SHALL MEET THE REQUIREMDNTS OF SECTION 32 22 13 OF THE SPECIFICATIONS.
BOULDERS OF MINIMUM DIMENSION 18" x 18" x 24" SHALL BE INDIVIDUALLY PICKED FOR USE
IN THE STRUCTURES. BOULDERS SHALL BE RELATIVELY FLAT ON EITHER SIDE IN THE SAME
DIMENSION, PREFERABLY THE LONG DIMENSION.
5. THE CONTRACTOR SHALL PLACE GEOTEXTILE AND STONE IN LOCATIONS AND THICKNESS, WIDTHS,
AND LENGTHS AS SHOWN ON THE PLANS OR AS DIRECTED. ALL STONE SHALL BE PLACED TO FORM A
SEDIMENT AND EROSION CONTROL DEVICE, AN IN- STREAM STRUCTURE, OR A CHANNEL LINING NEATLY
AND UNIFORMLY WITH AN EVEN SURFACE IN ACCORDANCE WITH THE CONTRACT AND SHALL MEET THE
APPROVAL OF THE CONTRACTING OFFICER.
US Army Corps
of Engineers
Wilmington District
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PLATE
NUMBER
P -4
SHEET 6 OF 64

F
PI = 3.20.47
DEL = 70° 00'00.00" RT
D = 196° 13'06.32"
R = 29.20'
T = 20.45'
L = 35.67'
N = 737221.5999
E = 2043710.1731
G
STREAM TYPE
G5c
H
DRAINAGE AREA, SgMi
0.090
0.090
BANKULL WIDTH (Wbkf) MEAN
RANGE
14,6
NEW SYMBOLS
LEGEND: ©
EX /STING TOPOGRAPHIC
SYMBOLS LEGEND:
1.7
1.2
Eqq��E IE VT
NE C0 S RUCTION l�!,MITS
1.2
SURVEY CONTROL BENCHMARK POINT (TBMI
10.8
fLI ITS uF D /STURBf+mCE)
2.6 -41.6
SURVEY CONTROL POINT
BANKFULL MEAN VELOCITY (Vbkf), fps
/.,
_ TEiPOR/AyRY ACCESWi
5.2
BANKFULL DISCHARGE (Qbkf), cfs
�E�ASEMENTC�
LEMITSOOFrDSTU RANGES
67.3
SPOT ELEVATION
2.7
2.7
2.2 -3.2
��
43.5
co
CLEANouT
W o
TOP OF CUT
O
SANITARY MANHOLE
m W
2.5 -8.7
SINUOSITY (STREAM LENGTH/ VALLEY LENGTH
1.1
gm
- NEW STREAM RELOCATION
1.8011%
DECIDUOUS TREE
STREAM RESTORATION TYPE (PRIORITY)
1
Q_
rY'YYYI
WOODS LINE
2b '
CONSTRUCTED POOL
-0-
UTILITY POLE
GUYW /RE
?
ce
CATCH BASIN
oQO
NEW CONSTRUCTED RIFFLE
FLARED END OF P/ PE OUTLET
2,
Q
Q
POST / BOLLARD
�W
2
ASPHALT PATTERN
NEW STREAM CHANNEL BLOCK
,.. °•
,•, >a
GRAVEL PATTERN
o• 'o
El
CONCRETE PATTERN
R/PRAP PATTERN
400, 1 . ; .
� FENCE
�CO! CENTER
LINNDE :
CREEK DITCH
CONSTRUCTED) /
PCC� UTILITY LINE L/NETYPE LEGE
5 \
�tI OHE OVERHEAD ELECTRIC / UTILITY LINES
SO4 -126 € G C Q�,� }
SO4-121 � `'4 -11 �
SO4 1 7z
O
2
1
AND CAP
0000or
0743375039
PARK VILLAGE HOMEOWNERS ASSOC INC
4om-ft 349.4' 0000, NOTES:
1. PROJECT NOR IIS C. GRID NAD'83/NSRS 2007 BASED ON CPS.
2. ELEVATIONS SHOWN HEREON ARE NA VD ' 88 BASED ON CPS.
EXISTING STREAM NOTES:
J. ALL KNOWN EXISTING UTILITIES AS OF THE DATE OF THE SURVEY HAVE
THE CONTRACTOR SHALL FILL IN THE EXISTING STREAM UTILIZING BEEN I ND I CA TED ON THE PLANS. ANY UNDERGROUND UTILITY LINES THAT
THE EXCAVATED MATERIAL FROM THE NEW STREAM RELCATION AND WERE NOT VISIBLE AT THE GROUND SURFACE HAVE NOT BEEN LOCATED AS
SHALL PLACE THE MATERIAL EVENLY OVER THE ENTIRE LENGTH OF PART OF THE SURVEY OF THE AREA. THE CONTRACTOR SHALL BE REQUIRED TO
THE EXISTING STREAM WITHIN THE LIMITS OF THE NEW STREAM RELOCATION. IDENTIFY, LOCATE . AND MARK ALL UTILITY LINES WITHIN THE PROJECT
ALL TIE -IN POINTS AND EXISTING STREAM CROSSING SHALL BE PLUGGED AREA PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR SHALL BE
FILLED, AND GRADED TO MATCH THE NEW STREAM RELOCATION. THE REQU I RED TO PROTECT ALL EXISTING UTILITY LINES WITHIN THE PROJECT
SITE 4 - MORPHOLOGY TABLE
EXISTING NEW
STREAM TYPE
G5c
C5
DRAINAGE AREA, SgMi
0.090
0.090
BANKULL WIDTH (Wbkf) MEAN
RANGE
14,6
12.2
5.0 - 44.2
zp
BANKFULL MEAN DEPTH (Dbkf) MEAN
RANGE
1.7
1.2
1.1 - 2.0
1.2
WIDTH /DEPTH RATIO (Wbkf /Dbkf) MEAN
RANGE
10.8
10.2
2.6 -41.6
O
BANKFULL MEAN VELOCITY (Vbkf), fps
3.9
5.2
BANKFULL DISCHARGE (Qbkf), cfs
67.3
67.3
BANKFULL MAX. DEPTH (Dmbkf) MEAN
RANGE
2.7
2.7
2.2 -3.2
FLOOD PRONE AREA WIDTH (Wfpa) MEAN
RANGE
43.5
61.7
7.4 -134.4
30.4 -106
ENTRENCHMENT RATIO (Wfpa /Wbkf) MEAN
RANGE
2.7
5.1
1.1 -9.6
2.5 -8.7
SINUOSITY (STREAM LENGTH/ VALLEY LENGTH
1.1
1.1
AVERAGE SLOPE
1.8011%
1.78%
STREAM RESTORATION TYPE (PRIORITY)
1
CONTRACTOR SHALL PLACE THE MATERIAL SUCH THAT NO PONDED OR LOW AREA AT ALL TIMES DURING THE EXCAVATION OF THE STREAM RELOCATION WORK. SCALE IN FEET
AREAS ARE CREATED AND SLOPED TO DRAIN TOWARDS THE NEW STREAM. THE 10 5 0 10 20FT
EXISTING STREAM AREA WHERE FILL MATERIAL HAS BEEN PLACED SHALL BE 4. SEE PLATE EC -7 FOR EROSION & SEDIMENT CONTROL PLAN AND LOCATION OF MMMIn
RESEEDED AND RE- VEGETATED AS DIRECTED BY THE CONTRACTING OFFICER. COI R FIBER MATTING. SEE PLATE RW -1 FOR RIGHT -OF -WAY PLANS. SEE PLATE SCALE: 1''= 10'
PL-1 FOR PLANTING PLAN.
US Army Corps
of Engineers
Wilmington District
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NUMBER
P -6
SHEET 8 OF 64

SITE 5 - MORPHOLOGY TABLE
EXISTING NEW
STREAM TYPE
G5
C5
DRAINAGE AREA, SgMi
0.016
0.016
BANKULL WIDTH (Wbkf) MEAN
RANGE
6.8
9.8
5.2 - 8.5
U)
BANKFULL MEAN DEPTH (Dbkf) MEAN
RANGE
1.2
0.8
1.1 - 1.3
WIDTH /DEPTH RATIO (Wbkf /Dbkf) MEAN
RANGE
5.8
12.3
4-7.6
BANKFULL MEAN VELOCITY (Vbkf), fps
3.5
3.7
BANKFULL DISCHARGE (Qbkf), cfs
22.3
22.3
BANKFULL MAX. DEPTH (Dmbkf) MEAN
RANGE
1.2
1.5
1.1 -1.3
FLOOD PRONE AREA WIDTH (Wfpa) MEAN
RANGE
9.4
19.6
9.0 -9.7
ENTRENCHMENT RATIO (Wfpa /Wbkf) MEAN
RANGE
1.4
2.1
1.1 -1.7
1.5 -3.9
SINUOSITY (STREAM LENGTH/ VALLEY LENGTH
1.1
1.1
AVERAGE SLOPE
2.4025%
1.087.
STREAM RESTORATION TYPE (PRIORITY)
0
2
STREAM Q
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NUMBER
P -7
SHEET 9 OF 64

M
1
US Army Corps
of Engineers
Wilmington District
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PLATE
NUMBER
P-8
SHEET 10OF 64

9
m
3
2
1
t-y-yly-111% WOODS LINE
4 ft E 2044324.7946 mW E 20442t3.�-3O E 2044260,q5,3&- E-'m 2044357.5456
UTILITY POLE ::::Z-�NSTRUCTED POOL
N ; - 5 ft",� +
I
I
IIIIIIIII

9
5
M
3
2
1
W I
AR
.1
I
E
F
H
PVI 7+91.32
366 . . . . . . . . ... . . . . . .. . . . . . . .. . . . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . . . PVI 7448.65 . . . . .. . . . . . ... . . . . . .. . . . . . . . .
PVI 6+78.26 PVI 7+19.37
EL. 361.70 EL. 362.53 EL. 362.66
365 .. . . . . . . . . .. . . . . . .. . . . . . . .. . . . . . .. . . . . . . .. . . . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . .. . . . . . . ..
PVI 6+50.16 LEFT TOP OF BANK
PVI 6+10.12 EL. 361.57
2
364 ................................ PV' 5 +8 .02 - .......... ................. ........................ ........................... ............. .............................. ..............
EL. 360.95 EXISTING RIGHT TOP OF BANK
BANKFULL 0.4502%
GROUND
1 .
363 . . . . . . . . ... . . . . . .. . . . . . . .. . . . . . .. . . . . . . .. . . . . . ... . . . . . . . . . . . ... . . . . . .. . . . . . ... . . . . . . . . . . ... . . . . . . . . . . ... . .......................... 0 . .. . .. . . . . . .. . . . . . ... . . .
PVI .5+43.23
362 . . . . . . . EL- 359-14 . . .. . . . . . . .. . . . . . .. . . . . . . . . ... • • • • • . • • • • • ... • • • • • . • • • • • ... • • • • • • • • • .. • • • 1.5782%. . . . . • • ... • • • • . . • .
�74
-,._..-0-.450
................. .......... .................
361 ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.0198% . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . ... . . . . . . . .
...................
SO)o
360 .. . . .... . . . . . . . . . • . . . .. . . . . . . .. . . . . . ... . . . . . .......................... ......................... ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
OtAs,
C,1
V. slelp-004"
359 .. . . . . . .
1:1-f . . . . . . . .. . . . . . .. . .. . . . . . . . ... . . . . I . . . . . . . . . . . . .. .. . u .... .... ........................................................................................... .. . . . . . . ..
I,- , Ln 0 C4
MM R +
..... ...................................... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . . . .
358 . . . . . ... . . . . . .. . . . . . ... .
BOULDER CONSTRUCTED W +
C4 + W 111-
RIFFLE STEP-DOWN CS CONSTRUCTED RIFFLE' I,- M CONSTRUCTED RIFFLE IL uj
357 . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . ... . . . . . .. . . . . . ... . . . . . . . . . . . . . . . . . 1..; . : . . . . . . . . . . . . . I �. I � . . . : . . . . . . J . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . . ..
PVI' PVI 6+10.12 +0 > j CL W
.4 . PVI 6+50.16 CL W
EL..359.75 EL. 359.87 EL. 360.37
. . . . . . . . . . . . . . . . . . . . .. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j . . . . . . ........................... . . . . . ... . . . . . . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . . ..
356 . . . . ... PVI 5443'23' . . . . . ... . CL 1.11
EL. 357.94
N, In, I- r-, M co, C) N, M 1q, N et'' t0 0, In 00'N W, 0 0,r- 0,11 W, P- co, M M In 11 v-,11 0), fa V.,(a 00' M 0,00 0), Nr 0'0 M, In In, r-, co
355 . . . . . %-.%N . . . . . 11 .-W . . . . . 0.0 . . . . W.-M . . . . . . . . . . W -M . . . . . r-.N ..... W.-V . . . . . 0An ..... I . . . . . M.0 . . . . . 0.44 . . . . . 0-.v . . . . . 0--co . . . . M-1m . . . . . 00.% . . . . . 0
C; t�: 6. 06 C; C; r:. ca V: .C; V:.6 V:. C; V:. 0i C4. C; C4. C; 4. C; 4.v: V;.C; (4.6 cq.T: Ir:.7: vi.7: 4. 01i. Cq C4. M r,
win 0 In 0 In 0 W 0 In 0 W 0 in 0 In 0 In wo W 0 t0 to 0 In 0 In CO 0 00 00 00 00 00 00 00 00 00 00 00 00 00
354
5+40 5+50 5.60 5.70 5+80 5+90 6+00 6+10 6.20 6.30 6+40 6+50 6.60 6.70 6.80 6+90 7+00 7.10 7.20 7.30 7+40 7+50 7.60 7.70 7.80 7+90 8+00 8+10
QL'�)PROFILE C/L SITE 4 STREAM RELOCATION PVI 4+65.22 PVI 4+70.22
-361 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EL. 357.26 . . . . . . . . . . EL: 357,46 . . . . . . . . . . . . . . . . . . PVI. 5+09-25 . . . . . . . . . . . .
PVI 3+76.05 PVI 4+35.88' EL. 358.99
LEFT TOP OF BANK EL. 355.72 PVI 4+3&.88 EL. 357.13
EL. 356.94
360 . . . . . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . .. . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . • . . . . ... . . . . . • . . . . . ... . . . . . • . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . • RIGHT TOP OF BANK PVI 3+58.71
EL. 355.17 EXISTING
.GROUND . . . . . ;4500%
359 . . . . . . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . .. . . . . . ... . . . . . . . . . PVI _4+02.65 . . . . . . . . ... . . . . . • . . . . . ... . . . . . . . . . . . ... . ... . . .. . . . . . ... . . . . . . . .
EL. 355.84
ro
.3
358 .. . . . . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. z BANKFULL
. . . . . . . . . . . . . . . . . . . . . . . .. . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . . . .
: . . . . . . . . . . . . ... . . . . . . . . . . . ..
PVI 3+35.70
PVI 3+00-03
EL. 354-50
f-7
357 -- - - - - - - - --- - - - - - -- - - - - - - - - EL. -354.34 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - -- - - - - - --- - - - - - -- - - - - - --- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - -
PVI 2+72.33
3'$$ 58%
EL. 353.54
356 -- - - - - - - - --- - - - - - -- - - - - - - - - - - - - --- - - - - - -- - - - - - - - - - .... . . . . - - - - - - - - - - - - - 0.450124 . . . . ... . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8496/0
3-1
355 -- - - - - - - --- - - - - - -- - - - - - - - - - - --- - - - - - - - - --- - - - - - - -- - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - • - - - - --- - - - - - - - - - - - --- - - - -- - - - - - --- - - - - - -- - - - - - 1) --- - - - - - -- - - - - - --- - - - - - - - -
C t 0
0 -OA592% 3-oVB1149.0
-- - - - - - -- -- - - - - - -- -- - - - - - -- - - - - - - - - -
t - - - - - - - - - - - - - - - - - - - - - - - - - -
354 -- - - - - - - - --- - - - - - - - - - - - - - - - - 2.8999% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -+- Ln - - - - - --
Ln
C4.
C4 C4. -- - - - - - - - -
------------------- - -------------- ------ ---- ------ ----- -- - ------- ------ ----- ---- -------------
353 ................... - C4 0-
-- - - - - - - - - -- - - -- - - - - - - C. - - - - - -
/ I
V Ln C� L6 q +.t,0
C) 1� Cq Ln W (a LO
LLI LO M Lo + Ln . .. . . . . . .. + Ln RI. Cq
. . . . . . . . . ... . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . + v M . . J
352 . . . . . • • . . . . . I- [Li Ln .. • • • • • . .. .. • • • . .. • • • • • ... • • • • . .. • • • • • ... • • • • . .. • • • • • ... • • • • . . • .
Ln
ON , >W CL, Uj
C4
ULDER ./CO W J 0. uj
351 . . . . . . . . . NSTRUCTED . . . . . . . . . ... . . . . . .. . . . . . ... . . . . .. . . . . . . . . . ... 11%; q . . . . . . . ... . . . • . . ... . . . . . . . . . . . IL Lu . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . . . .
1 00 5-0- + Ln Lh
RIFFLE STEP-DOWN M M
Ln +6
V1. +72.33 . . .. . . . . . . . . ui Cq . .. . . . . . ... . . . + Ln . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . . ..
350 . . 1- - A , .. M ;(I . . . . . . . . j . . . . . . . .. . . . ... . . . . .
EL. W52.34 Pvi 3'+'00'.0'3 . . . . . .. . . . . . .. M C� - CL Lu
EL. 353.14 + Ln BOULDER c:�3 CONSTRUCTED
.. . . . . . . m cq 0- 10 Lu RIFFLE ... . . . . . . . . . . . ... . . . . .
349 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTED ice- BOU LQER. CQNSTRUCTED ... . . . . . . . . . . ... . . . . . . . . . . ... . . . (:�-PBOULDERCONSTRUCTED . . . ... . . . . . .. . . . . . ... . . . . . . . .
-j RIFFLE STEP-DOWN RIFFLE STEP-DOWN RIFFLE STEP-DOWN
IL uj -
Coll% M'W In, 0 N,4 r1%, 1% 0 N' to 0, Ln C'N 0, V- co, co (0, Im 0,11% coif'} M'C* co, 0 00'W C'M M''V M, N N, M 0,0 0
348 -t 0 • • • • VAD . • • • • • • • • . CO N • • • • N•-h• . • • . M 1% • • • . r- M • • • • i!}:0• • • • • CO-0 • • • • . N• • • • • 0.0 • • • • . .. • • • . NOt • • • • In .W • • • • . 0.0 • • • • . N-- 11 • • • • V 11 • • • • . M-1 . • • • • to
. .. . . . . . . . . .
. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
- COP 0. N N. N V^ V.N W.-f- W.C4 N. M -T-.M 0.11 0.11 0.10 W.M 0.11 W.V P-. 0 P%. 0 P-. 0 00.90 Co. 0 Co. W CO. fl- 0.11- M. t- W.W 0.0 0 p-
- 40 0 o In to to to to to to Ln to Ln 0 ow low w W 0 0 to W W Ln Ln to Ln Ln In In to 0 w w w 0 In W in In Ln In In In Ln 0 Ln 00
M-M
347 L I
2.70 2.80 2.90 3.00 3.10 3.20 3.30 3.40 3.50 3.60 3.70 3.80 3.90 4.00 4.10 4.20 4.30 4.40 4.50 4.60 4.70 4.80 4.90 5.00 5.10 5.20 5.30 5.40
(�PROFILE C/L SITE 4 STREAM RELOCATION
PVI 1+79.94 PVI 2+05.99 PVI 2+41.76
355
PVI 0+69.19
EL. 350-.3
354 . . . . . . . . . . . . I . . . . . . . . . . . . . . I . . . . . . . . I I . I . . 6 . . . . .
353 • • • • • • • • • • • • . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.. . . . . . . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . . .. . . . . . . .. . . . . . . . . L-La 352w24 . . . . ... . . . . . ... . . . . . . . . . . . ... . . killam . . . ... . . . . . 355
PVI 1+1 7mOO PVI 1+44m17-
'ELm 351mO6 ELm 351m17 RIGHT'TOP OF BANK
................................................ ................... ..................................................... .. 354
Om4003%
LEFT TOP OF BANK'
7-\ .. . . . .
. . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Ir . . . . . . . . . . . . . . .
353
EXISTING
BANKFULL
GROUND, AL39"9%
366
365
364
363
362
361
360
359
358
357
356
355
354
361
360
359
358
357
356
355
354
353
352
351
350
349
348
347
352 .. . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . .. . . . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . . . . . ... . . . . . . . . . ... . . . . 352
- -0000'/a
3
+
Ll= . . . . . . .. . . . . . ... . . . . .. . . . . . . . ... . . . . . . . . . . .. . . . . .
N . . . .. . . . . . . .. . . . 351
351 .. . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . . . . . .. . . . . . . . . . . . . . . ... . . .
-4500'Yd
. ............................ ............
0 uj
0% 350
350 . . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . ... . . . . . .. . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . .
1 A50
................. ..............
................ . ......... .. .. ....... ........
............ .....
C4
349 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -1 . 0' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 349
'T: C4
v C4
+ Lf)
EXISTING WET POND .. . . . . . ... .
%�j
348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . .. . . . . . .. . . . . . . . . .. . . . . . ... . . .. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . 348
Ln
NORMAL POOL ELEV. 348.0 u
LLI .11L +
f. Ln +
347 . . . . . ... . . . . . . . .. . . .. . . .. . . . . .. . . . . . . . . Lj . . . . . . . . ... . . . . . . . . . . . . ... . . . . . . . . . ... . . . . . . . . . . . ... . . . Cq Ln
. . . . ... . . . . . .. . . ... . . . . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . . .. . . . . . . . . .
347
CDSC
C4
J
0 C
6C Ci (D q 0i CL Lu
0 0 IL LLI
STONE PROTECTION ( . . . . . ... . . . . . . . . . . . . . . . . . . . . . ... . . . .. . . . . . ... . . . . . .. . + . . . .. . . . . . . .. . . . . . . . . . . . . .. . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . .
346 . . . . . ... 3-Q. - t- , , �i� , 346
o + co) .
A BOULDER CONSTRUCTED BOULDER CONSTRUCTED
NCDOT CLASS I RIPRAP 0 BOULDER CONSTRUCTED tv) . . 5
W (18" THICK) RIFFLE STEP-DOWN > -1 CL RIFFLE 9TEP-DOW14 RIFFLE STEP-DOWN
345 . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . 1L. W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . ... . . . . . 345
IL uj
344 . . . . . M .. . . . . . 1% . . . . . . % .. . . . . . .. . . . . . 0--v . . . . (0 . . . . . N M. to . . . . 00 Iq . . . . . a. 14 . . . . V-.0 . . . . . A% . . . . . 14 .-1 . . . . . . . . . .. 344
(6. (6. 6. 14.14 d. 14 6. ca CS. as cs. 6i d. 0i d. 0i d. ca C5. 0; 1;.d 6.6 PZ. d Cq.T: 4.6 4.6 vi. 11: 0i. 11: 4. 1: TZ. 4 0;. 1r: ca. d 06A
3
343 43
0-00 0-10 0-20 0-30 0-40 0-50 0-60 0-70 0-80 0-90 1-00 1-10 1-20 1-30 1-40 1-50 1-60 1-70 1-80 1-90 2-00 2-10 2-20 2-30 2-40 2-50 2-60 2-70
PROFILE C/L SITE 4 STREAM RELOCATION SCALE IN FEET
2 1 0 2 4FT
10 5 0 10 20FT
I I
SCALE: V=2'VERT.
';C'Al F: v=in' HnR7
US Army Corps
of Engineers
Wilmington District
11
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PLATE
NUMBER
P - 10
SHEET 12 OF 64

E F G H
PIPE SCHEDULE
PIPE
REINFORCED CONCRETE PIPE (RCP)
OUTLET PROTECTION
LOCATION
C/L STA.
LENGTH
(ft.)
DIA.
(in.)
INVERT
END TREATMENT
SKEW
ANGLE
LEN O H
Lo, (ft.)
THICKNESS
T, (in.)
STONE
TYPE
IN
OUT
INLET
OUTLET
4 +29.50
60.40
18"
368.00
362.19
CR
Y
840 00'00"
NA
NA
NA
SEE PLANS
50
24"
357.74
354.90
YI
FES
NA
16
18
CLASS 1 RR
US Army Corps
of Engineers
Wilmington District
0
W
111
O
W
it

0
5
W
C
PIPE SCHEDULE
PIPE
LOCATION
C/L STA.
LENGTH
(ft.)
REINFORCED CONCRETE PIPE (RCP)
OUTLET PROTECTION
DIA.
(in.)
INVERT
END TREATMENT
SKEW
ANGLE
APRON
LENGTH
Lo, (ft.)
THICKNESS
T, (in.)
STONE
TYPE
IN
OUT
INLET
OUTLET
2 +02.69
102
18"
384.47
383.04
FES
ENDWL
390 28'25"
10
12
CLASS A
3 +03.97
80
18"
1 381.88
379.01
CR
FES
79-05-12"
30
24
CLASS I RR
I
MOA TAIAf`C CT011r'TII0CC AC
E
ri Anrn rAiM c"r/�ri^ki
CR =CONCRETE RISER
NOTES: ENDWL = NCDOT STD. 838.05 "L" ENDWALL W/ FLAP GATE
FES = FLARED END SECTIONS
1. ALL PIPE OUTLET PROTECTION SHALL BE NCDOT RIPRAP
2. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III UNLESS
OTHERWISE NOTED.
3. ALL PIPES SHALL BE FIELD ADJUSTED FOR BEST FIT. CONTRACTOR SHALL,
AT NO ADDITIONAL COST TO THE GOVERNMENT, FIELD ADJUST ALL PIPE
LOCH 7 ONS, LENGTHS AND INVERT ELEVATIONS (INLET AND OUTLET) FOR
BEST �IT T,,O EXISTING FIELD CONDITIONS TO ASSURE POSITIVE DRAINAGE.
3
TEMPORARY ACCESS EASEMENT © STA. 1 +52.45
ALONG EXISTING GRAVEL ROAD BEGIN SITE 7 C
REMOVE EXIST. -
RIPRAP DITCHES
SEE NOTE 4
O PIPE LENGTH SPECIFIED
TYPIC..AI PIPE MFASIIRFMFNTS
ry v I I v J V /1L C C
TOP ' 396.7'
IW 27• RCP•391..3
F
N
PIPE LENGTH SPECIFIED
CB
TOP-400.4' o
INV /8• RCP-395.0'
W2
NO
mW
N'
Q M2
Z2
C
G I H
PI2 +08.66 PI 3.56.72 PI4 +63.53
DEL = 430 05'15.85" LIDEL = 2° 58'41.85" RT DEL = 5° 23'32.50" LT
D = 50° 00'00.00" D = 50 00'00.00" D = 80 00'00.00"
R = 114.59' R = 1145.92' R = 716.20' US Army T = 45.24' T = 29.79' T = 33.73' of Engineers rp�
L = 86.18' L = 59.57' L = 67.40' Wilmington District
N 737552.1043 N 737541.5054 N 737528.5474 N.
E 2044367.9798 E 2044519.9741 E 2044626.0108
LIJ
PI 5-60.77 PI 6-35.92
DEL = 80 05'28.94" RT DEL = 2029'55.43" LT
D = 100 00'00.00" D = 50 00'00.00" Q
R = 572.96' R = 1145.92' a
T = 40.52' T = 24.99'
L = 80.91' L = 49.97'
N 737525.8734 N 737513.2329
E 2044723.2686 E 2044797.4826 O
vG
�N
0
O
'A
�G Lu
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© TEMPORARY CONSTRUCTION
ENTRANCE TO BE INSTALLED
.17 ALONG EXISTING GRAVEL ROAD
ON THE FLATTER GRADE NEAR
DAVIS DRIVE. --,-
3
NEW SYMBOLS LEGEND:
NEW DITCH
INTERMEDIATE CONTOUR
360 INDEX CONTOUR
- 11 - =-=[3 PIPE W /OUTLET STRUCTURE
- - PIPE W/ FLARED END SECTION
•- ••- .. ---- NEW DIKE
L
°+° 00
z „j
© TEMPORARY CONSTRUCTION
ENTRANCE TO BE INSTALLED
.17 ALONG EXISTING GRAVEL ROAD
ON THE FLATTER GRADE NEAR
DAVIS DRIVE. --,-
3
NEW SYMBOLS LEGEND:
NEW DITCH
INTERMEDIATE CONTOUR
360 INDEX CONTOUR
- 11 - =-=[3 PIPE W /OUTLET STRUCTURE
- - PIPE W/ FLARED END SECTION
•- ••- .. ---- NEW DIKE
J
0
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THE STREAM RELOCATION OCA T ION WORK .
co
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IIIIIIIII
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ASPHALT PATTERN
0
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N M
M M
CONSTRUCTION OF THE DE TEN T I ON POND WILL BE PERFORMED BY
o
2
400
. . . .
.
0' V
. .
400
OTHERS l TOWN OF APEX) •
�=
NEW CONSTRUCTION
Q
CL YJ
d W
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.�
RA R
GRAVEL PATTERN
. ..........................
(LIMITS OF DISTURBANCE!
NCE)
Z 0
395
o
0.0000 /0
395
° . °
O O
2.6867%
5 .
THE CON TRA C TOR SHALL REMOVE THE EXISTING RIPRAP DITCH
ROW EASEMENT LEGEND:
Q �
390
. . . .
. .
. . . . . . . .
. .
. . . . . . . .
. . . . .
390
WITHIN THE L I MI TS OF THE DE TEN T I ON POND GRADING.
CONCRETE PATTERN
O UJ
385
PVI 0 +94.01
PVC 2 +30-
40' -VC
- - -�V�2+ .0-
-
385
6.
THE CON TRA C TOR SHALL CONSTRUCT A TEMPORARY CONSTRUCTION ENTRANCE
RIPRAP PATTERN
� � �
ROW EASEMENT
� j z �
Lu O LLJ
380
EL: 387.19
EL: 391.64.
EL. 392.'18
l
380
ALONG EXISTING GRA VEL ROAD ON THE FLAT TER GRADE NEAR DA V I S DRIVE
TEMPORARY ACCESS EASEMENT
< U)
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a ti
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. . . . . .
. 375
7.
SEE PL A TE PL -6 FOR EROSION CONTROL CONSTRUCTION SEQUENCE NO TES
CENTERLINE CREEK / DITCH
TEMPORARY BUFFER AREA EASEMENT
LaLJ
U
00
370
00 w
a w
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ap O
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1.00
1-50
2.00
2-50
3.00
3.50
N + N
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M M
O
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OVERHEAD ELECTRIC / UTILITY LINES
........................... NEW CONSTRUCT /ON LIMITS
(LIMITS OF DISTURBANCE)
CL z F--
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PROFILE C/L
GRAVEL ROAD SITE
7
O
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M
cn N
Ucr
ti M
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-0
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THE STREAM RELOCATION OCA T ION WORK .
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TEMPORARY SILT FENCE
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THE POWER POLE AND UTILITY REL OCA T ION WORK NECESSARY FOR THE
Lu 0
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ASPHALT PATTERN
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SCALE IN FEET
30 15 0 30 60FT
SCALE: 1 ''= 30'
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PLATE
NUMBER
P -13
SHEET 15 OF 64
°+° 00
+ 00
THE STREAM RELOCATION OCA T ION WORK .
jp(
TEMPORARY SILT FENCE
00 O
00
p
Posr /BOLLARD
405
M
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00
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OD
LO CM
CD
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405
4 .
THE POWER POLE AND UTILITY REL OCA T ION WORK NECESSARY FOR THE
1717- 77-1
ASPHALT PATTERN
RIPRAP OUTLET PROTECTION
N M
M M
CONSTRUCTION OF THE DE TEN T I ON POND WILL BE PERFORMED BY
o
2
400
. . . .
.
0' V
. .
400
OTHERS l TOWN OF APEX) •
�=
NEW CONSTRUCTION
Q
CL YJ
d W
•• °'
.�
RA R
GRAVEL PATTERN
. ..........................
(LIMITS OF DISTURBANCE!
NCE)
Z 0
395
o
0.0000 /0
395
° . °
O O
2.6867%
5 .
THE CON TRA C TOR SHALL REMOVE THE EXISTING RIPRAP DITCH
ROW EASEMENT LEGEND:
Q �
390
. . . .
. .
. . . . . . . .
. .
. . . . . . . .
. . . . .
390
WITHIN THE L I MI TS OF THE DE TEN T I ON POND GRADING.
CONCRETE PATTERN
O UJ
385
PVI 0 +94.01
PVC 2 +30-
40' -VC
- - -�V�2+ .0-
-
385
6.
THE CON TRA C TOR SHALL CONSTRUCT A TEMPORARY CONSTRUCTION ENTRANCE
RIPRAP PATTERN
� � �
ROW EASEMENT
� j z �
Lu O LLJ
380
EL: 387.19
EL: 391.64.
EL. 392.'18
l
380
ALONG EXISTING GRA VEL ROAD ON THE FLAT TER GRADE NEAR DA V I S DRIVE
TEMPORARY ACCESS EASEMENT
< U)
a
a ti
r. as
t� rf
M to
oo rt
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a oa
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X
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FENCE
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. . . . . . .
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. . . . . -vj - . c4 . .
. . . . . .
. 375
7.
SEE PL A TE PL -6 FOR EROSION CONTROL CONSTRUCTION SEQUENCE NO TES
CENTERLINE CREEK / DITCH
TEMPORARY BUFFER AREA EASEMENT
LaLJ
U
00
370
00 w
a w
a a
w 0!
w a
3 7 0
.
ap O
Ln r Ln {�
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UT /CITY LINE L/NETYPE
LEGEND
}
PROPERTY LINE
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00
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0-50
1.00
1-50
2.00
2-50
3.00
3.50
N + N
O t- 0
M M
O
OHE
OVERHEAD ELECTRIC / UTILITY LINES
........................... NEW CONSTRUCT /ON LIMITS
(LIMITS OF DISTURBANCE)
CL z F--
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PROFILE C/L
GRAVEL ROAD SITE
7
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390
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SCALE IN FEET
30 15 0 30 60FT
SCALE: 1 ''= 30'
z
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1- 06
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PLATE
NUMBER
P -13
SHEET 15 OF 64

A B C D E F G H
SITE 11 - MORPHOLOGY
TABLE
EXISTING
STREAM TYPE
0 4r .
o ai
ro
G5c
DRAINAGE AREA, SgMi
"� �'
as
ro
1.605
BANKULL WIDTH (Wbkf)
MEAN
RANGE
32.7
28.1 - 42.7
BANKFULL MEAN DEPTH (Dbkf)
MEAN
RANGE
3.0
2.6 - 3.4
WIDTH /DEPTH RATIO (Wbkf /Dbkf)
MEAN
RANGE
11.1
8.4-16.2
BANKFULL MEAN VELOCITY (Vbkf), fps
306.20
4.3
BANKFULL DISCHARGE (Qbkf), cfs
306.24
413.3
BANKFULL MAX. DEPTH (Dmbkf)
MEAN
RANGE
4.8
4.0 -5.4
FLOOD PRONE AREA WIDTH (Wfpa)
MEAN
RANGE
285.3
249.0 -3 .7
ENTRENCHMENT RATIO (Wfpo /Wbkf)
MEAN
RANGE
9 FEf>
5 .9- 11
SINUOSITY (STREAM LENGTH/ VALLEY
LENGTH
1
AVERAGE SLOPE
.7157%
US Army Corps
of Engineers
Wilmington District
0
W
a_
Q
W
0
J
w
SHEET 160E 64
� PROFILE SITE 11 STREAMANK RESTORATION RT. UPSTREAM BANK WOODS SCALE: 1"= 10'
305
9 '
M• M
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ro
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Tr
305
STREAM CENTERLINE PROFILE
LX I S I I N& LLL / bANK SHALL LPL HL &HAULU A / MAXIMUM SL UF'L OF
2H: l V AND PLANTED WITH LIVE STAKES WITHIN THE LIMITS TS SHOWN
SCALE IN FEET
10 5 0 10 20F T
rLj-\ I E:
NUMBER
P -14
STATION
ELEVATION
0 *00
306.20
300 300
-0.10 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00 1.10 1.20 1.30
* 79.35
306.24
SHEET 160E 64
� PROFILE SITE 11 STREAMANK RESTORATION RT. UPSTREAM BANK WOODS SCALE: 1"= 10'

D
Ile
5
No. 4 -
BARS
3, g„
4 LENGTH
3
2
1
M7
6" 4'- 0" 6"
I
OPENING
4'- 0"
STEPS
NCDOT STD.
DWG 840.66
@ 16" 0. C.
Ll 18" DIA.
PIPE /
EB C
5' -0"
1 „ 4 - *3 BARS
�
EQUALLY SPACED
STANDARD MANHOLI
FRAME AND COVER
NO. 4 BAR (TYP)
L -SHAPE
@ 12" 0. C.
TIE -IN BETWEEN
WALL & BASE
STANDARD MANHOL'
FRAME AND COVER
4" CONCRETE COVE
ELEV. 374.38
ELEV. 37
• NO. 4
BARS
3, 9„
LENGTH
nr
NO. 4 BAR
@ 12" 0. C.
V
.....,., „ — — — „ T....,..� , C.
.d .d .d O .a C .a 1
6" NCDOT
SECTION A -A AGGREGATE BASE COURSE
r
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CONCRETE COWER
– 1 %„
CLR.
- 1 1/2''
CLR.
Ln U
0�a
aa_
0° 0 =
0
# J "t
i Q
CONCRETE OUTLET STRUCTURE
GENERAL NOTES (CONCRETE OUTLET STRUCTURE):
1. CONCRETE OUTLET STRUCTURES SHALL BE CONSTRUCTED
WITH OPENINGS ON ALL FOUR SIDES.
n
E
F
GENERAL NOTES (CONCRETE COVER):
G
z
1. MANHOLE FRAME AND GRATE SHALL BE NEENAH MODEL R- 1556 -A MANHOLE FRAME,
SOLID TYPE "C" LID AS MANUFACTURED BY NEENAH FOUNFRY OR PRE- APPROVED
EQUIVALENT IN MATERIAL TYPE, SIZE, STRENGTHS. AND STANDARDS.
2. A 1 �" CLEARANCE SHALL BE MAINTAINED BETWEEN THE MANHOLE FRAME AND
GRATE AND REINFORCING STEEL.
6" 4' 6"
1
I i
ORIFICE
PLATE
34" DIA.
N
6"
NO 4 RFRAR TIF - IN
I&AI I - RASF
NO. 4 BAR (TYP)
L -SHAPE
@ 12" 0. C.
TIE -IN BETWEEN
WALL & BASE
SECTION OPENING
w
5�
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n�
Ln
iJ
D
D
r
N0. 4
BARS
In
PLAN 6" CONCRETE SLAB–
DITCH--\
LINE
NO. 4 BARS
4, -9„
LENGTH
STEPS
NCDOT STD.
DWG 840.66
@ 16" 0. C.
5'
low NMI
CONCRETE SLAB
OPENING
//
I
2" WEEP HOLES
- -IN,
\ o')
STANDARD MANHOLE
FRAME AND COVER
DITCH
LINE
—I I �-
=1 I I- I i 1 —, --
I I-
NO. 4 BARS -
4, -9„
LENGTH
— 18" DIA. PIPE
INV. EL. 362.19
24" DIA. PIPE
INV. EL. 357.74
.a O ° -°- = (p
6" NCDOT SECTION NO. 4 BAR (TYP)
AGGREGATE BASE COURSE L -SHAPE
@ 12" 0. C.
TIE -IN BETWEEN
CONCRETE CATCH BASIN (YARD INLET) WALL & BASE
GENERAL NOTES (CATCH BASIN):
1. MANHOLE RING AND COVER TO BE LOCATED
OVER STEPS.
2. A STONE DRAIN CONSISTING OF 1 CUBIC FEET
OF NO. 78M STONE CONTAINED IN A BAG OF
POROUS FABRIC SHALL BE PLACE AT EACH WEEP
HOLE.
US Army Corps
of Engineers
Wilmington District
it
0
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CL
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PLATE
NUMBER
P -15
SHEET 17 OF 64

W
0
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I
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F
G
z
US Army Corps
of Engineers
Wilmington District
0
c�
W
GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING SEQUENCE OF CONSTRUCTION IN
ACCORDANCE WITH THE CONSTRUCTION PLANS. ANY CHANGES OR IMPROVEMENTS TO THE
SEQUENCE OF CONSTRUCTION IS SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER
AND PRIOR TO THE START OF ANY RELATED WORK.
5
2. STREAM RESTORATION WORK FOR SITES 4 & 5 PROJECT SHALL BE CONSTRUCTED FROM THE UPSTREAM °
WORKING IN THE DOWNSTREAM DIRECTION. CONSTRUCT THE PROPOSED STREAM CHANNEL TO THE GRADE cc
a_
SPECIFIED. GRADING OF NEWLY DESIGNED STREAM INCLUDES BACKFILLING OF EXISTING CHANNEL. CONSTRUCT a
ONLYA PORTION OF THE CHANNEL THAT CAN BE COMPLETED AND STABILIZED WITHIN THE SAME DAY. ONLY NEW 4
Q
CHANNEL WORK SHALL BE PROTECTED WITH SEED. STRAW. COIR FIBER MATTING AND LIVE STAKES. ALL OTHER I I I I I I I I I
DISTURBED AREAS SHALL BE PROTECTED WITH SEED, FERTILIZER. AND STRAW.
3. THE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED IN SUCH A MANNER THAT THE EROSION AND
SEDIMENT MEASURES SELECTED AND MAINTAINED BY THE CONTRACTOR CONTROLS THE EROSION AND SEDIMENT
RUNOFF FROM THE CONSTRUCTION SITE. z
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4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE
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WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.
5. THE AREA OF BARE SOIL EXPOSED AT ANY ONETIME BY CONSTRUCTION OPERATIONS SHOULD BE KEPT TO A MINIMUM.
6. THE CONTRACTOR SHALL CONSTRUCT AND INSTALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL
MEASURES IN ACCORDANCE WITH THE REQUIREMENTS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
4 PLANNING AND DESIGN MANUAL, JUNE 1, 2006 - CHAPTERS 3. 6, AND 8 REVISED MARCH, 2009.
7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AFTER THE AREA HAS BEEN STABILIZED
17. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABILIZED TO THE SATISFACTION OF THE
CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY CONSTRUCTION ENTRANCES. SEED AND MULCH
IN ACCORDANCE WITH SPECIFICATION SECTION 32 92 19.
ALL REMAINING DISTURBED AREAS.
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18. INSTALL ALL CONTROL MEASURES PRIOR TO COMMENCING CONSTRUCTION WORK. CLEAR AND GRUB AREAS OF SITES SUFFICIENT
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ANY SOIL UNSUITABLE FOR FILL SHALL BE DISPOSED OF AS DIRECTED. PROVIDE PERMANENT GROUND COVER ON ALL DISTURBED
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AREAS WITHIN 21 CALENDAR DAYS
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11. CONSTRUCT ACCESS ROAD AS SHOWN ON PLANS. THE CONTRACTOR SHALL MAINTAIN THE ACCESS ROAD THROUGHOUT THE
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12. INSTALL ALL PERIMETER EROSION CONTROL MEASURES SUCH AS TEMPORARY SILT FENCE AND CONSTRUCTION ENTRANCES.
3 INSTALL TREE PROTECTION FENCE AS SHOWN ON PLANS SO THE ENTIRE PROJECT IS ENCOMPASSED WITH SILT FENCE AND /OR
TREE PROTECTION FENCING. SCHEDULE ON -SITE INSPECTION OF MEASURES BEFORE' ANY MORE WORK BEGINS. v z
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13. PREPARE STAGING AND STOCKPILING AREAS IN LOCATIONS AS SHOWN ON THE CONSTRUCTION PLANS OR AS APPROVED BY o w <
THE CONTRACTING OFFICER. z v
14. INSTALL TEMPORARY DIKES AND BYPASS PUMPING SYTEM FOR UPSTREAM PORTION OF STREAM RESTORATION WORK. z_ w
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15. DE -WATER WORK AREA, IF NECESSARY, THROUGH A DE - WATERING PUMP TO MAINTAIN A DRY WORK AREA. WATER PUMPED w O z
FROM THE WORK AREA SHALL PASS THROUGH A SILT BAG PRIOR TO DISCHARGE AS SHOWN ON THE DETAIL. a
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16. WHEN CONSTRUCTION FOR THE DAY IS COMPLETE, STABILIZE WORK AREA BY ADDING TOP SOIL, EROSION CONTROL MATTING, v
AND SEEDING. EROSION CONTROL MATTING SHALL BE INSTALLED AS SHOWN IN THE DETAIL ON THE PLANS OR IN ACCORDANCE
WITH THE MANUFACTURER'S INSTRUCTIONS.
1
PLATE
NUMBER
EC -1
SHEET 380F 64
17. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABILIZED TO THE SATISFACTION OF THE
CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY CONSTRUCTION ENTRANCES. SEED AND MULCH
ALL REMAINING DISTURBED AREAS.
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18. INSTALL ALL CONTROL MEASURES PRIOR TO COMMENCING CONSTRUCTION WORK. CLEAR AND GRUB AREAS OF SITES SUFFICIENT
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TO INSTALL EROSION CONTROL MEASURES SHOWN ON THE CONTRACT DRAWINGS. PROVIDE TEMPORARYAND PERMANENT SEEDING
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ALL DISTURBED AREAS IMMEDIATELY THAT WILL NOT BE DISTURBED WITHIN 7 DAYS.
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PLATE
NUMBER
EC -1
SHEET 380F 64

61 PIPE 0l
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TYP. DITCH FOR PIPE
IN FILL - INLET IN CUT
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— TOE OF FILL
FLARED END (F.E.)
— SEE PIPE OUTLET DETAILS E3/EC-2
2H:1V
of SLOPE TO DRAIN
RIPRAP ALL OUTLETS
UNLESS DITCH IS TO
BE PAVED AS NOTED
ON PLANS OR PROFILES
SEE PIPE OUTLET DETAILS
THIS SHEET AND PIPE
SCHEDULE ON PLANS
TYP. DITCH FOR PIPE
IN FILL - OUTLET IN CUT
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TYP. DITCH FOR PIPE
IN CUT - INLET END
TYP PIPE DITCH DETAILS
NOT TO SCALE
NCDOT CLASS A STONES
FILTER FABRIC
TEMPORARY STONE CONSTRUCTION ENTRANCE /EXIT
EROSION C"'
STONE
PIPE_ A
TOE OF DITCH
Lo
No
OUTLET WITH DITCH
"F/rAdo-1
EC- NOT TO SCALE
NOTES CONSTRUCTION ENTRANCE /EXIT:
1. THE ENTRANCE /EXIT SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW
OF MUD ONTO PUBLIC STREETS OR RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
NCDOT CLASS A STONE, AS CONDITIONS DEMAND AND REPAIR AND /OR CLEANOUT
OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED,
WASHED, OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS OR INTO STORM DRAINS
SHALL BE REMOVED IMMEDIATELY.
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FLARED
END
PIPE -�I --
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8' MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE
(6' MAX.) EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
0 SLOPE TO DRAIN I TOP AND BOTTOM STRAND
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SHALL BE 10 GAUGE MINIM
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TEMPORARY SILT FENCE NOTES:
THE TRENCH
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EROSION CON'
STONE
THIS SHEET AND PIPE FENCE F BRIC SH LL BE MINIMUM OF 32 IN WIDTH ND
SCHEDULE ON PLANS SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY
SPACING.
TYP. DITCH FOR PIPE
N CUT - 0 U T L E T END 2. FILTER FABRIC SHALL HAVE A MINUMUM OF 36" WIDTH.
FILTER FABRIC SHALL BE FASTENED ADEQUATELY TO
THE FENCE FABRIC AS DIRECTED BY THE CONTRACTING OFFICER.
3. STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND BE OF THE
SELF - FASTENER ANGLE STEEL TYPE,
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/ WIDTH FILTER
FABRIC
6-MIN.
MIDDLE AND
VERTICAL
1NIRES SHALL
BE 14 GAUGE
WNIMUM.
FILL SLOPE
GROUND LINE
3. TEMPORARY SILT FENCE SHALL BE INSTALLED IN ACCORDANCE WITH 2 I ~ANCHOR FILTER FABRIC SKIRT
NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL LJ 8 "MIN_ 8" DOWN AND 4" FORWARD
11-011 D 11-011 — — - STEEL PO T ALONG TRENCH.
BAKFILL TRENCH AND
4- MIN. COMPACT THOROUGHLY
4 TEMPORARY SILT FENCE (TSF) (NCDENR ESCM STD. 6.62)
ULUILAIILL
OR TO TOP OF DITCH WHICHEVER IS LESS
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MAN I
4D STONE
La
OUTLET WITH EXTENDED DITCH
— — — — — EXISTING GROUND
BOTTOM OF DITCH
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PIPE OUTLET DETAILS
NOT TO SCALE
NOT TO SCALE
2' — —
GEOTEXTILE EROSION CONTROL1,
La STONE
2 SECTION
EC
-2
GENERAL NOTES,
1. THE SEDIMENT CONTROL PLAN MUST COMPLY WITH THE NORTH CAROLINA
STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL
PRACTICES AND MEASURES AS SPECIFIED IN THE EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL AND SHALL BE USED TO ACHIEVE
THE REQUIRED DEGREE OF CONTROL.
2. THE SEDIMENT AND EROSION CONTROL PLAN INDICATED ON THE
DRAWINGS AND IN THE SPECIFICATIONS IS INTENDED TO CONTROL
SEDIMENT IN THE STORM RUNOFF FROM THE SITE AND IS
BASED ON THE TOPOGRAPHIC SURVEY OF THE SITES.
3. THE CONTRACTOR SHALL CONSTRUCT THE SEDIMENT CONTROL
MEASURES AS SHOWN ON THE DRAWINGS AND SHALL MAINTAIN
THEM UNTIL THE DISTURBED AREA IS STABILIZED. IF FIELD
CONDITIONS INDICATE THAT THE MEASURES SHOWN ON THE
DRAWINGS WOULD BE MORE EFFECTIVE WITH SOME ADJUSTMENTS
TO THE LOCATIONS SHOWN, THE CONTRACTOR SHALL CALL THIS
TO THE ATTENTION OF THE CONTRACTING OFFICER WHO WILL
DIRECT APPROPRIATE ADJUSTMENTS TO BE MADE.
4. THE CONTRACTOR SHALL MONITOR THE SITE CLOSELY TO DETECT
SEDIMENT LEAVING THE SITE. IF IT IS DETERMINED THAT THE SEDIMENT
CONTROL MEASURES ARE NOT FUNCTIONING EFFECTIVELY, THE CONTRACTING
OFFICER WILL DIRECT THAT IMPROVED MAINTENANCE OR INSTALLATION OF
ADDITIONAL MEASURES, AS APPROPRIATE TO CORRECT THE DEFICIENCY, BE
PERFORMED BY THE CONTRACTOR.
US Army Corps
of Engineers
Wilmington District
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PLATE
NUMBER
EC -2
SHEET 39 OF 64

0
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1
FBI
1.5'
E
10'
FINISHED
1 GRADE
F
DISTANCE
VARIES
G
RELOCATED
STREAM
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NCDOT CLASS I - NCDOT NO. 57 BACKFILL
ACKFILL RIPRAP STONE
rA SECTION A -A
C - 3 N.T.S.
TOP OF
STREAMS
PLAN
FILTER FABRIC
M,
5.0' MAX.
DEPTH
PLAN
MUD MATT
am,
PROFILE
o TYPICAL TEMPORARY
� STREAM CROSSING
SITES 4 & 5
N.T.S.
.S)
MIN. 8"
CLASS A
RIP RAP (TYP)
MIN. 8"
CLASS A
RIP RAP (TYP)
:S STREAM CHANNEL BLOCKS
:AM BLOCKS SHALL BE CONSTRUCTED AT THE
RFACE BETWEEN THE EXISTING STREAM AND
PROPOSED STREAM RELOCATION.
:AM BLOCKS SHALL BE A MINIMUM OF 6" BELOW
INVERT OF THE EXISTING STREAM.
:AM BLOCKS SHALL EXTEND A MINIMUM OF 3' BEYOND
LIMITS OF THE EXISTING STREAM.
FACT BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS.
COST OF THE RIPRAP, STONE, FILTER FABRIC FOR THE
4LLATION OF THE STREAM CHANNEL BOCK SHALL BE
3IDERED INCIDENTAL TO THE VARIOUS ITEM INVOVLED
IN THE CONSTRUCTION OF THE STREAM CHANNEL BLOCK.
TYPICAL STREAM BLOCK
PLAN
NCDOT N0. 5 -
OR NO 57
WASHED STONE
� TYPICAL TEMPORARY
� STREAM CROSSING
SITE 11 N.T.S.
21"
FILTER
FABRIC
EM
SECTION B -B
N.T.S.
TABLE CHANNEL STREAM BLOCK STRUCTURES
APPROXIMATE LOCATION (SEE NOTE BELOW)
TOP OF
STONE
ELEV.
NORTHING
EASTING
C/L
STA.
OFFSET
DIST.
SITE 4
737107.614
2043567.962
1 +14.54
-13.90
C5
737095.571
2043573.460
1+17.92
-1 .10
349.00
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737146.832
2043656.235
2 +27.23
10.20
N
737132.015
2043667.481
2 +36.28
26,40
351.70
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2043715.051
3 +16.83
3.90
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737198.512
2043725.158
3 +17.74
21.10
352.90
m LU
737202.273
2043915.365
5 +30.45
41.40
EROSION STONE
737218.242
2043920.072
5 +34.99
27.30
357.90
737219.520
2043920.448
5 +35.44
26.20
357.90
737229.592
2043923.417
5 +39.62
18.20
737250.156
2044038.669
6 +69.66
11.50
359.90
737236.162
2044043.151
6 +69.66
26.20
737288.364
2044207.545
8 +59.40
6.10
361.70
737277.851
2044213.214
8 +69.02
16.30
737280.315
2044377.820
10 +43.15
8.60
366.30
737272.083
2044381.549
10 +47.31
16.60
SITE 5
737252.440
2043776.460
0 +43.45
7.50
355.00
737251.029
2043790.696
0 +49.25
19.20
US Army Corps
of Engineers
Wilmington District
I
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PROFILE
PLATE
NUMBER
EC -3
SHEET 40OF 64
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THE LOCATION OF THE STREAM CHANNEL BLOCKS SHALL BE FIELD
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ADJUSTED FOR BEST FIT TO EXISTING STREAM CONDITIONS AT THE
0 0
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SITE. THE LOCATIONS, LENGTHS AND TOP OF STONE ELEVATIONS
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MAY BE CHANGE AT THE DIRECTION OF THE CONTRACTING OFFICER
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BLOCK IS ACHEIVED.
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PLATE
NUMBER
EC -3
SHEET 40OF 64

0
5
M
3
2
A I B I C
2
C -4
TYPICAL DETAIL
COIR FIBER MATTING
PLAN VIEW
BRUSH MATTRESS - THIS METHOD USES HARDWOOD
BRUSH LAYERED ALONG A STREAMBANK AS A
MATTRESS AND ANCHORED IN PLACE WITH GRID OF
STAKES AND WIRE. THE TOE BELOW THE WATERLINE
1 IS ANCHORED BY ROCK.
N.T.S.
=S (3' LENGTH)
12 GAUGE NON- GALVANIZED WIRE
WIRE SECURED TO STAKES
'ANCHES MIN. PER 3'
:HES OF 1' DIA, OR LESS
STAKE
BANK
EXCAk /A ,
AT TOE OF SLOPE
1.5' WIDTH x 1.0' DEPTH
(BACKFILL WITH SOIL)
D I E I F
COIR FIBER MATTING
l I I
G
2 "x2" WOOD STAKES
3' LONG
SECTION A -A
N.T.S.
COIR FIBER MATTING TO
EXTEND FROM TOE OF
STREAM TO 2'BEYOND
----- TOP OF CUT SLOPE
41) /� Ai irc
TYPICAL DETAIL
BRUSH MATTRESS
N.T.S.
CROSS SECTION
SECTION B -B
N.T.S.
-RESS:
SPECIFIED TYPE AT 45
G ENOUGH TO COVER BANKS
PLUS I' DEEP INTO TRENCH AND I' ABOVE TOP
OF BANK.
2. DIG TRENCH AT BASE OF BANK, RESERVING SOIL
FOR BACKFILL
3.LAY FIRST LAYER OF CUTTINGS PERPENDICULAR
TO SLOPE, MAKING SURE TO PUSH CUT END
INTO TRENCH
4.LAY SECOND LAYER AT 45 DEGREES (UPSTREAM)
5. LAY THIRD LAYER AT 45 DEGREE (DOWNSTREAM
Iff
US Army Corps
of Engineers
Wilmington District
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SPACED 3' APART. HAMMER TO GET STARTED. O Q °C
WRAP WIRE AROUND 1ST STAKE; CONNECT TO w z
2ND STAKE AND WRAP; CONNECT TO 3RD STAKE 0
AND WRAP, ETC.
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7.USING SHOVELS AND BUCKETS OR TRACK HOE � � w
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>_zQ
8.IF USING OPTIONAL STAKES, HAMMER INTO BANK 0 Q 0
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PLATE
NUMBER
EC -4
SHEET 41 OF 64
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SPACED 3' APART. HAMMER TO GET STARTED. O Q °C
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PLATE
NUMBER
EC -4
SHEET 41 OF 64

9
5
M
3
2
1
J(cl
0
M&M
0
AREAS. IF WORK AREA CANNOT HE STABILIZED BY THE END OF THE DAY THEN
THE PUMP MUST RUN CONTINUOUSLY 24 HOURS A DAY UNTIL THE AREA IS
COMPLETELY STABILIZED.
4. THE OLD CHANNEL CANNOT BE BACKFILLED UNTIL THE NEW CHANNEL HAS
BEEN COMPLETELY STABILIZED WITH SEED, MULCH AND MATTING WITH THE
STREAM DIVERTED THROUGH IT.
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NUMBER
EC-7
SHEET 440F 64

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NUMBER
EC-8
SHEET 450F 64

G
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SCALE N FEET SATISFACTION OF THE CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY
ACTIVELY BEING DIVERTED CONSTRUCTION ENTRANCES. SEED AND MULCH ALL REMAINING DISTURBED AREAS, INSTALL PLANTS EC-9
O S O O 2 O F T IN AREAS AS INDICATED ON THE TYPICAL DETAIL AND PLANTING PLAN AND AS DIRECTED BY THE
6. DO NOT CLEAR AND GRUB AN AREA OF CONSTRUCTION LARGER THEN CAN BE CONTRACTING OFFICER. SHEET 46 O F 64
SCALE* V = 10' REWORKED BY THE END OF THE WEEK

DOWNSTREAM WORK LIMIT AS SHOWN IN THE DETAIL ON PLATE EC -5. 10. CONSTRUCTION SEQUENCE SHALL BE REPEATED EACH WORK DAY AND FOR EACH BY -PASS PUMPING
OPERATION.
5. THE LENGTH BETWEEN THE TEMPORARY DIKES SHALL BE BASED UPON THE LENGTH OF STREAM THAT
CAN BE CONSTRUCTED AND STABILIZED IN ONE WORKING DAY. 11. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABILIZED TO THE
SATISFACTION OF THE CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY
6. BEGIN BY -PASS PUMPING OPERATION BY PLACING INTAKE LINE ON THE UPSTREAM SIDE OF THE DIKE AS CONSTRUCTION ENTRANCES. SEED AND MULCH ALL REMAINING DISTURBED AREAS, INSTALL PLANTS
SHOWN IN THE DETAIL SHOWN ON PLATE EC -5. PUMP THE CLEAN WATER DOWNSTREAM OF THE IN AREAS AS INDICATED ON THE TYPICAL DETAIL AND PLANTING PLAN AND AS DIRECTED BY THE
DOWNSTREAM DIKE WHERE IT CAN DISCHARGE INTO THE EXISTING CHANNEL. INSTALL TEMPORARY CONTRACTING OFFICER.
ENERGY DISSIPATORS IN THE EXISTING CHANEL AT THE DOWNSTREAM DISCHARGE LOCATION.
PLATE
NUMBER
TE409M 41' Q#ATEM AREA 10 5 SCALE E I N FEET T
O 0 2 0 F T EC-10
NEENEEn
SCALE: 1"= 10' SHEET 470F 64

W
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I ;,8ENCH T EMPORARY CONSTRIJCTI N PRO N I& SURVEY CONTROL POINT US Army Corps
ACCESS ALONG PAVED TRAIL PIPS --LENGTH MA. INVERT THIC S STONE
LENGTH �3s24 of Engineers
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0
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Z. CLEAR AND GRUB AREAS OF SITES SUFFICIENT TO INSTALL EROSION CONTROL MEASURES SHOWN ON
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TEMPORARY OR PERMANENT SEEDING AS REQUIRED.
3. CLEAR SITE OF DEMOLITION ITEMS.
4. INSTALL THE TEMPORARY SIL T FENCE AS SHOWN ON THE PLANS (NCDENR STD. 6.62. 1) AROUND
CONSTRUCTION LIMITS. STOCKPILE AND STAGING AREAS AND BETWEEN ACCESS ROAD AND STREAM.
ADDITIONAL AREAS MAYBE USED OTHER THAN WHAT IS SHOWN ON THE PLANS FOR STOCKPILE AREA
WITH APPROVAL FROM THE CONTRACTING OFFICER.
5. BEGIN GRADING AFTER PRINCIPAL SEDIMENT AND KEY RUNOFF-CONTROL MEASURES ARE INSTALLED.
INSTALL ADDITIONAL CONTROL MEASURES AS GRADING PROGRESSES. THE CONTRACTOR IS TO PHASE
THE GRADING WORK TO RETAIN SEDIMENT IN WORKAREAS AND SLOPES HAVE BEEN TEMPORARILY SEEDED.
6. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HA VE BEEN PERMANENTL Y STABILIZED TO THE
SATISFACTION OF THE CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY
CONSTRUCTION ENTRANCES. SEED AND MULCH ALL REMAINING DISTURBED AREAS, INSTALL PLANTS
IN AREAS AS INDICATED ON THE TYPICAL DETAIL AND PLANTING PLAN AND AS DIRECTED BY THE
CONTRACTING OFFICER.
SHALL bL MUL(,-HLU IMMLUTAILL r Al- ILH h'LANIINC, WI lH A 4 -INCH /HICK LArLH Uf
ACCEPTABLE MA TER I AL . MINIMUM MULCHED AREA FOR EACH TREE SHALL BE A CIRCLE OF
3—FOOT RADIUS FROM THE STEM. ALL EXISTING TREES AND VEGE TA TED AREAS WHICH ARE
TO REMAIN UNDISTURBED AND ARE L OCA TED NEAR WORK AREAS SHALL BE PROTECTED BY
A CONTINUOUS HIGH — VISIBILITY 4 —FOOT HIGH BARRIER DURING TIMES OF ACTIVE CONSTRUCTION.
THE BARRIER SHALL BE PLACED OUTSIDE DR I PL I NES OF EXISTING TREES INSOFAR AS IS
PRACTICAL AND BE MAINTAINED IN GOOD REPAIR DURING ALL ACTIVE CONSTRUCTION PERIODS
IN ADJACENT AREAS. BARRIERS SHALL BE REMOVED I MMED I A TEL Y UPON COMPLETION OF
CONSTRUCTION IN ADJACENT AREAS. CONTRACTING OFFICER SHALL MAKE FINAL DETERMINATION
AS TO WHICH TREES TO PRESERVE AND WHICH TO REMOVE, AND CONTRACTOR SHALL ALLOW
FOR FLEXIBILITY IN PRO TEC T I ON /REMOVAL OF TREES WITHOUT ADDITIONAL COST TO THE GOVERNMENT.
3. THE CON TRA C TOR SHALL CONSTRUCT A VEGETATIVE BUFFER WITHIN THE
TEMPORARY EASEMENT AREA BETWEEN THE RIGHT OF WAY SHOWN AND THE
ADJACENT SCHOOL PROPERTY. THE CON TRA C TOR SHALL BE REQU I RED TO
PROTECT ALL EXISTING VEGETATION OUTSIDE THE PROPOSED CONSTRUCTION
LIMITS SHOWN. THE TREES SHALL BE PLANTED IN ACCORDANCE WITH THE
TOWN OF CARY BUFFER AREA STANDARDS. AL TERNA T I VE PLANTS SHALL BE APPROVED
BY THE CONTRACTING OFFICER.
SCALE IN FEET
30 15 0 30
SCALE* 1"= 30'
U
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PLATE
NUMBER
60FT PL-5
SHEET 53 OF 64
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NUMBER
60FT PL-5
SHEET 53 OF 64

TEMPORARY N U N EASEMENTS
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7
LAZOLMNIZO
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FROM
TO
FROM
TO
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NORTHING
EASTING
PI
PI
DIRECTION
DIST.
PI
NORTHING
FASTING
PI
PI
DIRECTION
DIST.
PI
NORTHING
EAST ING
PIS
PI
DIRECTION
DIST.
SO4 -69
737273.0133
2043900.0
00
SO4 -69
SO4 -70
N
88 019'35.59"
W
19.26
SO4 -81
737147.6013
2043698.0736
SO4 -81
SO4 -82
S
35 040'18.72"
W
25.06
SO4 -136
737198.6949
2043615-6124,,-'SO4-136
SO4 -137
N
77 035'02.24"
E
45.10
SO4 -70
737273.5756
2043880.8
25
SO4 -70
SO4 -71
N
66 017'46.02"
W
26.83
PLATE
SO4 -82
737167.9633
2043712.6901
SO4 -82
SO4 -83
S
23 003'09.45"
W
14.77
SO4 -137
737208.3919
2043659.684
$04 -137
$04 -6
N
49 °10'58.15"
E
39.10
SO4 -71
737284.3599
2043856.2
98
SO4 -71
SO4 -72
N
78 °25'18.34"
W
12.78
LE I FEE T
NUMBER
$04 -83
737181.5542
2043718.4738
SO4 -83
$04 -84
S
48 °11'52.77"
W
19.23
SO4 -6
737233.9491
204368 2487
SO4 -6
SO4 -138
N
49 030'03.14"
E
41.61
SO4 -72
737286.9245
2043843.7419
SO4 -72
SO4 -73
N
88 °03'38.59"
W
10 5 0 10 2 OF T
SO4 -84
737194.3754
2043732.8125
SO4 -138
737260.9754
2043720.8934
SO4 -138
SO4 -139
N
35 °16'42.19"
E
20.66
SO4 -73
737287.7369
2043819.7479
SO4 -73
SO4 -7
°13'18.55"
. 6"
W
11.91
R W - 2
$04 -139
737277.8428
2043732.8266
SO4 -139
SO4 -140
N
07 °08'29.61"
E
20.66
SO4 -74
737282.3451
2043809
-
SO4 -75
N
20
W
34.75
SCALE: V= 10'
SO4 -27
737197.3135
2043802.2219
SO4 -27
SO4 -30
N
76 °41'01.68"
E
43.51
SO4 -140
737298.3443
2043735.3953
SO4 -140
SO4 -141
N
12 046'26.43"
W
41.28
SO4 -75
737314.
3797.11
6
SO4 -75
SO4 -76
N
80 °59'52.00"
W
15.09
SHEET 570E 64
504 -30
737207.3346
2043844.5605
$04 -141
737338.5994
2043726.2688
SO4 -141
$04-
317.3097
2043782.21
0
SO4 -76
S06 -21
N
13 012'29.32"
W
30.78

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-6 3 --- 7----3-11fy--20"155--9OO9
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SO4-59
SO4-60
N
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03' 34.96"
W
-
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369_
SO4-64 737328.7280
2044102.7340
SO4-60
SO4-61
N
86°
3 " -0-4-"
W
18-51
RIPRAP PATTERN
SO4-65 737329-8130
2044084.2556-SG"-
1---SO4--62---S
56 °07'40.94"
W
71.96
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-SO4 -66- 7-Y7 2 99-.7 09:�
2044024.5102 -- -
SO4-62
SO4-63
N
7 3 0
0 3 ' 3 4 . 9 6
W
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0 NOT DISTURB AREA
O'TSIDE CONSTRUCTION LIMITS
4W NA-11
-X—
FENCE
SO4-67 737307-3755
2043966-5069
SO4-63
SO4-64
S
810
5625.04"
W15.07
CENTERLINE CREEK DITCH
SO4-68 737305-2633
_M4 3-95J . -5-%0 4 --S
0 4-6 4
--SO 4---B-9
-S
57 °57'17.47"
W
60.78E
- 1-
S'OA -69 372� -0�33
2043900-0700
SO4 -69
SO4-70
N
8801935-59"
W
19-26
UTILITY LINE LINETYPE
LEGEND
OnA Or
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OVERHEAD ELECTRIC UTILITY LINES
1
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of Engineers
Wilmington District
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PLATE
NUMBER
RW-3
SHEET 580F 64

0
5
m
3
2
nrw-n WOODS LINE _ - �� 504 -104 737398.920 044501 .9706 504 -1 Q4 04 -105 N 23s25'S}.74" E 31.21
uriurr POLE j CONSTRUCTED POOL m SO4 -105 737433-.0615 2044516.7665 SO4 -15 SO4 -106 S 510 54.36" W 5.83
I
z
LD
W
111111111
IIIIIIIII
SO4 -46
737244.2694
2044230.0616
SO4 -46
SO4 -47
N
81 °28'35.87"
28'35.87"
E
33.85
SO4 -47
737249.2866
2044263.5391
SO4 -47
SO4 -48
N
83 °5438.70"
SO4 -95
N
E
33.16
SO4 -48
737252.8040
2044296.5108
SO4 -48
SO4 -49
N
89 °36'05.23"
56'25.04"
2044296.7941
E
21.51
SO4 -49
737252.9537
2044318.0271
SO4 -49
SO4 -50
N
82 °25'06.49"
03'34.96"
SO4 -96
E
56.62
SO4 -50
737260.4234
2044374.1486
SO4 -50
SO4 -51
N
72 °33'53.00"
39.98
E
48.28
SO4 -51
737277.3425
2044428.0210
SO4 -51
SO4 -52
N
03 °03'24.00"
E
E
43.87
SO4 -52
737321.1501
2044430.3603
SO4 -52
SO4 -53
N
86 °56'35.77"
W
11.22
SO4 -53
737321.7485
2044419.1540
SO4 -53
SO4 -54
N
19 021'27.48"
W
27.36
SO4 -54
737347.5620
2044410.0851
SO4 -54
SO4 -55
N
46 037'25.18"
W
14.83
SO4 -57A
737324.3503
2044370.4317
SO4 -57A
SO4 -58
N
51'56'35.77"
28'35.87"
W
31.80
SO4 -58
737343.9532
2044345.3923
SO4 -58
SO4 -59
N
84'00'05.36"
SO4 -95
N
W
35.05
SO4 -59
737347.6160
2044310.5342
SO4 -59
SO4 -60
S
63.
56'25.04"
2044296.7941
W
60.26
SO4 -60
737321.1451
2044256.4041
SO4 -60
SO4 -61
N
78.
03'34.96"
SO4 -96
W
47.04
SO4 -61
737330.8767
2044210.3850
SO4 -61
SO4 -62
S
79 °26'25.04"
39.98
W
26.06
SO4 -62
737326.1014
2044184.7687
SO4 -62
SO4 -63
S
56 °56'25.04"
E
W
34.44
SO4 -63
737307.3116
2044155.9009
SO4 -63
SO4 -64
N
68 °03'34.96"
W
57.32
SO4 -64
737328.7280
2044102.7340
SO4 -64
SO4 -65
N
86 038'22.04"
W
18.51
SO4 -93
737239.1845
2044229.8681
SO4 -93
SO4 -94
N
81.
28'35.87"
E
34.69
SO4 -94
737244.3261
2044264.1751
SO4 -94
SO4 -95
N
83 °54'38.70"
E
32.80
SO4 -95
737247.8058
2044296.7941
SO4 -95
SO4 -96
N
89 °36'05.23"
E
21.58
PLATE
SO4 -96
737247.9560
2044318.3757
SO4 -96
SO4 -97
N
82 °25'06.49"
E
39.98
NUMBER
SO4 -97
737253.2314
2044358.0109
SO4 -97
SO4 -50
N
65 °58'44.76"
E
17.67 SCALE IN FEET
SO4 -50
737260.4234
2044374.1486
10 5 0 10 2 OF T
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R VV - T
SCALE: 1"= 10'
SHEET 590F 64

0
5
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3
2
JVV J
506 -14
J� •VVJV
737464.4896
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2043843.7615
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506 -14
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506 -15
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42.95
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34.12
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506 -28
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737456,2341
LU9JD99.Ullq
2043604.8449
ZOUd LI
506 -28
ZOUC Zo
506 -29
N
N
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56 °44'22.66"
IL.U'I
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E
oje to
68.95'
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7
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506 -15
737457.5979
2043877.1732
506 -15
506 -16
S
87 °36'56.60"
E
41.90
506 -29
737494.0468
2043662.4960
506 -29
506 -30
N
81 °00'08.85"
E
55.45'
506 -16
737455.8549
2043919.0355
506 -16
506 -17
N
31 °00
48.90
E
21.35
506 -30
737502.7189
2043717.2647
506 -30
506 -31
S
85 °18'32.20"
E
44.02'
w
O
z
506 -17
737474.1492
2043930.0338
506 -17
506 -18
S
51x00'11.43"
E
27.93
506 -31
737499.1187
2043761.1390
506 -31
506 -32
N
47 °55'06.38"
E
38.49'
U)
Ir
w
Lu
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506 -18
737456.5754
2043951.7381
506 -18
506 -19
S
36
15
17.68
W
32.54
506 -32
737524.9135
2043789.7052
506 -32
506 -33
N
76 °03'52.06"
W
21.28
>-
O
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506 -19
737430.3320
2043932.4921
506 -19
506 -20
S
5402233.74"
W
113.72 -
506 -33
737519.7895
2043810.3550
506 -33
506 -34
S
20002'50.51"
E
27.75'
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506 -20
737364.0960
2043840.0564
506 -20
506 -21
S
75028'03.31"
W
67.02
506 -34
737493.7219
2043819.8673
506 -34
506 -35
S
71 14'57.68"
E
30.78
Q
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506 -21
737347.2787
2043775.1804
506 -35
737483.8268
2043849.0163
506 -35
506 -36
S
78 °20'42.95"
E
31.25'
w
v
o
o
506 -36
737477.5132
2043879.6254
506 -36
506 -37
S
87 °36'56.60"
E
28.41'
;
504
N
-1
737341.5758
2043746.0814
504 -1
506 -22
S
80 °09
09.31 ��
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98.96
506 -37
737476.3313
2043908.0096
506 -37
506 -38
S
71 °14'57.68"
E
32.48'
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506 -22
737324.6515
2043648.5814
506 -22
506 -23
S
70 °52'41.06"
W
90.12
506 -38
737504.1666
2043924.7437
506 -38
506 -39
N
31 °00'48.90"
E
50.93'
1--
506 -23
737295.1294
2043563.4320
S06 -23
S06 -24
S
78 °40'10.79"
W
49.32
506 -39
737472.1190
2043964.3236
506 -39
s06 -18
S
51 °00'11.43"
E
20.00'
ui
506 -24
737285.4389
2043515.0690
S06 -24
S06 -25
S
80 °06'57.87"
W
31.54
06 -18
737456.5754
2043951.7381
506 -25
737280.0258
2043484.0021
S06 -25
S06 -5
S
06 °36'08.49"
E
67.78
506 -5
737347.3607
2043476.2084
PLATE
NUMBER
- CHORD
LENGTH SEE
CURVE DATA SITE
PLANS
SCALE IN FEET
30 15 0 30 60F T
R W-
5
SCALE* 1''= 30'
SHEET
60
OF 64

0
5
M
3
1
A I B
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0743483431
WAKE COUNTY BOARD OF EDUCATION
2101 DAVIS DR
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� � ,..• .�,. •.� 6061 2044747 6569 507 -15 507 -16 5 71 42 18 81 E 112 14
S07 -16 737534.4043 2044854.1300 S07 -16 S07 -17 S 80° 28' 20.02" E 54.56
ASPHALT PATTERN o 0
,o • - - - - -- �. .... W Y PLANTING EASEMENT COORDINATES Q CO
�• •.t' s . "--- •......•• ........ ......"f /.•- " So4 -51 S07 -17 737525. 3737 2044907.9341 S07 -17 S07 -18 S 7° 08' 39.52" W 37.83 0 UJ
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S07 -18 737487.8391 2044903.2295 S07 -18 S07 -19 N 88 °21'04.95" W 93.14 �r z
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v� -7� - - - a S07 -19 737490 5188 2044810-1255 S07 -19 S07 -20 S 69 °49'54 94" W 49.43 o O � O Q
So4 -42 S040 S07-32 737507.9951 2044239.5259 507 32 507 33 N 63 10 11.88 W 20.00 CONCRETE PATTERN or cn
.� ,• ,�� ` - �� S07 -33 737517.0220 2044221.6789 S07 -33 S07 -34 N 26 °49'48.12" E 56.11' 507 -20 737473.4769 2044763.7274 507 -20 507 -21 N 83 °0528.75 W 114.21 Q � o
So4 41 gar _
' 41 S07 -21 737487-2148 2044650.3479 S07 -21 S07 -22 N 77 °34'43.400 W 32 24
•® - 14Z' a � ° SO4 5 Soo -s6 S07 -34 737567.0898 2044247.0029 S07 -34 S07 -35 N 56° 32 56.65 E 75.45 a R /PRAP PATTERN CE � w 00
Sao -90 So4 S07 -22 737494.1491 2044618.8646 S07 -22 S07 -23 N 74 01 59.14 W 61.00
So44 507 -35 737608.6790 2044309.9545 507 -35 507 -36 N 72 °07 34.72 E 30.97 a o ~ ~
" S07 -23 737510.9283 2044560.2206 S07 -23 S07 -24 N 88 13 14.65 W 60.47- � z z =
507 -36 737618.1842 2044339.4292 507 -36 507 -37 N 80 °52 09.88 E 46.07 x x FENCE � Q W (�
�• 507-24 737512.8060 2044499.7770 507-24 507-25 S 65° 03'2 7.23" W 38.17 CENTERLINE CREEK / DITCH U w
507 -37 737625.4948 2044384.9157 507 -37 507 -38 N 77034'13.39 E 76.99
S07 -38 737642. o " 507 -25 737496.7089 2044465.1660 507 -25 507 -26 5 300 28' 44.79" W 43.49 UTILITY LINE L/NETYPE LEGEND z v Q
0657 2044460.0993 507 -38 507 -39 N 65 52 11.06 E 74.65 �
507 -39 737672.5825 2044528.2237 507 -39 507 -40 N 61040'34-67" E 50.36' 507 -26 737459.2279 2044443-1064 507 -26 507 -27 N 49017'37-21"' W 14.45 -oHE OVERHEAD ELECTRIC / UTILITY LINES � No
S07 -40 737696.4766 2044572.5560 S07 -40 S07 -41 N 89 °08'29.78" E 41.85' 507 -27 737468.6552 2044432.1487 507 -27 507 -28 N 14 °56'19.30" E 29.84 � o
S07 -41 737697.1036 2044614.4022 S07 -41 S07 -42 S 29 °12'34.06" E 54.77' 507 -28 737497.4873 2044439.8411 507 -28 507 -29 N 87 °18'05.34" W 54.71
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507 -29 737500.0629 2044385.1952 S07 -29 S07 -30 N 49 047'03.50" W 14.95 ui
507 -42 737649.2946 2044641.1321 507 -42 507 -43 S 11 018'42.85" E 40.49
507 -43 737609.5885 2044649.0747 507 -43 507 -44 S 78 °02'15.08" E 59.36' 507 -30 737509.7176 2044373.7767 507 -30 507 -31 S 82 °46'00.76" W 66.50 SCALE IN FEET
507 -44 737597.2852 2044707.1443 507 -44 507 -45 S 79 °42'49.23" E 46.20' 507-31 737501.3443 2044307.8021 507 -31 507 -32 N 84 °26'11.00" W 68.60 30 15 0 30 60F T PLATE
S07 -45 737589.0347 2044752.6057 S07 -45 S07 -46 S 71 °42'18.81" E 112.01' 507 -32 737507.9951 2044239.5259 NUMBER
SCALE 1 "= 30'
S07 -46 737553.8746 2044858.9525 S07 -46 S07 -47 S 80 °28'20.02" E 53.02'
S07 -47 737545.0978 2044911.2447 S07 -47 S07 -17 S 09 °31'39.98" W 20.00' R W - 6
S07 -17 737525.3737 2044907.9341 S07 -17
SHEET 61 OF 64

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738132.2833 2039691.3459 511 -59 511 -60 S 85 °47'35.95
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511 -12 738126.1355
511 -13 738094.7398
511 -14 738095.8286
511 -15 738067.2325
511 -16 738044.1559
511 -17 738050.5901
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511 -13
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NUMBER
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511 -14
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84058'28.80"
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12.43
511 -14
511 -15
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45'3823.14"
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40.90 SCALE IN FEET
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20.29 WOODS SCALE 1''= 10