SW5220101_Plansheet - Proposed Drainage Area_20220124

ST-1
(SEE SUMMARYTABLE
ON SHEET 6.00)
EROSION CONTROL LEGEND
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SILT FENCE OUTLET
TEMPORARY SLOPE DRAIN
CHECK DAM
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
WOODED AREA
DIVERSION DITCH
CONSTRUCTION ENTRANCE/EXIT
TEMPORARY DIVERSION DITCH SUMMARY
CHANNEL#
SECTION
LINER
BOTTOM
(FT)
SIDES
DEPTH
(FT)
LONGITUDINAL
(FT/FT)
TD-1
1.0'
3:1
0.55'
0.032
ERONET S75
TD-2
1.0'
3:1
0.45'
0.032
ERONET S75
(N;
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
BODDIE-NOELL ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802
Contact
PHONE: [phone]
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Ray Watson
Jan 20 2022 8:47 AM
REVISIONS
NO. DATE
1 12. 17. 2021 OWNER COMMENTS
2 1. 20. 2022 NCDEQ RESUBMISSION #1
3
4
5
6
PLAN INFORMATION
PROJECT NO. 2021110321
FILENAME 2021110321-EC1
CHECKED BY RW
DRAWN BY WHM
SCALE 1" = 20'
DATE 12. 20. 2022
SHEET
EROSION CONTROL
PLAN -STAGE 1
C6e0l
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

CLASS 'B' -RIP RAP �1`
VELOCITY DISSIPATOR PAD
9.01 X 4.0'W `°' 22"T
SKIMMER DEVICE \
ATTACHED TO RISER \
BARREL. SEE SUMMARY
TABLE SHEET C6.00 /
C
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SILT FENCE OUTLET AT
ALL LOW POINTS (TYP.)
CLASS 'B' RIP RAP
VELOCITY DISSIPATOR PAD \
6.01 X 4.0'W X 1.0'T
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TEMPORARY INLET
PROTECTION (TYP.)
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EROSION CONTROL LEGEND
SILT FENCE OUTLET
INLET PROTECTION
INLET PROTECTION
FOR EXISTING STRUCTURES
FILTER BERM
CHECK DAM
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
DIVERSION DITCH
CONSTRUCTION ENTRANCE/EXIT
2
DITCHES THAT EXCEED 2 FT/S DURING A 2—YR
STORM (TO BE STABILIZED WITHIN 7 DAYS USING
ERONET S75)
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
BODDIE-NOELL ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802
Contact
PHONE: [phone]
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Bill
,ay Watson
an 20 2022 8:47 AM
REVISIONS
NO. DATE
1 12. 17. 2021 OWNER COMMENTS
2 1. 20. 2022 NCDEQ RESUBMISSION #1
3
4
5
6
PLAN INFORMATION
PROJECT NO. 2021110321
FILENAME 2021110321-EC2
CHECKED BY RW
DRAWN BY WHM
SCALE 1" = 20-
DATE 12. 20. 2022
/ SHEET
N EROSION CONTROL
PLAN - STAGE 2
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft. C6e0
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
;LIENT
ODDIE-NOELL ENTERPRISES, INC.
.0. BOX 1908
OCKY MOUNT, NC 27802
ontact
HONE: 252. 937. 2800
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Watson
20 2022 8:48 AM
tEVISIONS
0. DATE
1 12. 17. 2021 OWNER COMMENTS
2 1. 20. 2022 NCDEQ RESUBMISSION #1
3
4
5
6
'LAN INFORMATION
ROJECT NO. 2021110321
ILENAME 2021110321-ECD1
HECKED BY RW
RAWN BY WHM
CALE N/A
ATE 12. 20.2022
SHEET
EROSION CONTROL
DETAILS
C6e0
3

CLASS 'A' STONE
8 IN. MIN. DEPTH
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0 g
NOTES 'o 3' 1EMPORARY OR
CID
LU <
PERMANF.N1 D1 r �:H
< C, 0
1 , PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE F­ 0 ' LL 3VWATERS EDGE
TRUCKS, F- = �
< -
F- =
(MINIMUM 2W)L
2. LOCATE ENTRANCES 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 TOPDRESSING WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY
GO ELL 0ED
­
0 X
2!
iL
7 Uj
SEDIMENT BASIN
IMPOUNDMENT AREA
5, LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
'
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
4(MAX,)
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
LLJ
BE DETERMINED BY THE ENGINEER.
STEEL T-POSTS
7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
(QUANTITYVAR - - -- - -
BY THE ENGINEER.
0
- -
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
LL
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
0 z
z LJJ
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COIR F IBER BAFFLES
lr
(SEE STANDARD DRAWING NO. 1640.01)
WDOO STAKF
NOTES METAO'POST
0 1
I=
<
1. CLEAN OUT BASIN WHEN SEDIMENT VOLUME REACHES 50% OF STORAGE VOLUME. PLAN VIEW
2. MINIMUM SURFACE AREA AND MINIMUM VOLUME ARE MEASURED BELOW THE TOP
<
OF PRING IPAL SPILLWAY lTOP OF RISER)
(n
3. MINIMUM SURFACE AREA SHALL BE 435 FTL PER CPS OF 0,,PEAK INFLOW,
z AND MINIMUM SEDIMENT STORAGE VOLUME SHALL BE 1800 F7' PER ACRE OF
0 DISTURBED AREA.
0 4. THE EARTH DIKE MAY BE CONSTRUCTED ALONG ONE OR MORE SIDES. EXCAVATION
_j MAY BE REQUIRED TO PROVIDE MINIMUM SURFACE AREA AND/OR MINIMUM STORAGE
< W VOLUME.
0 > 5- CONSTRUCT THE DIKE OF MATERIAL SUITABLE FOR AND MEETING ROADWAY
< EMBANKMENT SPECIFICATIONS,
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE Cc 6. TO FACILITATE DETERMINATION OF MAINTENANCE CLEANOUT REQUIREMENT, PLACE
A MARKER IN THE BASIN INDICATING THE 50% VOLUME LEVEL.
7. THE MINIMUM RISER PIPE DIAMETER IS 1.5 TIMES THE BARREL PIPE DIAMETER.
8. ATTACH SKIMMER TO RISER PIPE A MINIMUM OF I FOOT FROM BOTTOM OF BASIN.
9, PROVIDE A STONE ENERGY DISSIPATOR PAD AT THE OUTLET OF THE RISER BARREL
IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO, 876.0,2 FOR PIPE OUTLET
T
EARTH DIKE
STONE ENERGY
DISSIPATOR
_NF
OVERFLOW SPILLWAY
QMUST BE CONSTRUCTED
IN NATURAL GROUND)
U)
>_
<
-TOP
OF EMBANKMENT
T
0
TEE RISER
6' MIN.
OVERFLOW
SPILLWAY
OOU)X
F TRASH PACK -
TEE -RISER SECTION
- - - - - - - - -
- -
Ui < I,
0 0 C
<
F­ = F az
AL
ALL PIPE SECTIONS
(n F_ U OLD
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SKIMMER
E
CORRUGATED
-
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MIN
TeR3;p
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PIPE
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CLASS B,STONE PAD- ANTI-F�OTATION
SQUARE STEE1 FIAT
IT/40 THICK (WELDED
MATERIAL
BENEATH EMS
FROM ANKMENT
& ROOT MAT
�4' x 4 V MIN. (CLASS B STONE)
In SECTION)
SECTIONAL VIEW
0
LL
'
TOP OF EMBANKMENT
-
------- /
STANDARD BASIN DIMENSIONS
P
H
T
(MIN)
D-
E
F
B
(MIN)
X
(MIN)
Y
(MIN)
X1
dMIN)
YI
(MIN)
IN.
FT.
FT.
FT.
FT.
FT,
FT.
FT,
FT.
FT.
FT.
15
1.0
6,0
6.0
4.0
1.0
3.0
2.7
1.0
2.5
1.0
18
1.0
6.0
6.5
4.5
1.0
4. D
3.5
110
3.2
1.0
24
1.0
6.0
8.0
6.0
1.0
8.0
5.5
1.0
5.0
1.0
1 30
1 1.0
1 6.0
1 9.5
1 7.0
1 1,5
8.0
7.6
1.0
6,9
110 1
WITHOUT DITCH. SHALL NOT EXCEED 12'
10. SEED AND
PLACE MATTING FOR EROSION CONTROL ON ALL INTERIOR AND EXTERIOR
SLOPES OF BASIN,
BID
>_
F_
<
CC
0
0ol­4
n=
CIE 0
NOTES
E­ 0 0 CD
<
ULT
Cc
EXCAVATE TEMPORARY DIVERSION WITH NON -VERTICAL SIDE SLOPES AND NOT "ic
i-H
>
GREATER THAN 1.5:1 SLOPE, Z
III
STABILIZE TEMPORARY DIVERSION AS DIRECTED.
COMPACTED SOIL
NOTES
USE CLASS A EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE FOR
SEDIMENT CONTROL STONE.
CONSTRUCT TOP OF BERM A MINIMUM OF
ONE FOOT BELOW THE SHOULDER OR
A
DIVERSION POINT.
PROVIDE A TOTAL SEDIMENT TRAP
VOLUME OF 3600± CUBIC FEET PER ACRE
OF DISTURBED AREA. SOME OF THE
REQUIRED VOLUME MAY BE PROVIDED
BY UP OR DOWNSTREAM CONTROLS.
DIVERSION POINT
U
cU
FLOW
6"
MINIMUM
6' TYPICAL
CROSS SECTIONAL VIEW
1630.05
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0; P"
C 3 'N
kP"'1
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P
SEDIMENT CONTROL STONE
12" MIN
SEDIMENT CONTROL STONE
PLAN
< LU
2' MIN.
EARTH
BERM
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z
<
STRUCTURAL STONE
co
LLJ
12"
18 MIN
z M
ROADWAY SHOULDER
Q
W
12" MIN.
0
m CL
0 1P.
18"
MIN.
t I
D�
FLOW
H
IL
7'-6" MIN,ii
_ 1
0
PIPE-7 D*-24" PIPE
MAX.
1=
_t_
I I F= F1
p. I I _IPRIT n ' III 7
4 1
ma
6 I I IFIIGF
STAPLE
CHEC
MAI-FING IN DITCHILS
EXISTING
-
(MIN.) GROUND
BACKFILL_
(Mlm -
STAPLES ON
V CENTERS
MIN
MATTING SHALL BE STAPLES ON
TTIV
PLACED IN TRENCH V CENTERS
AND BACKFILLED IN TRENCH
DIAGRAM
MATTING ON SLOPES
[DIAGRAM
03
RQTEa
THIS DETAIL. APPLIES TO STRAW, EXCELSIOR, COIR FIBER MAT AND PERMANENT SOIL REINFORCEMENT MAT
(PSGM) INSTALLATION AND AS DIRECTED.
STAPLES SHALL BE NO, 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES 11N LENGTH.
BAFFLE MATERIAL
1. INSTALL THREE(3) COIR FIBER
BAFFLES IN SILT BASINS AND SEDIMENT
DAMS AT DRAINAGE OUTLETS WITH A
SPACING OF 1/4 THE BASIN LENGTH.
2. TWO(2) COIR FIBER BAFFLES CAN BE
INSTALLED IN SILT BASINS AND DAMS
LESS THAN 20 FT. IN LENGTH WITH A
SPACING OF 1/3 THE BASIN LENGTH.
3. TOP HEIGHT OF COIR FIBER BAFFLES
SHALL NOT BE BELOW BASE OF SPILLWAY
ELEVATION.
F
TRASH RACK-7
0 \ -k, 1
H
17 - Z__� �"_R ". �.
TEE -RISER SECTION ' OVERFLOW SPILLWAY
Q. NZ
MUST BE CONSTRUCTED
N NATURAL.. GROUND)
1 5p
ca
> I-
LU OUTLET PIPE
U)
ANTI -FLOTATION
>_
(CLASS 8 STONE) (SC
1/4" THICK SQUARE STEEL PLATE.
(WELDED TO TEE SEGTIONp
<
PROFILE VIEW
ECONCRETE GROUT
X1
(SQUARE DIM.)
ALTERNATE ANTI-FLOTATIO,IN METHOD
No I (0 S C,,' A L
ca GO
< <
<
B_
ocl
LL _j FLOW
0 0 B
1< LL
CC
<
CAI? Ft-- , 6 < SEDIMENT CONTROL STONE
0 UD
z I Cc
A r A
I_: >
LLI
0
LL
0
1-4
Stople Check
Poltern
0
< Z
<
Stople
4
Z
nW,RAM
C
0
FE
d
Cc
rt
smON
..Illm.mmmmm:mmm.11 0mmilow ro0000mmm so IONOWrb
0Oaooa0111aaMO111018mowloMMilOR—
0 ENRON moffl.
01101111111 3:113:04010 a mmooml:mmomnm low _.F.'
SECURE BOTTOM OF BAFFLE
To GROUND WITH 12" STAPLES AT 12" MAXIMUM SPACING BAFFLE MATERIAL 0
LL
cs
Uj
LL.
I x X I U.
x
11 GAUGE
a GO
LANDSCAPE
STAPLE Ix x
1. 1.
X < LU
0
Z
U.
2" 7�7 C0
0 0
STEEL POST 2'-0" DEPTH <
0
BAFFLE MATERIAL SHALL BE SECURED
TO THE BOTTOM AND SIDES OF BASIN
1 D USING 1 2" LAN SCAPE STAPLES
1640.01
STRUCTURAL STC
PLAN
2/3 CHANNEL
WIDTH
MIN r_1
NOTES,
STOCKPILE HEIGHT TO NOT EXCEED 15'
SILT Ff,Ke
#4RSA LAYOUT SHOWN IS SUGGESTED:. HOWEVER,
OT,Ell LAYOUTS MAY BE USED PROVIDED OPENINGS
IN.
TEE -RISER
TRASH RACK DETAIL
z
Hy
HH C, C-D
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OU < CC U -
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INOT TO SCALL�
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NOTES
USE CLASS B EROSION CONTROL STONE <
FOR STRUCTURAL STONE. LLI
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
0
U_
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< Ci
Ea H
ED _j
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<
11 MIN
1 1
12
H 2
110, D
fn �E +Mq hB n ff 2
IL
SECTION B-B
TYPICAL STOCKPILE DETAIL (Mrs)
1633.01
EXISTING GRADE
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
BODDIE-NOELL ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802
Contact
PHONE: [phone]
LIJ
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"mill"
Lay Watson
an 20 2022 8:48 AM
REVISIONS
NO. DATE
1 12.17.2021 OWNER COMMENTS
2 1. 20.2022 NCDEQ RESUBMISSION #1
3
4
5
6
PLAN INFORMATION
PROJECT NO.
2021110321
FILENAME
2021110321-ECD1
CHECKED BY
RW
DRAWN BY
WHM
SCALE
N/A
DATE
12.20.2022
SHEET
EROSION CONTROL
DETAILS
C6.04
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

I SUB 1 BYPASS
Point
North i ng
Easting
1
2221420.49
804317.81
2
2221574.80
804147.74
3
2221643.91
804217.00
4
1 2221704.68
804151.08
5
2221855.53
804301.42
6
2221794.74
804368.18
7
2221642.85
804535.81
�,' lG /'///-' "", / ---- -------- ------------------
-N.)
---------
AREA = 2.07 AC
Alk,
A& \ \ \\\
AA
3
FUTURE DEVELOPMENT
PIN 2820147256
AREA = 0.66 AC
FUTURE IMPERVIOUS AREA = 0.55 AC*
SUB 2
AREA = 0.11 AC
GRAPHIC SCALE
0 10 20 40
N1 inch = 20 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
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DA,��As
Y'll" �'.j 11A
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
BODDIE-NOELL ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802
Contact
PHONE: [phone]
F
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............
SEAL
Ray Watson
Jan 20 2022 8:56 AM
REVISIONS
NO. DATE
1 12.17.2021 OWNER COMMENTS
2 1.20.2022 NCDEQ RESUBMISSION #1
3
4
5
6
PLAN INFORMATION
PROJECT NO. 2021110321
FILENAME
2020110321-POST
CHECKED BY
RW
DRAWN BY
KEG
SCALE
1"=20'
DATE
12.20.2022
SHEET
POST DEVELOPMENT DRAINAGE
AREA & BUILT UPON AREA MAP
C9.05