20150610 Ver 1_More Info Received_20150729

Homewood, Sue
From:
Cahoon, Steve <Steve.Cahoon @duke - energy.com>
Sent:
Wednesday, July 29, 2015 3:00 PM
To:
Homewood, Sue
Cc:
Bailey, David E SAW
Subject:
RE: Rail widening
Attachments: Dan-River -Steam-Station-Hopkins-Rail Grading E and Sl_2015- 07- 20.pdf; DWR
Comments and response.docx
Hi Sue,
As you requested attached is a drawing and a word document addressing your questions below regarding the rail
extension project. Please contact me if you have any other questions need any further information.
Steve
From: Homewood, Sue rmailto :sue.homewoodCa)ncdenr.govI
Sent: Wednesday, July 08, 2015 5:05 PM
To: Cahoon, Steve
Cc: Bailey, David E SAW
Subject: Rail widening
* ** Exercise caution. This is an EXTERNAL email. DO NOT open attachments or click links from
unknown senders or unexpected email. * **
Steve,
A couple questions /issues on this application:
For the question about impervious surfaces on Page 8, typically road fill is considered impervious because it is
compacted and there is no vegetation. The stormwater management plan would most likely be that stormwater runs
off the rail line as diffuse flow down the vegetated shoulders and is treated through that process before it reaches
streams or wetlands.
I'd like to see more detail about how the stream will be protected during construction of the fill slopes that are
immediately adjacent to the streams. We have found that working that close to a stream, on a steep slopes, often
compromises the stream bank and /or impacts the stream from sediment loss during construction. Can you provide a
narrative, or more detailed drawings about work in this area. Maybe a more detailed construction sequence. When
I've had similar projects working so close to a stream, I've suggested that the stream be dewatered, so if there is
inadvertent impact it is easily contained and repaired /removed without the stream being impacted. Would that be
something that Duke would be willing to consider in these areas?
Lastly, at the northern culvert the stream takes a 90 degree bend immediately upon exiting the culvert. This is usually a
recipe for long term instability of the stream. Can we discuss some options for that area such as re- alignment of the
stream, or angling the culvert, or other ideas you may have.

For the question about impervious surfaces on Page 8, typically road fill is considered impervious
because it is compacted and there is no vegetation..) he �t.ot.a ! rr�,t,bervit.b is area, based o r �atlt cta d ballast
t "�t pr € €.t €5 1.8 „ acres, V - i h ss- ..d n td5 to 19"10 i the t t , d . x t.i€b^ area
c.
The stormwater management plan would most likely be that stormwater runs off the rail line as diffuse
flow down the vegetated shoulders and is treated through that process before it reaches streams or
wetlands. M..irhng i..raaffling, the streams ;,,, be protected from se(:,btme r,,ta4. or,,, by llsta llil g site fer,,ce ar,,d
rt cle, t.t. :i is art.b ir,,d the e r,,dre Irmrt.s of disc. irbanr,,ce Coir fiber ti,rcn(.bC,,es ;,,, be hnstanlled rr. toe of slope
ditches to 1s sser. flow le,o( Ft :;-s ar,, catch arw sediment After c r,, x .F ..ic- tr X11 er.( s, s easr s be
st.a: biiited with the ., bse of erosio , co e�tr e r iat- s Cs c-�( / " e ta r The slopes viii be seeded with caz
e os o . co :tro m x-h..i e a ,,d covered e with h..i "f rehnforcemerft i ati.! g The matt:` ,,g a . d v""geta!C. o . ti,i
p€eve€te€ix €i€� I n. n treat the � €�. �i €t€ to - t� € €[.k� t h x”: _ Refer to th e attached x e € Ie €t C in
.Fi.b „yFt.b €, l.i.bx "t i.tr P-sn .s ("J. ".. E, -,'1 0,Yf ^`Y).
I'd like to see more detail about how the stream will be protected during construction of the fill slopes
that are immediately adjacent to the streams. We have found that working that close to a stream, on a
steep slopes, often compromises the stream bank and /or impacts the stream from sediment loss during
construction. Can you provide a narrative, or more detailed drawings about work in this area. Maybe a
more detailed construction sequence. When I've had similar projects working so close to a stream, I've
suggested that the stream be dewatered, so if there is inadvertent impact it is easily contained and
repaired /removed without the stream being impacted. Would that be something that Duke would be
willing to consider in these areas? As disc .i.a.aed above, the st.F e ar tier,, be protected ted d �..i g- g- a
i.tpF:.r a't. or,, ,s . €I f..t €roc! t.F tr.s tk. streams tx .
w th . the immediate work area tie be d tiea t ed (see attached s^ d e .t. a . d erosior,, co ,,t o ,F., .sl,
cs . , . , 11
e ct ft m ,ipst E c tf the c s t dt r area ear be p..i ped cl , ir,,d the work n e c Water from
w€thi. th.'s it c ei„st € t r[ ttcI(a€ )cs
€ [ [t.1i to (, t.x(, ic' gE[.g € €.t. t.1 the .x t.E 's. ca[i (See .x €.'s'.(. `,.,,
Lastly, at the northern culvert the stream takes a 90 degree bend immediately upon exiting the
culvert. This is usually a recipe for long term instability of the stream. Can we discuss some options for
that area such as re- alignment of the stream, or angling the culvert, or other ideas you may have. The
x _ °- ze� of 1 nra�_e ee� C e sbze� brrs r s be ;fr.tnt .. - ". rr c ..dslett (see attached NV..ire Impacted Stream
ci
�rl ". t. will rrr i ". protected t. "_C r C.. rbr - l "� ".t. .11..aC

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2 3 4 5
SHEET INDEX
0
14 ft� DUKE
IF ENERGY
7 8 9
EROSION AND SEDIMENT CONTROL PLANS
RAILROAD EXTENSION,
HOPKINS PROPERTY
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
SHEET
SHEET TITLE
C -100
COVER SHEET
C -101
SITE EXISTING CONDITIONS
C -102A
PROPOSED GRADING 1
C -102B
PROPOSED GRADING 2
C -102C
PROPOSED GRADING 3
C -103A
INITIAL EROSION AND SEDIMENT CONTROLS 1
C -103B
INITIAL EROSION AND SEDIMENT CONTROLS 2
C -103C
INITIAL EROSION AND SEDIMENT CONTROLS 3
C -104
INITIAL EROSION AND SEDIMENT CONTROLS DRAINAGE AREAS
C -105A
INTERIM EROSION AND SEDIMENT CONTROLS 1
C-1 05E3
INTERIM EROSION AND SEDIMENT CONTROLS 2
C -105C
INTERIM EROSION AND SEDIMENT CONTROLS 3
C -106
INTERIM EROSION AND SEDIMENT CONTROLS DRAINAGE AREAS
C -107A
FINAL STABILIZATION 1
C -107B
FINAL STABILIZATION 2
C -107C
FINAL STABILIZATION 3
C -108
DETAILS 1
C -109
DETAILS 2
C -110
SPECIFICATIONS
2 3
MAY 2015
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,t 'PROPERTY LINE
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REV.
CONTACT INFO:
OWNER:
DUKE ENERGY CAROLINAS, LLC
550 SOUTH TRYON STREET
CHARLOTTE, NC 28201
ENGINEERING AND ENVIRONMENTAL FIRM:
ARCADIS US., INC.
30 PATEWOOD DRIVE, SUITE 155
GREENVILLE, SC 29615
SURVEYOR:
LDSI, INC
508 WEST 5TH #125
CHARLOTTE, NC 28202
TITLE COVER SHEET
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION
ROCKINGHAM, NORTH CAROLINA
FOR
E&SC PLAN
SCALE: AS SHOWN
DES:
JWH
DUDEDWG TYPE:
DFTR:
JWH
JOB NO: HA100261.0000
CHKD:
JH
ENERGY.
DATE: 5/2015
ENGR:
CM
ARCADIS FILENAME:
APPD:
DWG SIZE
DRAWING NO.
REVISION
ARCH D
"X36"
C-100
24
9
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102 -A
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105 -A
107 -A
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7 8
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EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT INFORMATION
THIS EROSION AND SEDIMENT CONTROL (E &SC) PLAN ADDRESSES THE TREE CLEARING, EARTHWORK, AND ASSOCIATED ACTIVITIES FOR THE
EXPANSION OF THE EXISTING RAILROAD GRADE AND INSTALLATION OF TRACKS ON THE HOPKINS PROPERTY. THE TOTAL DISTURBED AREA
COVERED BY THIS E &SC PLAN IS APPROXIMATELY 9.3 ACRES.
THE MAJOR ASPECTS OF THE WORK ASSOCIATED WITH THIS PROJECT INCLUDE EXCAVATION AND FILLING OF SOIL, THE INSTALLATION OF
RAILROAD SUBGRADE, TRACKS AND BALLAST, THE GRADING FOR A LOADING AREA, AND EXPANSION OF AN EXISTING SITE ROAD.
THIS E &SC PLAN DEPICTS THE EXISTING SITE CONDITIONS, PROPOSED GRADES, AND PROPOSED LOCATIONS OF E &SC MEASURES. SHEETS IN
THE 103 SERIES CONTAIN E &SC MEASURES PRIOR TO OR IMMEDIATELY AFTER CLEARING. SHEETS IN THE 105 SERIES CONTAIN E &SC
MEASURES PRIOR TO OR IMMEDIATELY AFTER GRADING. SHEETS IN THE 107 SERIES CONTAIN THE FINAL STABILIZATION MEASURES. THE
PLAN WAS BASED ON SITE TOPOGRAPHIC MAPS DEVELOPED BY AERIAL IMAGERY. FINAL GRADES AND LOCATIONS OF E &SC MEASURES ARE
SUBJECT TO CHANGE BASED ON FIELD CONDITIONS AND IN ACCORDANCE WITH THE ENGINEER'S RECOMMENDATIONS.
EROSION AND SEDIMENT CONTROL MEASURES
THE EROSION AND SEDIMENT CONTROL MEASURES PROPOSED FOR THIS PORTION OF THE PROJECT COVERED BY THE E &SC PLAN INCLUDES:
1. SILT FENCE (TO BE INSTALLED DOWN -SLOPE OF CLEARING AREAS THAT DO NOT DRAIN TO THE EXISTING SECONDARY POND)
2. EXISTING SECONDARY SEDIMENT POND
3. COIR FIBER WATTLE
4. ROAD STABILIZATION
5. CONCRETE PAVEMENT
6. TURF REINFORCING MAT
7. PERMANENT SEEDING
PROJECT SEQUENCE
THE FOLLOWING PROJECT SEQUENCE SHALL BE FOLLOWED:
1. OBTAIN PLAN APPROVAL AND PERMITS BEFORE BEGINNING WORK
2. PERFORM LIMITED CLEARING TO ALLOW INSTALLATION OF SILT FENCE
3. INSTALL SILT FENCE
4. PLACE APPROPRIATE E &SC MEASURES AROUND AREAS WHERE CULVERTS ARE TO BE EXTENDED
5. STREAM TO BE DEWATERED PRIOR TO CULVERT INSTALLATION. SEE DETAILS 7 AND 8
6. EXTEND CULVERTS
7. PERFORM GRADING AND ROAD WIDENING
8. INSTALL INTERIM EROSION AND SEDIMENT CONTROLS
9. INSTALL PERMANENT SEEDING AND TURF REINFORCING MAT
MAINTENANCE PLAN
THE MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL THE SITE IS STABILIZED OR UNTIL A FUTURE E &SC PLAN IS IN PLACE TO SUPERSEDE
THIS PLAN. THE SITE ENGINEER OR CONTRACTOR PROJECT MANAGER (OR REPRESENTATIVE) SHALL BE RESPONSIBLE FOR OBSERVATION
/
UNNAMED STREAM CENTERLINE AND MONITORING OF THE E &SC MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE E &SC MEASURES.
1. ALL E &SC DEVICES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND AFTER EACH RAINFALL EVENT THAT EXCEEDS 1/2 INCH
WITHIN A 24 -HOUR PERIOD. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY.
%'! i;; 2. ALL TEMPORARY DEVICES SHALL BE REMOVED ONCE THE WORK IS COMPLETE AND THE AREA STABILIZED TO 70% COVER (MINIMUM)
WITH VERIFICATION FROM NCDENR.
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REV DATE JOB NO. PROJECT TYPE DES DFTR CHKE ENGR APPD
T! 1 5 -03 -15 HA100261.0000 E &SC PLAN MC MC JWH
2 7 -10 -15 HA100261.0000 E &SC PLAN MC MC JWH
�,1i�n,�1111,1111 3 7 -20 -15 HA100261.0000 E &SC PLAN MC MC JWH
I� I
4 5 6
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DESCRIPTION
REVISED PER NCDNR COMMENTS
MINOR MODS TO STREAM ESC
ADDED STREAM DEWATERING NOTE
I
7
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V 0340'51 -V:m
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Va ARCADIS
REV.
"461
N� L
LEGEND:
EXISTING SURFACE ELEVATION CONTOUR
FEMA 100 YEAR FLOODPLAIN
(ZONE AE, APPROXIMATE ELEVATION: 647.0')
– STREAMS
WETLANDS
PROPERTY LINE
SURFACE WATER FLOW
LOD LIMIT OF DISTURBANCE
NOTES:
1. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
BY REAL -TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS AND
PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE
SYSTEM.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR PLANNING
ONLY. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE VERIFIED WITH THE
INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT
REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH MAY
AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA IN ROCKINGHAM COUNTY, NORTH CAROLINA. REFERENCE
COMMUNITY PANEL NUMBER: 45007CO283E DATED: SEPTEMBER 29, 2011
5. AMEC FOSTER WHEELER HAS COMPLETED FIELDWORK FOR DELINEATION OF
JURISDICTIONAL WATERS AND THEIR FINDINGS IN THE VICINITY OF THE PROJECT
ARE REFLECTED IN THESE PLANS. THESE FEATURES ARE PRELIMINARY AND ARE
PENDING VERIFICATION BY THE U.S. ARMY CORPS OF ENGINEERS.
6. SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY LDSI OF CHARLOTTE,
NC. BASED ON THE NORTH AMERICAN 1983 HORIZONTAL DATUM AND NORTH
AMERICAN 1988 VERTICAL DATUM.
0 150 300
SCALE IN FEET
TITLE SITE EXISTING CONDITIONS
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
FOR E&SC PLAN
SCALE: AS SHOWN DES: JWH
[DUKE DWG TYPE: DFTR: JWH
r JOB NO: HA100261.0000 CHKD: JWH
ENEne%/ W719 DATE: 7/2015 ENGR: CM
FILENAME: APPD:
DWG SIZE DRAWING NO. REVISION
ARCH D
24 "X36" C-1 01 3
110
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CORRESPONDING SHEETS:
102 -B
103 -B
105 -B
107 -B
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REV DATE JOB NO. PROJECT TYPE DES DFTR CHKE ENGR APPD
T! 1 5 -03 -15 HA100261.0000 E &SC PLAN MC MC JWH
2 7 -10 -15 HA100261.0000 E &SC PLAN MC MC JWH
�,1i�n,�1111,1111 3 7 -20 -15 HA100261.0000 E &SC PLAN MC MC JWH
I� I
4 5 6
I I I
DESCRIPTION
REVISED PER NCDNR COMMENTS
MINOR MODS TO STREAM ESC
ADDED STREAM DEWATERING NOTE
I
7
I
SEAL
V 0340'51 -V:m
i
Va ARCADIS
REV.
"461
N� L
LEGEND:
EXISTING SURFACE ELEVATION CONTOUR
FEMA 100 YEAR FLOODPLAIN
(ZONE AE, APPROXIMATE ELEVATION: 647.0')
– STREAMS
WETLANDS
PROPERTY LINE
SURFACE WATER FLOW
LOD LIMIT OF DISTURBANCE
NOTES:
1. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
BY REAL -TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS AND
PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL REFERENCE
SYSTEM.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR PLANNING
ONLY. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE VERIFIED WITH THE
INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT
REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH MAY
AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA IN ROCKINGHAM COUNTY, NORTH CAROLINA. REFERENCE
COMMUNITY PANEL NUMBER: 45007CO283E DATED: SEPTEMBER 29, 2011
5. AMEC FOSTER WHEELER HAS COMPLETED FIELDWORK FOR DELINEATION OF
JURISDICTIONAL WATERS AND THEIR FINDINGS IN THE VICINITY OF THE PROJECT
ARE REFLECTED IN THESE PLANS. THESE FEATURES ARE PRELIMINARY AND ARE
PENDING VERIFICATION BY THE U.S. ARMY CORPS OF ENGINEERS.
6. SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY LDSI OF CHARLOTTE,
NC. BASED ON THE NORTH AMERICAN 1983 HORIZONTAL DATUM AND NORTH
AMERICAN 1988 VERTICAL DATUM.
0 150 300
SCALE IN FEET
TITLE SITE EXISTING CONDITIONS
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
FOR E&SC PLAN
SCALE: AS SHOWN DES: JWH
[DUKE DWG TYPE: DFTR: JWH
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(ZONE AE, APPROXIMATE ELEVATION: 647.0')
— — STREAMS
WETLANDS
PROPERTY LINE
SURFACE WATER FLOW
LOD LIMIT OF DISTURBANCE
NOTES:
1. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
BY REAL -TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS
AND PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL
REFERENCE SYSTEM.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR
PLANNING ONLY. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE
VERIFIED WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT
REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH
MAY AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA IN ROCKINGHAM COUNTY, NORTH CAROLINA. REFERENCE
COMMUNITY PANEL NUMBER: 45007CO283E DATED: SEPTEMBER 29.2011
5. AMEC FOSTER WHEELER HAS COMPLETED FIELDWORK FOR DELINEATION OF
JURISDICTIONAL WATERS AND THEIR FINDINGS IN THE VICINITY OF THE PROJECT
ARE REFLECTED IN THESE PLANS. THESE FEATURES ARE PRELIMINARY AND ARE
PENDING VERIFICATION BY THE U.S. ARMY CORPS OF ENGINEERS.
6. SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY LDSI OF CHARLOTTE,
NC. BASED ON THE NORTH AMERICAN 1983 HORIZONTAL DATUM AND NORTH
AMERICAN 1988 VERTICAL DATUM.
0 60 120
SCALE IN FEET
TITLE PROPOSED GRADING 1
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
FOR
E&SC PLAN
SCALE: AS SHOWN
DES:
JWH
. DUKE DWG TYPE:
DFTR:
JWH
JOB N0: HA100261.0000
CHKD:
JWH
���
ENE �
DATE: 5/2015
ENGR:
CM
FILENAME:
APPD:
DWG SIZE
DRAWING NO.
REVISION
ARCH D
24 "X36"
C -10 2 A
2
10
1
I
DESCRIPTION
REVISED PER NCDNR COMMENTS
MINOR MODS TO STREAM ESC
SEAL -
\
Va ARCADIS
_� tif�hl�+l • �� -��
REV.
D N J
LEGEND:
r'-'n EXISTING SURFACE ELEVATION CONTOUR
FEMA 100 YEAR FLOODPLAIN
(ZONE AE, APPROXIMATE ELEVATION: 647.0')
— — STREAMS
WETLANDS
PROPERTY LINE
SURFACE WATER FLOW
LOD LIMIT OF DISTURBANCE
NOTES:
1. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
BY REAL -TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS
AND PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL
REFERENCE SYSTEM.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR
PLANNING ONLY. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE
VERIFIED WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT
REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH
MAY AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA IN ROCKINGHAM COUNTY, NORTH CAROLINA. REFERENCE
COMMUNITY PANEL NUMBER: 45007CO283E DATED: SEPTEMBER 29.2011
5. AMEC FOSTER WHEELER HAS COMPLETED FIELDWORK FOR DELINEATION OF
JURISDICTIONAL WATERS AND THEIR FINDINGS IN THE VICINITY OF THE PROJECT
ARE REFLECTED IN THESE PLANS. THESE FEATURES ARE PRELIMINARY AND ARE
PENDING VERIFICATION BY THE U.S. ARMY CORPS OF ENGINEERS.
6. SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY LDSI OF CHARLOTTE,
NC. BASED ON THE NORTH AMERICAN 1983 HORIZONTAL DATUM AND NORTH
AMERICAN 1988 VERTICAL DATUM.
0 60 120
SCALE IN FEET
TITLE PROPOSED GRADING 1
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
FOR
E&SC PLAN
SCALE: AS SHOWN
DES:
JWH
. DUKE DWG TYPE:
DFTR:
JWH
JOB N0: HA100261.0000
CHKD:
JWH
���
ENE �
DATE: 5/2015
ENGR:
CM
FILENAME:
APPD:
DWG SIZE
DRAWING NO.
REVISION
ARCH D
24 "X36"
C -10 2 A
2
10
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REV DATE JOB NO. PROJECT TYPE DES DFTR CHKC ENGR APPD
1 5 -03 -15 HA100261.0000 E &SC PLAN MC MC JWH
2 7 -10 -15 HA100261.0000 E &SC PLAN MC MC JWH
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1 I 111 II1I I1 1111 IIII v _, vv v� � v v v v v 1
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- �, II,II(1 111 I i 111 1111111 111111111111 II III ill II 1111 1 \� 11111 IIII Illh `111 IIII I Il, 1111111111 1111 1 I � I I II / 11111111 11!� r %., ,',''n,
A I n1 1111 11 / 11 11 u1 u „ II i i' /'l i' //i i1 11' 11
I 11 I 'I II 111111 111111 II \ 111111 111 I III I 11 II II / /// '/ / \111 1 111 ' 111
ill 111, 111 . I I 11 1 11 III II' III 1 I I II II \ / I II 111 I I i� III 111 11 I I I I II // / // / / II 1
l lI I II I X111111 II I I II 11j1 IIII IIII 111 II II 111 II II II II I I II I IIII / / /// II I I I' _
_ II I I III 1 11 I I II II II 1111 ,II II 11111 II I I I II II .IIII ll 11 r ll l / II II II II I / l�1 '1 (l\ .
�_� \ / , _ 111 IIII Ili I I IIII IIII 1111 1111 IIII IIII 1111 (IIII II 1111 II / III IIII III IIII III IIII 1 \.1111 IIII I11� IIII I 1111 ll l/ llllll /, l 1, , II IIII 11111,1 1 ,/l / //l l' // �\�\
II I //
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vO '�wAIIIV —��— _(1, 1i / 1 II1,, I I 11 III 1111' III III II I 111111 V, II ,II, 1111 Ii 111 II „II ,/ 1111111,111 11111'1 II IIII IIII (IIII /lI , Il l /ice. II '1111 1111111111111° 'III � Il — ;w�
;1 HOPKINS PROPERTY
11 I II 1 1111 1j11 11111111111 111 III 11111,11,1111 I I , II , Ill I I I I 111 I 1 II I I ll / II Irl �1 —_
vv vv v A - I I .III III 111111 IIII II II 1 I II III II II 11 III III 111111 ; ; 1 �� 1 II I I II yI �' it I.. -- '�
Ovv vv v ,111 I. I I 111 111 11 III II 11,111 111 III III ,III IIII ''ll' I I "II I !1,'111 1111111 II "��/ II I II ,III "I 111 A 111 1111,, I I II� I -_/ -- �, .
, I l I II ur 1 III 1 SILT FENCE ROCK OUTLET.
vA vvVA. vA A v- - -- I 11V 1' I I I 1 1I 1 1111 II III II 11 1111111 ,11 1111111 "II '111 '' „ IIII , I II I ,I,I , I I I ; I 111111 11111 ,11 I I 1 1 A � /
SILT FENCE ROCK OUTLET. DRAINAGE AREA: 0.26 AC
.vA��� v�Jv�v I � � � 1 111 I'; I II 1111 1111 1111 111 1111 11 I III 1111 I 1 1 ,III IIII III 111 1111 A l A , , 1 u„ I,II 1111 I,I I �'11 - -- v vvv . v��� v
v" y�v Qvv / 1 'III I„ 1 I 1111 1111 II 11 1 11 IIII 1j11 111 1111 111 1/11 II 1 II 1 \l l - ` �� v� �.yv v, vvvvvv
DRAINAGE AREA: 0.16 AC
vvy vv.�, 1 / � I 1 I' II 111 111111 IIII I I I I II vv / 1 II II II I �v v'v A vy vvv` -�
``vvv`vvv IIII'; I 11 1 111 I III 111 1111,1111111111 /11111,1111A IIII IIV1 1 � I j11111” 1'11111 I v ` "11 ” vA`v v vvv � `vvvv` ��;�
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DUKE PROPERTY I vv v
V��vJ�vvvv � ( , ;', /, I I I II 1 111 111111111 IIII
1 1111111111111 11111111111 Ill ll llAV1111 AIA 11 / II IIII�I I 11 :_�...VA Vv`vv AvAA �v�vv.v ���.�� ���
.O \ \\.J Il. I 111 111 1
I II I I I I I
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III,, 1II 1, II, I „I I III II �� , IIII / 1 I \1 \1 III \ l „x'1111 rll,,
II 11 u 1 l I l /lull'11 rl 11 \ \ \ \\ ; \ COIR FIBER WATTLE.
\ \ \ \. ,� \�. �' ,:.� •� . I I 111 I 1 I 1 I 1 IIII 'Il' II "II I III 'I ' II'I IIII 1'1'1''11 l Illl /11 / I'Il 111 1 \� \\
1 l l 11 1 II , ,111 1j11 1111 111 1111 I I 1 ,,,1,111 , I � l , , , „ 1 „ \ \ \ \ , \ __, \ DRAINAGE TO SECONDARY ASH POND.
/ I II11 IIII III / 11 , 11 1 \ \ \ I I r \ \ \ , \ \ \ \ \ \ \ \ \ , \
' SPACED EVERY 100FT
III 1111 IIII � , I ; 1111 1111 111 / IIII 1 111 1 \ \ \ `/ Ill IIII 'III I. � '.. \ \ I I \ \ \ \ \ \ \ \ ` ` \ \ \ \ \ \ \ \`:
111 I I nl , DRAINAGE AREA. 3.28
fill ,,I I 11 1 I � � III I II 1 II 11 1, 1� �'. \ J � \ \\ ` \\ \. \ \ \ \, '_ __���
,'I I /I I 11 I 1 III j1I I ll,l rll l I, 11 III 1 I \ \ I 1 I1,' l'r '. � , \\ \\ `\ \ \\ \� \ \ \ \\ \ \\
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\\
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v ♦� .,vvv` v 11111 III vv v vvvvvvv �ij1 U I rr„ ll,,ll,r,lrl /l, v1 v :.:v 1 v v ,v_� /lr,' I I II !,�11�'v�� - _ /,l1 �� rill.
� �� vvv II 11I 1 I,I � I 1 �,, Il v A AvVvAvv vvv ,.�;;__- 1(..I � 1 1111111 /l T ll,j1, I I '� � 1 r ,-• `� ll / -- I 1I AA vvv,; I, _;,' , ll '� , / l DRAINAGE AREA' 0 15 AC.
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♦ � � .v v v vvv „ „ v vvv vv � - —_- - - - -- /l l , n 9 / I r, ..vv yv a /, - - - -- -- -- - � � __.
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1 ` � 1 '•� � _ �� � � —__ _
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SILT FENCE ROCK OUTLET. —
DRAINAGE AREA: 0.48 AC
F
II
II
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I 1 1
2 3 4
1 1 1
DRAINAGE AREA: 0.37 AC
RO
c�
, II
,III
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\ l
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_ SILT FENCE ROCK OUTLET.
- DRAINAGE AREA: 0.71 AC
SILT FENCE ROCK OUTLET.
DRAINAGE AREA: 0.14 AC
/ - _
SILT FENCE ROCK OUTLET.
-- DRAINAGE AREA: 0.51 AC
SILT FENCE ROCK OUTLET.
DRAINAGE AREA: 0.42 AC
SILT FENCE ROCK OUTLET.
DRAINAGE AREA: 0.07 AC
SILT FENCE ROCK OUTLET.
DRAINAGE AREA: 0.14 AC
SILT FENCE ROCK OUTLET.
DRAINAGE AREA: 0.09 AC
SILT FENCE ROCK OUTLET.
DRAINAGE AREA: 0.15 AC
EXISTING SURFACE ELEVATION CONTOUR
FEMA 100 YEAR FLOODPLAIN
(ZONE AE, APPROXIMATE ELEVATION: 647.0')
STREAMS
WETLANDS
PROPERTY LINE
SURFACE WATER FLOW
LIMIT OF DISTURBANCE
13 13
SILT FENCE
O
ROCK OUTLET
O
COIR FIBER WATTLE
DRAINS TO SECONDARY ASH POND
0 100
I
SCALE IN FEET
-A-
-C
m
TITLE EROSION AND SEDIMENT CONTROLS
DRAINAGE AREAS
RAILROAD EXTENSION, HOPKINS PROPERTY -F
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
FOR E&SC PLAN
SEAL SCALE: AS SHOWN DES: JWH
DUKEDWG TYPE: DFTR: JWH
:r1
JOB N0: HA100261.0000 CHKD: JWH
ENERGY.
DATE: 5/2015 ENGR: CM
34 FILENAME: APPD:
REV DATE JOB NO. PROJECT TYPE DES DFTR CHKC ENGR APPD DESCRIPTION � •�F► Q:. �
1 5 -03 -15 HA100261.0000 E &SC PLAN MC MC JWH REVISED PER NCDNR COMMENTS ����P `- �;G��,��1 DWG SIZE DRAWING NO. REVISION
ARCH D C-104
1
24 "X36"
5 6 7 8 9 110
I I I I I I

—q-
-C,
E
F
1
3
1
3
E
3 COIR FIBER WATTLE
0
D
II.
RO i
<o
0
r
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C i
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II
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0
/ O I
\ / RO
I SRO
SILT FENCE ROCK OUTLET.
\` 0
0
R
I I
pli <oo
5h\I(
III
LI.
II- --- r
CFW
COIR FIBER WATTLE
(i SPACED EVERY 100 FT
0
STREAM CHANNEL TO BE
DEWATERED PRIOR TO
\ CULVERT INSTALLATION 8
O l
j \
O ` SILT FENCE ROCK OUTLET.
� 2
r
\I \
.� SILT FENCE
° � 0
o �\
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DIVERSION DITCHES
0
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7
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CFW
p
CFW � �\
O
\ SILT FENCE IN THIS SECTION FOR \
<a CFW
CLEARING ACTIVITIES. EXCAVATION IN
\ THIS AREA WILL SLOPE TOWARD TRACKS. \
THIS SILT FENCE MAY BE REMOVED ONCE /
<o \ CFW EXCAVATION BEGINS
0
< °o cFW \
o /
CFW
i
s
<o \
o ,
CFW \ COIR FIBER WATTLE
SPACED EVERY 100 FT
J
<OQ \ CFW 0
580
J V\
\RO v J
CFW I
po
CFW
0
570 `0
o �
CFW
\ o
REV DATE JOB N0. PROJECT TYPE DES DFTR CHK ENGR APPD
1 5 -03 -15 HA100261.0000 E &SC PLAN MC MC JWH
2 7 -10 -15 HA100261.0000 E &SC PLAN MC MC JWH
5 6
SEAL
1
1
I
/
/
03"M t:
DESCRIPTION J
REVISED PER NCDNR COMMENTS
�ip�F'yGl��
MINOR MODS TO STREAM ESC i�;r''l fk
Ifoill.
7 8
C2 ARCADIS
REV.
�J
N
LEGEND:
EXISTING SURFACE ELEVATION CONTOUR
FEMA 100 YEAR FLOODPLAIN
(ZONE AE, APPROXIMATE ELEVATION: 647.0')
STREAMS
\ WETLANDS
PROPERTY LINE
SURFACE WATER FLOW
LOD LIMIT OF DISTURBANCE
NOTES:
1. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
BY REAL -TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS
AND PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL
REFERENCE SYSTEM.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR
PLANNING ONLY. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE
VERIFIED WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT
REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH
MAY AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA IN ROCKINGHAM COUNTY, NORTH CAROLINA. REFERENCE
COMMUNITY PANEL NUMBER: 45007CO283E DATED: SEPTEMBER 29, 2011
5. AMEC FOSTER WHEELER HAS COMPLETED FIELDWORK FOR DELINEATION OF
JURISDICTIONAL WATERS AND THEIR FINDINGS IN THE VICINITY OF THE PROJECT
ARE REFLECTED IN THESE PLANS. THESE FEATURES ARE PRELIMINARY AND ARE
PENDING VERIFICATION BY THE U.S. ARMY CORPS OF ENGINEERS.
6. SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY LDSI OF CHARLOTTE,
NC. BASED ON THE NORTH AMERICAN 1983 HORIZONTAL DATUM AND NORTH
AMERICAN 1988 VERTICAL DATUM.
0 60 120
SCALE IN FEET ,
TITLE INTERIM EROSION AND SEDIMENT
CONTROLS 1
—A-
-C
RAILROAD EXTENSION, HOPKINS PROPERTY —F
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
FOR E&SC PLAN
SCALE: AS SHOWN DES: JWH
DUKEDWG TYPE: DFTR: JWH
JOB N0: HA100261.0000 CHKD: JWH
ENERGY. DATE: 5/2015 ENGR: CM
FILENAME: APPD:
DWG SIZE DRAWING NO. REVISION
ARCH D
24 "X36" C —10 5 A 2
10
SILT FENCE
Ro
ROCK OUTLET
0
COIR FIBER WATTLE
>— >— > —> —> —>
PROPOSED DITCH
NOTES:
1. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
BY REAL -TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS
AND PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL
REFERENCE SYSTEM.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR
PLANNING ONLY. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE
VERIFIED WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT
REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH
MAY AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA IN ROCKINGHAM COUNTY, NORTH CAROLINA. REFERENCE
COMMUNITY PANEL NUMBER: 45007CO283E DATED: SEPTEMBER 29, 2011
5. AMEC FOSTER WHEELER HAS COMPLETED FIELDWORK FOR DELINEATION OF
JURISDICTIONAL WATERS AND THEIR FINDINGS IN THE VICINITY OF THE PROJECT
ARE REFLECTED IN THESE PLANS. THESE FEATURES ARE PRELIMINARY AND ARE
PENDING VERIFICATION BY THE U.S. ARMY CORPS OF ENGINEERS.
6. SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY LDSI OF CHARLOTTE,
NC. BASED ON THE NORTH AMERICAN 1983 HORIZONTAL DATUM AND NORTH
AMERICAN 1988 VERTICAL DATUM.
0 60 120
SCALE IN FEET ,
TITLE INTERIM EROSION AND SEDIMENT
CONTROLS 1
—A-
-C
RAILROAD EXTENSION, HOPKINS PROPERTY —F
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
FOR E&SC PLAN
SCALE: AS SHOWN DES: JWH
DUKEDWG TYPE: DFTR: JWH
JOB N0: HA100261.0000 CHKD: JWH
ENERGY. DATE: 5/2015 ENGR: CM
FILENAME: APPD:
DWG SIZE DRAWING NO. REVISION
ARCH D
24 "X36" C —10 5 A 2
10

2 3 4 5 6 7 8
I I I I I I I
/ / ,' ; / /' / /' / - - N
//' ______
/' / /' ,' / ,' / ; / / / / /' / / / / / , / ''
// /' // _ - -- -/ // /' /' / / / ; / / / / / , / / �Z CFW /' ; /' ,' /' / /' /// ; ,/ / ; - �A � "o 00 - APPROX. LIMIT OF CLEARING:
/ / // / / / // vv , " I 9.3 ACRES TOTAL.
/ / / / / / / ,' / ,' ,/
/ ' v \ \
/ / v
/ / / =5 a �>
/' ,' /' / /' / /' I/ / /' ; ,/ , /(,. DIVERSION DITCHES •,\ ,
I , / / / / / / / / ' / / / / / ' / V A A
/ - -, / /,/// / , / // / / o
ff / / //
/ / , / / / / / / / / / / , / / Ivv v v v ! CFW Oj
, / / ' / / , / / , / / / / / ' / / / I Ivv ` A v O
/ \ \ 0 401/404 PERMITS ARE IN PROGRESS FOR THIS AREA.
, / / / ' ' ,/'1 1 I 1 \ \\ \ ` ' ADDITIONAL BMPS WILL BE DEVELOPED ALONG WITH THE 401/404 PERMITS.
_ '/ / _ ' ' ' ' I �� \o STREAM CHANNEL TO BE
/ / // / / /,' / ' /' ' / ; // / I I _��' v \v_ vv °� THE BMP DETAILS INCORPORATED INTO THE 401/404 PERMITS WIL BE SUBMITTED
/ / � /' / I I I DEWATERED PRI
/ / �j / / / / ; r/ _ `v `v °o \ ALONG WITH PROPOSED FILL GRADES TO THIS PLAN ONCE THE 401/404 PERMITTING
1 CULVER ALLATION 8
/ / , / / / / I I I I��vvvI v
, / / / // , , -11 1, 1, I A� y `
(,,7,,, 0 IS COMPLETE.
-A- - - - - -, ,' Q� 2 SILT FENCE ROCK OUTLET o c RO
// , , / / .. v v v vA p
/ / /' ,' / / / / / I /' ' / ' 1 / / ' I 1 I I I I I 1 I I I IJ� .1 `O O
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/ / / / / , / / / / / / / / / / / 1 v vv ��� v v
/ , 0 / / / / ' / / / / / / / / ' / /i' 1 11vJvvv v y CFW �O
/ / / / / / / / ' / / / / / / //„ /' vvv vv v
\\ \\\ \
/ / / I 1 1 1 ?� SILT FENCE ROCK OUTLET. 2
/ / / /,
/ / / / / , v vvv v
/ / / / / / / ' ' / / ' / / / / /' / /' / ' / //' 1 1 vv vvv v O
/ / / / / I 1 1 I v, " � yv O
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/ / / / / / / // // - I I vvvv 0 0
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// / / // ,' / , / / // / , / / / / / , / , /,,, '/ I I I I I I I �� ��v' �i
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/ / / / / / ' / / / / / ,' / / / / / ; I /' /' / / I I I I 1 1 I I 1 I 11 v v" v
STABILIZE OUTFACE OF
/ / / , , / / / / , / / / / / , /'' __ -1 11 I I 1 I I I I v�v��v CFW
, /, I I v, EXISTING CULVERT 6
/ /, / , / / , I I I I I I ��.v I I
/ / / / , , / , , , / / ,. / / / / I / / / / / .. / v v v ' � 1
,/ // / I / , / // / / ,/ / / / / / / , / / / / / I 1 I I 1 I 1, I I 1 1, 1, 1 1 I 11 v v O11 Op 0
/ / / / / / / / / , / / / / / If / / ' /// . / I 1 I I I I I I I I I I I I I I I I I � 11
/ / / / / / , , / / /' / / / / / /' /' / 1 1 1 1 I I I
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EXISTING SURFACE ELEVATION CONTOUR
FEMA 100 YEAR FLOODPLAIN
(ZONE AE, APPROXIMATE ELEVATION: 647.0')
STREAMS
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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm m m IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm PROPERTY LINE
SURFACE WATER FLOW
LOD LIMIT OF DISTURBANCE
1. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
BY REAL -TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS
AND PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL
REFERENCE SYSTEM.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR
PLANNING ONLY. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE
VERIFIED WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT
REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH
MAY AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA IN ROCKINGHAM COUNTY, NORTH CAROLINA. REFERENCE
COMMUNITY PANEL NUMBER: 45007CO283E DATED: SEPTEMBER 29, 2011
5. AMEC FOSTER WHEELER HAS COMPLETED FIELDWORK FOR DELINEATION OF
JURISDICTIONAL WATERS AND THEIR FINDINGS IN THE VICINITY OF THE PROJECT
ARE REFLECTED IN THESE PLANS. THESE FEATURES ARE PRELIMINARY AND ARE
PENDING VERIFICATION BY THE U.S. ARMY CORPS OF ENGINEERS.
6. SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY LDSI OF CHARLOTTE,
NC. BASED ON THE NORTH AMERICAN 1983 HORIZONTAL DATUM AND NORTH
AMERICAN 1988 VERTICAL DATUM.
0 60 120
,
SCALE IN FEET
TITLE INTERIM EROSION AND SEDIMENT
CONTROLS 2
SILT FENCE
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1. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
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AND PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL
REFERENCE SYSTEM.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
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PLANNING ONLY. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE
VERIFIED WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT
REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH
MAY AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA IN ROCKINGHAM COUNTY, NORTH CAROLINA. REFERENCE
COMMUNITY PANEL NUMBER: 45007CO283E DATED: SEPTEMBER 29, 2011
5. AMEC FOSTER WHEELER HAS COMPLETED FIELDWORK FOR DELINEATION OF
JURISDICTIONAL WATERS AND THEIR FINDINGS IN THE VICINITY OF THE PROJECT
ARE REFLECTED IN THESE PLANS. THESE FEATURES ARE PRELIMINARY AND ARE
PENDING VERIFICATION BY THE U.S. ARMY CORPS OF ENGINEERS.
6. SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY LDSI OF CHARLOTTE,
NC. BASED ON THE NORTH AMERICAN 1983 HORIZONTAL DATUM AND NORTH
AMERICAN 1988 VERTICAL DATUM.
0 60 120
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SCALE IN FEET
TITLE INTERIM EROSION AND SEDIMENT
CONTROLS 2
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SILT FENCE ROCK OUTLET.
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SILT FENCE ROCK OUTLET.
DRAINAGE AREA: 0.51 AC
SILT FENCE ROCK OUTLET.
DRAINAGE AREA: 0.07 AC
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I
P�1
SILT FENCE ROCK OUTLET.
DRAINAGE AREA: 0.26 AC
SILT FENCE ROCK OUTLET.
DRAINAGE AREA: 0.16 AC
SILT FENCE ROCK OUTLET.
DRAINAGE AREA: 0.12 AC
LEGEND:
z
-A-
-B-
rarr,�
EXISTING SURFACE ELEVATION CONTOUR
FEMA 100 YEAR FLOODPLAIN
(ZONE AE, APPROXIMATE ELEVATION: 647.0')
STREAMS
�,',',`,- .- . -.`W -j WETLANDS
iiiiiiiiiiiiiiiiiillli iiiiiiiii iiiiiiiii iiiiiiiiiiiiiiiiiillli PROPERTY LINE
SURFACE WATER FLOW
LOD
LIMIT OF DISTURBANCE
13 13
SILT FENCE
(9
ROCK OUTLET
0
COIR FIBER WATTLE
1.7:7\n /_Telfm *110r9:10rN:8 ZoZy:(*1l1gm:og
DRAINAGE TO SECONDARY POND
DRAINAGE TO DIVERSION DITCH
0 100 200
I ;
SCALE IN FEET
TITLE EROSION AND SEDIMENT CONTROLS
-C
m
<
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION -F
ROCKINGHAM COUNTY, NORTH CAROLINA
FOR E8cSC PLAN
SEAL SCALE: AS SHOWN DES: JWH
� DUKE DWG TYPE: DFTR: JWH
•' �' JOB NO: HA100261.0000 CHKD: JWH
- - = -1 V. ENERGY.
"� 7r DATE: 5/2015 ENGR: CM
� "� ,���I'�°� ARCADIS
J 34l� 9 • FILENAME: APPD:
REV DATE JOB NO. PROJECT TYPE DES DFTR CHKC ENGR APPD DESCRIPTION ,. .E` �*
1 5 -03 -15 HA100261.0000 E &SC PLAN MC MC JWH REVISED PER NCDNR COMMENTS �i��' .N4 . , . DWG SIZE DRAWING NO. REVISION
�f «I� 1 ��`\ 24"X36" C-106 1
2 3 4 5 6 7 8 9 110
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ON ALL PROPOSED SLOPES 4
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580 - _ �° _ �, �, ., 34d��1 �u� ARCADIS
REV DATE JOB NO. PROJECT TYPE DES DFTR CHKE ENGR APPD DESCRIPTION r •• tc+
1 5 -03 -15 HA100261.0000 E &SC PLAN MC MC JWH REVISED PER NCDNR COMMENTS `- �K.(���`
2 7 -10 -15 HA100261.0000 E &SC PLAN MC MC JWH MINOR MODS TO STREAM ESC
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LEGEND:
EXISTING SURFACE ELEVATION CONTOUR
FEMA 100 YEAR FLOODPLAIN
(ZONE AE, APPROXIMATE ELEVATION: 647.0')
STREAMS
WETLANDS
PROPERTY LINE
SURFACE WATER FLOW
LOD LIMIT OF DISTURBANCE
13 13 SILT FENCE
Ps PERMANENT SEEDING
Rh TURF REINFORCING MAT
— '— ' —' —' —' PROPOSED DITCH
NOTES:
1. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
BY REAL -TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS
AND PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL
REFERENCE SYSTEM.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR
PLANNING ONLY. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE
VERIFIED WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT
REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH
MAY AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA IN ROCKINGHAM COUNTY, NORTH CAROLINA. REFERENCE
COMMUNITY PANEL NUMBER: 45007CO283E DATED: SEPTEMBER 29, 2011
5. AMEC FOSTER WHEELER HAS COMPLETED FIELDWORK FOR DELINEATION OF
JURISDICTIONAL WATERS AND THEIR FINDINGS IN THE VICINITY OF THE PROJECT
ARE REFLECTED IN THESE PLANS. THESE FEATURES ARE PRELIMINARY AND ARE
PENDING VERIFICATION BY THE U.S. ARMY CORPS OF ENGINEERS.
6. SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY LDSI OF CHARLOTTE,
NC. BASED ON THE NORTH AMERICAN 1983 HORIZONTAL DATUM AND NORTH
AMERICAN 1988 VERTICAL DATUM.
0 60 120
I �
SCALE IN FEET
TITLE FINAL STABILIZATION 1
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
FOR
E&SC PLAN
SCALE: AS SHOWN
DES:
JWH
DUKEDWG TYPE:
DFTR:
JWH
JOB N0: HA100261.0000
ENERGY.
CHKD:
JWH
DATE: 5/2015
ENGR:
CM
FILENAME:
APPD:
DWG SIZE
DRAWING NO.
REVISION
ARCH D
24 "X36"
C —10 7 A
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UNNAMED STREAM CENTERLINE
Va ARCADIS
REV.
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D N
—A—
LEGEND: —B—
EXISTING SURFACE ELEVATION CONTOUR
FEMA 100 YEAR FLOODPLAIN
(ZONE AE, APPROXIMATE ELEVATION: 647.0')
STREAMS
�_ .I..IIII`,- -� WETLANDS
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm m m IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIm PROPERTY LINE
SURFACE WATER FLOW
LOD
LIMIT OF DISTURBANCE
13 ­113
SILT FENCE
Ps
PERMANENT SEEDING
Rh
TURF REINFORCING MAT —C
PROPOSED DITCH
1. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
BY REAL -TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS
AND PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL
REFERENCE SYSTEM.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR
PLANNING ONLY. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE
VERIFIED WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT
REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH
MAY AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA IN ROCKINGHAM COUNTY, NORTH CAROLINA. REFERENCE
COMMUNITY PANEL NUMBER: 45007CO283E DATED: SEPTEMBER 29, 2011
5. AMEC FOSTER WHEELER HAS COMPLETED FIELDWORK FOR DELINEATION OF
JURISDICTIONAL WATERS AND THEIR FINDINGS IN THE VICINITY OF THE PROJECT
ARE REFLECTED IN THESE PLANS. THESE FEATURES ARE PRELIMINARY AND ARE
PENDING VERIFICATION BY THE U.S. ARMY CORPS OF ENGINEERS.
6. SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY LDSI OF CHARLOTTE,
NC. BASED ON THE NORTH AMERICAN 1983 HORIZONTAL DATUM AND NORTH
AMERICAN 1988 VERTICAL DATUM.
0 60 120
I 1 ,
SCALE IN FEET
TITLE FINAL STABILIZATION 2
09011
<
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION —F
ROCKINGHAM COUNTY, NORTH CAROLINA
EBcSC PLAN
10
SCALE: AS SHOWN
DES:
JWH
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JOB NO: HA100261.0000
CHKD:
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ENErmk'%"a% YO
DATE: 5/2015
ENGR:
CM
FILENAME:
APPD:
DWG SIZE
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REVISION
ARCH D
C 7 B
2
24 "X36"
—10
10

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' / , ,\ \\\ v \, vvv v , /,'/
- -- , ' '''" DATE JOB NO PR DESCRIPTION
' ' - _ \\ - "/ ,///// / /'' I REV PROJECT TYPE DES DFTR CHKE ENGR APPD D TIO
' ' , '' ' ,/" ;- '" - \\ // " ' _- ' I 1 5 -03 -15 HA100261.0000 E &SC PLAN MC MC
- \, -- ", " "// ,/ /` I JWH REVISED PER NCDNR COMM[
/ , I I" , _ ,
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I I I I
2 3 4 5
I
7
Va ARCADIS
REV.
J
D N
LEGEND:
r'-'!' EXISTING SURFACE ELEVATION CONTOUR
FEMA 100 YEAR FLOODPLAIN
(ZONE AE, APPROXIMATE ELEVATION: 647.0')
1�r -=Ill
-,- - - � WETLANDS
PROPERTY LINE
SURFACE WATER FLOW
LOD LIMIT OF DISTURBANCE
13 13 SILT FENCE
Ps PERMANENT SEEDING
Rh TURF REINFORCING MAT
PROPOSED DITCH
1. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
BY REAL -TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS
AND PROCESSED USING NORTH CAROLINA GEODETIC SURVEY VIRTUAL
REFERENCE SYSTEM.
2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR
PLANNING ONLY. ACTUAL LOCATION, SIZE OR DEPTH OF LINE SHOULD BE
VERIFIED WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION.
3. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE COMMITMENT
REPORT. LDSI, INC. DOES NOT CLAIM THAT ALL MATTERS OF RECORD WHICH
MAY AFFECT THE SUBJECT PROPERTY ARE SHOWN HEREON.
4. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY FEMA IN ROCKINGHAM COUNTY, NORTH CAROLINA. REFERENCE
COMMUNITY PANEL NUMBER: 45007CO283E DATED: SEPTEMBER 29, 2011
5. AMEC FOSTER WHEELER HAS COMPLETED FIELDWORK FOR DELINEATION OF
JURISDICTIONAL WATERS AND THEIR FINDINGS IN THE VICINITY OF THE PROJECT
ARE REFLECTED IN THESE PLANS. THESE FEATURES ARE PRELIMINARY AND ARE
PENDING VERIFICATION BY THE U.S. ARMY CORPS OF ENGINEERS.
6. SURVEY AND TOPOGRAPHICAL INFORMATION PROVIDED BY LDSI OF CHARLOTTE,
NC. BASED ON THE NORTH AMERICAN 1983 HORIZONTAL DATUM AND NORTH
AMERICAN 1988 VERTICAL DATUM.
0 60 120
1
SCALE IN FEET
TITLE FINAL STABILIZATION 3
0901i
-A-
-C
m
<
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION -
ROCKINGHAM COUNTY, NORTH CAROLINA F
EBcSC PLAN
10
SCALE: AS SHOWN
DES:
JWH
If
,.DUKE DWG TYPE:
DFTR:
JWH
JOB N0: HA100261.0000
CHKD:
JWH
%1-1
ENEM%J��
DATE: 5/2015
ENGR:
CM
FILENAME:
APPD:
DWG SIZE
DRAWING NO.
REVISION
ARCH D
C- I 0 7 C
1
24 "X36"
10

-C-
-E-
-F-
2 3 4 5 6 7 8 9
I I I I I I I I
1 8' max. standard strength fabric with wire fence
6' max. extra strength fabric without wire fence
Steel
post ... _ _,._...:."
or
Cross - Section
View
Filter
Steel fabric Backfill trench Natural
post / and compact ground
thoroughly
�. min °• � �►
24" mm
Table 6.62a Maximum Slope Slope Length (ft)
Maximum Area tit')
Slope Length and Slope for C2% 100
Wire
which Sediment Fence i5 2 to 5% 75
7.500
fence
5.000
10 to 20% 25
2.500
>20% 15
Natural
Table 6.62b Specifications For Sediment Fence Fabric
ground
Supported'
Un- Supported' Type of
test Matc+.a' -1-:, Set Fence
S!1 Fence Va _e
8" down .& 4"
• - - • -
Mace' ^e D ­<I on 400
forward along
(D)
24"
the trench
450 MAW
(90)
(90)
Filter
0.05 MARV
/Apparent Open:ng Sad ASTM D 41S1 mm 0.60
fabric
Cross - Section
View
Filter
Steel fabric Backfill trench Natural
post / and compact ground
thoroughly
�. min °• � �►
24" mm
Table 6.62a Maximum Slope Slope Length (ft)
Maximum Area tit')
Slope Length and Slope for C2% 100
10,000
which Sediment Fence i5 2 to 5% 75
7.500
Applicable 5 to 10% 50
5.000
10 to 20% 25
2.500
>20% 15
1.500
Table 6.62b Specifications For Sediment Fence Fabric
Temporary Silt Fence Material Property Requirements
Supported'
Un- Supported' Type of
test Matc+.a' -1-:, Set Fence
S!1 Fence Va _e
Grab S7e'-;;. ASTM D 4632 N; oa
• - - • -
Mace' ^e D ­<I on 400
SW MARY
(D)
(90)
X -Mae e -no Dred on 400
450 MAW
(90)
(90)
Perma-vny, ASTV D 4491 3ec -1 0.05
0.05 MARV
/Apparent Open:ng Sad ASTM D 41S1 mm 0.60
0.60 Max.ARV..
(US seve Q) (30)
(30)
% lo% after
UReviow su"Iy ASTM U 4355 Re1a'ned 50D„ of exposure
70% Stier
500h of exposure Typcal
StrengCl
Set Fence support si%m consst of 149&g* Beet w sr wtn a mes n spacing of 150 mm (6 - cnes), 0r prefa-.r'M1ed puyimer mes n of
equwateM sengtn.
'Tr*" ee'a. ,. va�_*s we based on emprrs evaence wmi a var" of sed.ment. For e- vronmentasy sent Ye areas, a rev** of
previous ex:,er,enoe ando r steor regonaty soK.* geote)oe test ,n amor(lance win Test 6letrwd D 5141 s xXW be Derfor.ned
by line agency b confirm sutabety of ruse requreme-ft.
'As measteeo in accordance wtn Test Matnod D 4632.
Pipe Outlet to Flat Area-
No Well-defined Channel
}
3d0 A
E do
CONSTRUCTION SPECIFICATIONS
MATERIALS:
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFIN OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE
6.62b. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS
OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE
RANGE OF 0 TO 120 DEGREES FAHRENHEIT.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB /LINEAR FT
MINIMUM STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE
THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING
THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FABRIC, USE WIRE
FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING
OF 6 INCHES.
CONSTRUCTION:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH
OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
EXCEED 24 INCHES ABOVE THE GROUND SURFACE. (HIGHER
FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO
CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT
TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS
ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT
A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT
POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS.
EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE
TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON
THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP
TIES SHOULD HAVE A MINIMUM 50 POUNDS TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A
MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN
SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING
DOES NOT REQUIRE WIRE MESH SUPPORT FENCE. SECURELY
FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR
PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE
STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8
INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND
UPSLOPE FROM THE BARRIER (FIGURE6.62a).
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE
OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER
FABRIC AND COMPACT. THOROUGH COMPACTION OF THE
BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
SILT FENCE DETAIL O
OS
PLAN SYMBOL
-mow
1. Check slots to be constructed per manufacturers specifications.
2. Staking or stapling layout per manufacturers specifications.
ai :,�41� •' ♦his. �iI *1 �i`''"
t
If there is a berm at the top of
placement for proper soil contact.
slope, anchor upslope of the berm.
Stapling pattern as Min. 2" ° °
overlap
- _Y ' Anchor in 6 "x6" min. Trench
,,r
per manufacturers,
and staple at 12" intervals.
recommendations.
F------� Min. 6" overlap.
0, f�.� fit.'
Staple overlaps
• - - • -
max. 5" spacing.
Do not stretch blankets /matting tight -allow
Bring material down to a level area,
turn the end under 4" and staple at 12"
the rolls to conform to any irregularities,
intervals.
For slopes less than 3H:1V, rolls
'a f4.-
may be placed in horizontal strips.
of shrubs, trees, etc. should occur after installation.
• *rid• ��
•r��f •i� C'.•! tie;
�m- 3``=
Filter
blanket
CAPACITY --10 -YEAR, PEAK RUNOFF OR THE DESIGN DISCHARGE OF THE
WATER CONVEYANCE STRUCTURE, WHICHEVER IS GREATER.
TAIL -WATER DEPTH -- DETERMINE THE TAIL -WATER DEPTH IMMEDIATELY
BELOW THE CULVERT OR PIPE OUTLET BASED ON THE DESIGN DISCHARGE.
THE RATIO OF TAIL -WATER DEPTH TO PIPE DIAMETER MUST BE
DETERMINED IN ORDER TO SELECT THE APPROPRIATE RIPRAP APRON OR
PLUNGE POOL DESIGN METHOD.
RIPRAP APRONS SIZE - -THE APRON LENGTH AND WIDTH CAN BE
DETERMINED ACCORDING TO THE TAIL -WATER CONDITION. IF THE WATER
CONVEYANCE STRUCTURE DISCHARGES DIRECTLY INTO A WELL- DEFINED
CHANNEL, EXTEND THE APRON ACROSS THE CHANNEL BOTTOM AND UP
THE CHANNEL BANKS TO AN ELEVATION OF 0.5 FOOT ABOVE THE MAXIMUM
TAIL -WATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS
(FIGURE 6.41C).
DETERMINE THE MAXIMUM ALLOWABLE VELOCITY FOR THE RECEIVING
STREAM, AND DESIGN THE RIPRAP APRON TO REDUCE FLOW TO THIS
VELOCITY BEFORE FLOW LEAVES THE APRON. CALCULATE THE APRON
LENGTH FOR VELOCITY CONTROL OR USE THE LENGTH REQUIRED TO
MEET STABLE CONDITIONS DOWNSTREAM, WHICHEVER IS GREATER.
GRADE -- ENSURE THAT THE APRON HAS ZERO GRADE. THERE SHOULD BE
NO OVERFALL AT THE END OF THE APRON; THAT IS, THE ELEVATION OF THE
TOP OF THE RIPRAP AT THE DOWNSTREAM END SHOULD BE THE SAME AS
THE ELEVATION OF THE BOTTOM OF THE RECEIVING CHANNEL OR THE
ADJACENT GROUND IF THERE IS NO CHANNEL.
ALIGNMENT - -THE APRON SHOULD BE STRAIGHT THROUGHOUT ITS ENTIRE
LENGTH, BUT IF A CURVE IS NECESSARY TO ALIGN THE APRON WITH THE
RECEIVING STREAM, LOCATE THE CURVE IN THE UPSTREAM SECTION OF
RIPRAP.
MATERIALS -- ENSURE THAT RIPRAP CONSISTS OF A WELL- GRADED
MIXTURE OF STONE. LARGER STONE SHOULD PREDOMINATE, WITH
SUFFICIENT SMALLER SIZES TO FILL THE VOIDS BETWEEN THE STONES.
THE DIAMETER OF THE LARGEST STONE SIZE SHOULD BE NO GREATER
THAN 1.5 TIMES THE D50 SIZE
THICKNESS - -MAKE THE MINIMUM THICKNESS OF RIPRAP 1.5 TIMES THE
MAXIMUM
STONE DIAMETER.
STONE QUALITY -- SELECT STONE FOR RIPRAP FROM FIELD STONE OR
QUARRY STONE. THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY
WEATHER- RESISTANT. THE SPECIFIC GRAVITY OF THE INDIVIDUAL STONES
SHOULD BE AT LEAST 2.5.
FILTER -- INSTALL A FILTER TO PREVENT SOIL MOVEMENT THROUGH THE
OPENINGS IN THE RIPRAP. THE FILTER SHOULD CONSIST OF A GRADED
GRAVEL LAYER OR A SYNTHETIC FILTER CLOTH. DESIGN FILTER BLANKETS
BY THE METHOD DESCRIBED IN PRACTICE 6.15, RIPRAP.
OUTLET STABILIZATION DETAIL O
Figure 6.17e Channel Installation and Slope Installation; Washington State Ecology Department
Longitudinal anchor Terminal slope and
trench channel anchor trench
Stc
i!
Initial channel
rol
Intermittent
anchor trench check slot
.eQ9 - ;­✓
"4
• o
NOTE:
1. Check slots to be constructed per manufacturers specifications.
2. Staking or stapling layout per manufacturers specifications.
Slope surface shall be smooth before
If there is a berm at the top of
placement for proper soil contact.
slope, anchor upslope of the berm.
Stapling pattern as Min. 2" ° °
overlap
- _Y ' Anchor in 6 "x6" min. Trench
,,r
per manufacturers,
and staple at 12" intervals.
recommendations.
F------� Min. 6" overlap.
Staple overlaps
max. 5" spacing.
Do not stretch blankets /matting tight -allow
Bring material down to a level area,
turn the end under 4" and staple at 12"
the rolls to conform to any irregularities,
intervals.
For slopes less than 3H:1V, rolls
Lime, fertilize, and seed before installation. Planting
may be placed in horizontal strips.
of shrubs, trees, etc. should occur after installation.
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION
EVEN IF PROPERLY DESIGNED, IF NOT PROPERLY INSTALLED, RECP'S WILL
PROBABLY NOT FUNCTION AS DESIRED. PROPER INSTALLATION IS
IMPERATIVE. EVEN IF PROPERLY INSTALLED, IF NOT PROPERLY TIMED AND
NOURISHED, VEGETATION WILL PROBABLY NOT GROW AS DESIRED.
PROPER SEED/VEGETATION SELECTION IS ALSO IMPERATIVE.
GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS
SMOOTH AND LOOSE. WHEN SEEDING PRIOR TO INSTALLATION, FOLLOW
THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS, AND
SEEDING IN SURFACE STABILIZATION, 6.1. ALL GULLIES, RILLS, AND ANY
OTHER DISTURBED AREAS MUST BE FINE GRADED PRIOR TO
INSTALLATION. SPREAD SEED BEFORE RECP INSTALLATION. ( IMPORTANT:
REMOVE ALL LARGE ROCKS, DIRT CLODS, STUMPS, ROOTS, GRASS
CLUMPS, TRASH, AND OTHER OBSTRUCTIONS FROM THE SOIL SURFACE TO
ALLOW FOR DIRECT CONTACT BETWEEN THE SOIL SURFACE AND THE
RECP.)
TERMINAL ANCHOR TRENCHES ARE REQUIRED AT RECP ENDS AND
INTERMITTENT TRENCHES MUST BE CONSTRUCTED ACROSS CHANNELS
AT 25 -FOOT INTERVALS. TERMINAL ANCHOR TRENCHES SHOULD BE A
MINIMUM OF 12 INCHES IN DEPTH AND 6 INCHES IN WIDTH, WHILE
INTERMITTENT TRENCHES NEED BE ONLY 6 INCHES DEEP AND 6 INCHES
WIDE.
INSTALLATION FOR SLOPES -- PLACE THE RECP 2 -3 FEET OVER THE TOP OF
THE SLOPE AND INTO AN EXCAVATED END TRENCH MEASURING
APPROXIMATELY 12 INCHES DEEP BY 6 INCHES WIDE. PIN THE RECP AT 1
FOOT INTERVALS ALONG THE BOTTOM OF THE TRENCH, BACKFILL, AND
COMPACT. UNROLL THE RECP DOWN (OR ALONG) THE SLOPE MAINTAINING
DIRECT CONTACT BETWEEN THE SOIL AND THE RECP. OVERLAP ADJACENT
ROLLS A MINIMUM OF 3 INCHES. PIN THE RECP TO THE GROUND USING
STAPLES OR PINS IN A 3 FOOT CENTER -TO- CENTER PATTERN. LESS
FREQUENT STAPLING /PINNING IS ACCEPTABLE ON MODERATE SLOPES.
TRM
PLAN SYMBOL
TURF REINFORCEMENT MAT DETAIL O
MIN.
4' -0' -0" MAX.
A
V-0" -i.-
A
ELEVATION - UP -SLOPE FACE
SECTION A -A
AASHTO #57 STONE
DW
TOP OF FENCE
AASHTO #57 STONE
RO
PLAN SYMBOL
NOTES:
1. WASHED STONE ( #57) TO BE REMOVED AND REPLACED ONCE IT BECOMES CLOGGED WITH
SEDIMENT.
2. SEDIMENT TO BE REMOVED WHEN ACCUMULATIONS REACH 1/3 HEIGHT OF SILT FENCE
3. THE KEY TO FUNCTIONAL ROCK OUTLETS IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE,
AND REGULAR SEDIMENT REMOVAL.
SILT FENCE ROCK OUTLET DETAIL ?
24" MAX.
CFW
PLAN SYMB(
COIR FIBER
NOTE: ALL E &SC'S MEET THE STANDARDS FROM THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL. REVISED MARCH 2009 (CHAPTERS 6 & 8 UPDATED IN MAY 2013).
REV DATE JOB NO. PROJECT TYPE DES DFTR CHKE ENGR APPD DESCRIPTION
Figure 6,21h Pormanont diversion iocatod
above a slope,
Steep cut
or fill
dope _a
sLOrt
ISOMETRIC VIEW
2 ' mitt top r
6" freeboard
I
2:1 dope
or flatter
PERMANENT DITCH DETAIL
1V LTA
01016] 1:11L611[01ZI&'iUxal;j[of_A1[01ZK
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES,
BRUSH, STUMPS, OR OTHER OBJECTIONABLE MATERIAL.
FILL AND COMPACT ALL DITCHES, SWALES, OR GULLIES
THAT WILL BE CROSSED TO NATURAL GROUND LEVEL OR
ABOVE.
2. JUST BEFORE PLACEMENT OF FILL, THE BASE OF THE
RIDGE SHOULD BE DISKED BY MACHINERY.
3. EXCAVATE, SHAPE, AND STABILIZE THE DIVERSION TO
LINE, GRADE, AND CROSS SECTION, AS REQUIRED IN THE
DESIGN PLAN (FIGURE 6.21 B)
4.COMPACT THE RIDGE TO PREVENT UNEQUAL
SETTLEMENT, AND TO PROVIDE STABILITY AGAINST
SEEPAGE.
5. VEGETATIVELY STABILIZE THE DIVERSION AFTER ITS
INSTALLATION.
MAINTENANCE
1. INSPECT PERMANENT DIVERSIONS AFTER EVERY
RAINFALL DURING THE CONSTRUCTION OPERATION.
2. IMMEDIATELY REMOVE ANY OBSTRUCTIONS FROM
THE FLOW AREA, AND REPAIR THE DIVERSION RIDGE.
3. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS
NEEDED. MAINTAIN THE VEGETATION IN A
VIGOROUS, HEALTHY CONDITION AT ALL TIMES.
O
NOTES:
WOODEN STAKE INSTALLATION:
1. USE A MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
2. USE 2 FT. WOODEN STAKES WITH A 2 IN BY 2 IN NOMINAL CROSS SECTION.
3. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND
SCOUR DITCH SLOPES AND AS DIRECTED.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE
EDGE OF PAVEMENT WATTLE TO BOTTOM OF DITCH.
STAPLE INSTALLATION:
5. PROVIDE STAPLES MADE OF 0.125 IN DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS
THAN 12 IN. LONG.
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH
END TO SECURE IT TO SOIL.
T INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE NCDOT STANDARD SPECIFICATIONS.
SEAL
11 of
.� V2 ARCADIS
11/ l
2 3 4 5 6 7 8 9
I I I I I I I I
INSET A
7SUT PPAKE EAKE
JL 3
INSET B
\ \ \ \ \ \ \ \ \\
)OWNSLOPE
TOP VIEW
DETAILS 1
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
i
FOR E&SC PLANS
SCALE: NOT TO SCALE DES: JWH
DUKEDWG TYPE: DFTR: JWH
ENERGY.
JOB N0: HA100261.0000 CHKD: JWH
IDATE: 5/2015 ENGR: CM
FILENAME: APPD:
DWG SIZE DRAWING NO. REVISION
ARCH D 1
24 "X36" C-108
110
I
-C-
m
<
-F-

-E-
-F-
NOTES:
1. REFER TO SHEET C -103A - C -103C FOR
ADDITIONAL BASEMAP INFORMATION.
DIRTY WATER
FILTER BAG
�i r# >, [63,01 l,� i W N 1TI :1
FILTER FABRIC
CLEAN SANDBAG (TYP.)
DISCHARGE HOSES WATER '`a+
PUMP
DIRTY
WATER
/ p PUMP INTAKE
HO.
A
B B' f
ff INTAKE
/ HOSE
CLEAN WATER OUTLET CLEAN WATER
(SEE DETAIL THIS SHEET) SANDBAG DIKE r
v
SEDIMENT SANDBAG DIKE
j WORK AREA
I
8
SEDIMENT
SANDBAG DIKE STREAM BED
CROSS SECTION B -B'
WORK AREA
PLAN VIEW
WORK AREA
r
1
TOP OF
BANK
A'
1 FLOW
SUMP HOLE OR POOL
TOP OF
BANK
CLEAN WATER
SANDBAG DIKE
CROSS SECTION A -A'
STREAM BYPASS SCHEMATIC DETAIL 7
NOT TO SCALE
I
2
IMPERVIOUS SHEETING
FLOW
LAY IMPERVIOUS
SHEETING UNDER
SANDBAGS
L \�
CLEAN WATER
DISCHARGE HOSE
FLOW
I_
SANDBAG (TYP.)
NOTE: C
1. PLACE DISCHARGE HOSE AND
ANCHOR IN CENTER OF VELOCITY
DISSIPATOR
10' MIN.
PLAN VIEW
VELOCITY DISSIPATOR
C
C.
z Z
7
� o
/
CLEAN WATER
DISCHARGE HOSE
I
C1 SANDBAG (TYP.)
FILTER FABRIC S TREAM BED
CROSS SECTION C -C'
CLEAN WATER OUTLET DETAIL 8
NOT TO SCALE
I
5
I I I
7 8 9
I I I
STREAM BYPASS & DEWATERING:
INSTALL BYPASS PUMPS AND SUPPORTING MEASURES TO DIVERT FLOW AROUND CULVERT.
COMPLETE IMPLEMENTATION OF SEDIMENT CONTROL MEASURES, BYPASS PRACTICES, AND ASSOCIATED CHANNEL
AND BANK CONSTRUCTION IN THE FOLLOWING SEQUENCE:
1. DO NOT START CONSTRUCTION ACTIVITIES, INCLUDING THE INSTALLATION OF EROSION AND SEDIMENT
CONTROL MEASURES, UNTIL ALL NECESSARY EASEMENTS AND /OR RIGHT -OF -WAYS HAVE BEEN ACQUIRED.
MARK ALL EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION.
2. INSTALL REQUIRED SEDIMENT AND EROSION CONTROL MEASURES. GAIN APPROVAL OF THE INSTALLED
MEASURES FROM ENGINEER AND THE SEDIMENT CONTROL INSPECTOR.
3. SITUATE SANDBAG DIKES AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA AS SHOWN ON
THE PLANS. PUMP STREAM FLOW (CLEAN WATER) AROUND THE WORK AREA. DISCHARGE (CLEAN WATER)
ONTO A STABLE VELOCITY DISSIPATER MADE OF RIPRAP OR SANDBAGS.
4. PUMP WATER FROM THE WORK AREA TO A SEDIMENT FILTERING MEASURE SUCH AS A DEWATERING BASIN,
SEDIMENT BAG, OR OTHER APPROVED SOURCE. LOCATE THE MEASURE SUCH THAT THE WATER DRAINS BACK
INTO THE CHANNEL BELOW THE SEDIMENT SANDBAG DIKE.
5. AVOID TRAVERSING A CHANNEL REACH WITH EQUIPMENT WHERE NO WORK IS PROPOSED. IF EQUIPMENT HAS
TO TRAVERSE SUCH A REACH FOR ACCESS TO ANOTHER AREA. USE TIMBER MATS OR SIMILAR MEASURES
TO MINIMIZE DISTURBANCE TO THE CHANNEL. USE TEMPORARY STREAM CROSSINGS ONLY WHEN NECESSARY
ONLY WHERE NOTED ON THE PLANS OR SPECIFIED.
6. INSTALL CULVERTS AS INDICATED BY THE PLANS. GRADE ALL BANKS IN ACCORDANCE WITH THE GRADING
PLANS AND TYPICAL CROSS- SECTIONS. STABILIZE ALL DISTURBED STREAM BANKS AT THE END OF EACH
WORK DAY WITH SEED AND MULCH OR SEED AND MATTING AS SHOWN ON THE PLANS.
7. PROVIDE ACCESS TO AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES UNTIL THE COUNTY
INSPECTOR APPROVES THEIR REMOVAL.
8. REGRADE AND REVEGETATE ALL DISTURBED AREAS AFTER CONSTRUCTION.
9. IF CHANNEL BED EROSION IS OCCURRING, INCREASE THE MATERIAL OR PLACEMENT SIZE OF THE OUTFALL
PROTECTION.
10. REMOVE AND REPLACE DAMAGED OR LEAKING SANDBAGS.
11. REMOVE OUTFALL PROTECTION MATERIALS AND GEOTEXTILE FROM THE CHANNEL AT THE COMPLETION OF
EACH CONSTRUCTION STAGE.
12. CHESTERFIELD WILL WITHHOLD PAYMENT EQUIVALENT TO ALL FINES RESULTING FROM NONCOMPLIANCE WITH
APPLICABLE REGULATIONS.
13. STAY WITHIN THE LIMITS OF THE DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE
WITHIN THE WORK AREA WHENEVER POSSIBLE.
EROSION AND SEDIMENT CONTROL SUMMARY:
1. ACCESS LOCATIONS SHALL BE AS SHOWN ON PLAN.
2. FIELD ADJUST PUMP AROUND PRACTICE LOCATIONS WITH APPROVAL FROM ENGINEER.
3. STABILIZE ANY DISTURBED AREA THE SAME DAY AS DISTURBANCE.
4. NO WORK SHALL OCCUR WITHIN THE CHANNEL DURING PERIODS OF "HIGH FLOW" AS DETERMINED BY THE ENGINEER.
5. STABILIZE ALL DISTURBED AREAS WITH EROSION CONTROL MATTING AS SHOWN AND SPECIFIED PRIOR TO THE
COMPLETION OF EACH WORK DAY. NO BARE SOIL SHALL BE LEFT EXPOSED EXCEPT DURING WORKING HOURS.
6. BEFORE EROSION CONTROL MATTING HAS BEEN PLACED, THE SPECIFIED GENERAL STABILIZATION MIX SHALL BE
INCORPORATED WITH THE NEWLY GRADED SUBSTRATE.
NOTE: ALL E &SC'S MEET THE STANDARDS FROM THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL. REVISED MARCH 2009 (CHAPTERS 6 & 8 UPDATED IN MAY 2013).
REV DATE JOB NO. PROJECT TYPE DES DFTR CHKE ENGR APPD DESCRIPTION
1 1 7 -20 -15 HA100261.0000 E &SC PLAN MC MC JWH ADDED STRM CHNL DETAILS
I
7
SEAL
TI TLE
DETAILS 2
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
IV00
FOR E&SC PLANS
ISCALE: NOT TO SCALE DES: JWH
DUKEIDWG TYPE: DFTR: JWH
JOB N0: HA100261.0000 CHKD: JWH
V2 ENERGY. ARCADIS DATE: 7/2015 ENGR: CM
FILENAME: APPD:
DWG SIZE DRAWING NO. REVISION
ARCH D 1
24 "X36" C-109
9 10
—C—
x
m
-F-

I I I
2 3 4
I I I
-F
I I I
2 3 4
I I I
1 1
5 6
I I
\ HERBACEOUS PLANTS- Seeding recommendations for immediate stab!lization /nurse crops
SOIL PREPARATION
Invasive
PROPER SOIL PREPARATION IS NECESSARY FOR SUCCESSFUL SEED GERMINATION AND ROOT ESTABLISHMENT. IT IS ALSO NECESSARY FOR ESTABLISHMENT OF
0°
ROOTED SPRIGS, SOD AND WOODY PLANTS. HEAVILY COMPACTED SOILS PREVENT AIR, NUTRIENTS AND MOISTURE FROM REACHING ROOTS THEREBY
1 year stabilization)
RETARDING OR PREVENTING PLANT GROWTH. THE SUCCESS OF SITE STABILIZATION AND REDUCTION OF FUTURE MAINTENANCE ARE DEPENDENT ON AN
Installation I Maintenance
ADEQUATELY PREPARED SOIL BED. FOLLOWING ARE THE REQUIREMENTS FOR PREPARATION OF AREAS TO BE VEGETATED BY GRASSING, SPRIGGING, SODDING,
Table 6.11.b
AND /OR PLANTING OF WOODY PLANTS:
Table 6.11..
GENERAL REQUIREMENTS:
without
1. PREPARATION FOR PRIMARY /PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALL CONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA
sll.d far
variety
IS COMPLETE. HOWEVER, IT MAY BE NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO COMPLETION OF CONSTRUCTION AND INSTALLATION OF UTILITIES.
NON - NATIVE SPECIES
2. A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL BE OBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR
SuNShade
PLANTED. RECOMMENDED FERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED INTO THE PREPARED AREAS AND BACKFILL MATERIAL PER THE
Riparian
TEST.
-B-
Other information,
Op'mal Planting Dates
3. ALL AREAS TO BE SEEDED OR PLANTED SHALL BE TILLED OR RIPPED TO A DEPTH SPECIFIED ON THE APPROVED PLANS, CONSTRUCTION SEQUENCE AND /OR
Introduced
CONSTRUCTION BID LIST. RIPPING CONSISTS OF CREATING FISSURES IN A CRISS -CROSS PATTERN OVER THE ENTIRE SURFACE AREA, UTILIZING AN IMPLEMENT
hosts-
THAT WILL NOT GLAZE THE SIDE WALLS OF THE FISSURES. SITE PREPARATION THAT DOES NOT COMPLY WITH THESE DOCUMENTS SHALL NOT BE ACCEPTABLE.
Piedmont Plaint
THE DEPTH OF SOIL PREPARATION MAY BE ESTABLISHED AS A RANGE BASED ON THE APPROVAL OF THE REVIEWING STATE OR LOCAL AGENCY. ONCE TILLED
Wetlands
OR RIPPED ACCORDING TO THE APPROVED PLAN, ALL AREAS ARE TO BE RETURNED TO THE APPROVED FINAL GRADE. PH MODIFIERS AND /OR OTHER SOIL
No
AMENDMENTS SPECIFIED IN THE SOIL TESTS CAN BE ADDED DURING THE SOIL PREPARATION PROCEDURE OR AS DESCRIBED BELOW.
commentary
4. ALL STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS, AND OTHER EXTRANEOUS MATERIALS THAT SURFACE DURING THE BED
Seeding Fertilization/
PREPARATION SHALL BE REMOVED AND STOCKPILED ON SITE FOR FUTURE REMOVAL.
A
AREAS TO BE SEEDED:
Native! Seeding Bates
5. TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MINIMUM DEPTH OF FOUR (4) INCHES. REMOVE STONES LARGER THAN THREE (3) INCHES ON ANY
coastal
SIDE, STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT SURFACE. IF NOT INCORPORATED DURING THE SOIL PREPARATION PROCESS, ADD PH
Coastal
MODIFIER AND FERTILIZERS AT THE RATE SPECIFIED IN THE SOIL TEST REPORT.
Invasive
6. RE- COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER. THE FINISHED GRADE SHALL BE A SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY
I
FINE TEXTURE. ALL RIDGES AND DEPRESSIONS SHALL BE REMOVED AND FILLED TO PROVIDE THE APPROVED SURFACE DRAINAGE. SEEDING OF GRADED AREAS
Introduced Ibsracm
IS TO BE DONE IMMEDIATELY AFTER FINISHED GRADES ARE OBTAINED AND SEEDBED PREPARATION IS COMPLETED.
-C
tolerant
Wetlands
AREAS TO BE SPRIGGED, SODDED, AND /OR PLANTED:
Yes or No
7. AT THE TIME OF PLANTING TILL OR DISC THE PREPARED AREAS TO A DEPTH OF FOUR (4) TO SIX (6) INCHES BELOW THE APPROVED FINISHED GRADE.
Other information, commentary
REMOVE ALL STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT SURFACE AND STOCK PILE ON
1 40 lbs
SITE FOR FUTURE REMOVAL. IF NOT INCORPORATED IN THE RIPPING PROCESS, ADD PH MODIFIER, FERTILIZER, AND OTHER RECOMMENDED SOIL AMENDMENTS.
11/1 - 4/30 8/15 - 4/15 8/15 - 4/15
8. RE- COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER AND PREPARE FINAL GRADES AS DESCRIBED ABOVE. INSTALL SPRIGS, SOD AND PLANTS AS
Yes
DIRECTED IMMEDIATELY AFTER FINE GRADING IS COMPLETE. MULCH, MAT AND /OR TACK AS SPECIFIED.
No
VEGETATION
bums
AVAILABILITY OF SEED AND PLANT MATERIALS IS AN IMPORTANT CONSIDERATION OF ANY CONSTRUCTION STABILIZATION EFFORT. THROUGHOUT NORTH
Crown Vetch Secungem varia 1
CAROLINA, CLIMATE, ECONOMICS, CONSTRUCTION SCHEDULE DELAYS AND ACCELERATIONS, AND OTHER FACTORS PRESENT DIFFICULT CHALLENGES IN
3/154/30 NR NR
SPECIFYING THE DIFFERENT VEGETATION NEEDED FOR SITE STABILIZATION. TO HELP RESOLVE THIS ISSUE, VEGETATIVE STABILIZATION REQUIRES
NR NR I Yes
CONSIDERATION IN THREE CATEGORIES:
Prefers neutral soils
9. IMMEDIATE STABILIZATION - NURSE CROP VARIETIES (NOTE: TEMPORARY MULCHING MAY BE UTILIZED FOR IMMEDIATE STABILIZATION IF OUTLINED ON THE
APPROVED PLANS AND CONSTRUCTION SEQUENCE.)
I
10. PRIMARY STABILIZATION -PLANT VARIETIES PROVIDING COVER UP TO 3 YEARS WITH A SPECIFIED MAINTENANCE PROGRAM
-D-
not recommended unless
Mix with 3 to 5 other seed
11. LONG TERM STABILIZATION - PLANT VARIETIES PROVIDING PROTECTIVE COVER WITH MAINTENANCE LEVELS SELECTED BY THE OWNER
I
AN ADEQUATE JOB IN ONE OF THESE AREAS DOES NOT GUARANTEE SUCCESS IN THE LATER PHASES. HORTICULTURAL MAINTENANCE MUST BE INCLUDED IN THE
drained
PLANS.
an acceptable altemative
NOTES:
NR
IMMEDIATE VEGETATIVE COVER WILL ALWAYS REQUIRE ADDITIONAL FERTILIZATION, SOIL AMENDMENTS, SOIL TESTS, OVERSEEDING AND /OR OTHER
sail drainage adaptations
HORTICULTURAL MAINTENANCE UNTIL PRIMARY VEGETATIVE COVER IS ESTABLISHED.
I
I Eastern Bottlebrush
WHERE PROVISIONS ARE MADE FOR REGULAR MAINTENANCE, PRIMARY VEGETATIVE COVER MAY BE THE END RESULT. AN EXAMPLE OF PRIMARY VEGETATIVE
drainage adaptations.
COVER BEING ACCEPTABLE AS AN END USE WOULD BE LAWNS IN RESIDENTIAL AND COMMERCIAL DEVELOPMENTS THAT ARE ESTABLISHED, MONITORED AND
I 30 be
COMPLIMENTED WITH REGULAR AND APPROVED HORTICULTURAL MAINTENANCE PRACTICES. (SEE EXAMPLE 6.11.A.)
11/1 - 4/30 8115 - 5/15 6/15 - 4/15
IN PROJECTS WHERE CONTINUAL MAINTENANCE WILL NOT BE PROVIDED OR SCHEDULED FOLLOWING THE PRIMARY STABILIZATION OF A PROJECT, LONG -TERM
Yes
STABILIZATION WILL BE NECESSARY. MAINTENANCE OF INITIAL AND LONG -TERM STABILIZATION CAN CEASE ONLY AFTER THE LONG -TERM COVER HAS
No
ESTABLISHED AND HARDENED TO LOCAL CLIMATIC CONDITIONS. MAINTENANCE OF LONG -TERM VEGETATION MUST BE INCLUDED IN THE PROJECT
Not water tolerant Mey be used I
CONSTRUCTION SEQUENCE AND ON THE APPROVED PLANS. EXAMPLES OF AREAS SUITABLE FOR LONG TERM VEGETATION INCLUDE ROADSIDES,
l
REFORESTATION AREAS, RESTORED FLOOD PLAINS, RESTORED RIPARIAN AREAS, PHASED CLOSING OF LANDFILLS, AND MINING RECLAMATIONS.
-E-
COMPLETE STABILIZATION REQUIRES USING AT LEAST TWO, AND MOST TIMES, ALL THREE VEGETATIVE PHASES. THE DESIGN PROFESSIONAL MUST CLEARLY
Bleckweli
COMMUNICATE THIS POINT IN THEIR SPECIFICATIONS, CONSTRUCTION SEQUENCE, AND IN DIRECT COMMUNICATIONS TO OWNERS AND INSTALLERS. THE CHARTS
I
IN TABLES 6.11.A THROUGH 6.11.D PROVIDE INFORMATION TO ASSIST THE DESIGN PROFESSIONAL IN THIS TASK. THE TABLES ARE NOT INCLUSIVE AND ARE
in wetlands that are no{
PRESENTED ONLY AS ALTERNATIVES. THE PROFESSIONAL IS EXPECTED AND REQUIRED TO PROVIDE DESIGN AND SPECIFICATIONS THAT COMBINE THE
KY 31 Tall Fescue S phoeni I
INFORMATION IN THE MANUAL WITH KNOWLEDGE OF THE PARTICULAR SITES AND THEIR CONSTRAINTS.
8/15 -5/1 9/1 -4/15 9130 - 3115
PLANTING
l
NR NR I Yes
12. SEED - PREPARE THE SEED BED AS DESCRIBED ABOVE IN SOIL PREPARATION. APPLY SEED AT RATES SPECIFIED ON THE PLANS, AND /OR AS RECOMMENDED
Acceptable for sodding
IN TABLES 6.11A -C OF THIS MANUAL, WITH A CYCLONE SEEDER, PROP TYPE SPREADER, DRILL, OR HYDROSEEDER ON AND /OR INTO THE PREPARED BED.
continuously saturated.
INCORPORATE THE SEED INTO THE SEED BED AS SPECIFIED. PROVIDE FINISHED GRADES AS SPECIFIED ON THE APPROVED PLAN AND CAREFULLY CULTI -PACK
mod. Shade
THE SEEDBED AS TERRAIN ALLOWS. IF TERRAIN DOES NOT ALLOW FOR THE USE OF A CULTIPACKER, THE APPROVED PLANS AND CONSTRUCTION SEQUENCE
that maintenance includes
MUST PROVIDE AN ALTERNATIVE METHOD OF LIGHTLY COMPACTING THE SOIL. MULCH IMMEDIATELY.
-F
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2 3 4
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1 1
5 6
I I
\ HERBACEOUS PLANTS- Seeding recommendations for immediate stab!lization /nurse crops
See Table
FenilizatioN
Invasive
Sea Table
0°
�+ (2 to 5 weeks for development; effectiveness goal: 6 months to
1 year stabilization)
Riparian Yes or
Installation I Maintenance
Omer information,
Table 6.11.b
Successful development depends on
Table 6.11..
NURSE CROP SPECIES
without
an ongoing maintenance program)
sll.d far
variety
FertilaatioN
limestone
NON - NATIVE SPECIES
Coa.ml
SuNShade
Warrenton /Common
Riparian
Yes or
Installation / Maintenance
Other information,
Op'mal Planting Dates
Optimal Plantiq I Dates
Introduced
...citing nW
hosts-
Mountains
Piedmont Plaint
Broadcast
Wetlands
FenlllzatioN
No
Considerations
commentary
ISwitchgrass
Seeding Fertilization/
N
A
By soil test
Native! Seeding Bates
limestone
coastal
Sun/Shad e
Coastal
Riparian
Invasive
Installation/ Maintenance
I
Common Name Botanical Name
Introduced Ibsracm
lbs/acre
Mountains Piedmont Plains
tolerant
Wetlands
Buffers
Yes or No
Considerations
Other information, commentary
lRye Grain Secale cereals
1 40 lbs
By soil test
11/1 - 4/30 8/15 - 4/15 8/15 - 4/15
Sun
Yes
Yes
No
Must be mown to reduce
bums
I
Crown Vetch Secungem varia 1
15 lbs By soil test
3/154/30 NR NR
Sun
NR NR I Yes
Highly competitive,
Prefers neutral soils
competitiveness with
soil drainage adaptations
I
I
(Virginia Wild Rye
Elymus virg/nicus N I By soil test 311-5/15 2/15-4/1 2115 -3/20 Sun & NR
not recommended unless
Mix with 3 to 5 other seed
that have similar soil
I
Permanent or long term
drained
I
an acceptable altemative
I
NR
12/1 -5/1 1/1 -5/1
sail drainage adaptations
I
I
I Eastern Bottlebrush
vegetation
drainage adaptations.
I W heat Tnticum aestiwm
I 30 be
By soil test
11/1 - 4/30 8115 - 5/15 6/15 - 4/15
Sun
Yes
Yes
No
Must be mown to reduce
Not water tolerant Mey be used I
I
l
may be required to obtain
Acceptable for sodding
I
Bleckweli
N
I
competitiveness with
in wetlands that are no{
I
KY 31 Tall Fescue S phoeni I
100 Ibs By soli test
8/15 -5/1 9/1 -4/15 9130 - 3115
Sun /
l
NR NR I Yes
If utilized, it is imperative
Acceptable for sodding
Permanent or long term
continuously saturated.
I
mod. Shade
It
that maintenance includes
drained
varieties that have similar
I
1
vegetation
I
I
(German Millet Solaria italics
I 10 lbs
By soil test
5111 - 9/30 5115 - 8/1 115 -8/14
Sun
Yes
Yes
No
Cry should be cut / disc
I
Not water tolerant. May be used I
I
l5 lbs By soil test
8/15 -5/1 NR NR
Sun
NR NR
Yes
ff utilized, it is imperative
Prefers neutml soils, highly
ppor to planting or
in wetlands that are not
I
Yes
Poorly
1. Seeding rates are for hulled seed unless otherwise noted.
that maintenance includes
Competitive, not recommended
ISwitchgrass
Panicum virpstum/
long term wqe lion
continuously saturated.
I
113rowntop Millet Urochloa ramose
I 10lbs
By soil test
5/11-9/305115-811--A/15-8/15
Sun
Yes
Yes
No
Crop should be cut / disc
I
Not water tolerant Mg be used I
I
5. Invasive designation as determined by the N.C. Exotic Pest Pant Council and N.C. Native Plant Society .
6. Sprigging is not recommended for immediate stabilization unless terrain is flat, heavymulch is applied and no other immediate stabilization method
Acceptable for sodding
prior to planting primary or
In wetlands that are not
I
Shade
NR NR I No
Not recommended for
Low growing, bunch grass
(Festuca longifolta)
long term vegetation
continuously saturated.
I
lSudangrass(hybrids) pryru(�sacghareturn
1 151be
By soil test
NR NR 4/15 -8/15
Sun
No
No
Yes
Crop should be cut /disc
I
Use only where Qlants and seed
I S. 6wolors7t romondi
1
that maintenance includes
recommended and should be
that have similar soil
I
Prior to planting primary or
can be Contained and Controlled. I
I
D
a containment plan
avoided unless an acceptable
12/1 -4/1 NR
Sun
NR
-
long term vegetation
drainage adaptations.
I
(Kobe Lespedeza Kummarowie stdala v. kobe
1 10 bill
By soil test
5/1 - 911 511 - 911 511 - 9/1
Sun
No
No
No
Consult qualified
I
Use In Coastal Plain
I
No
Re�gonds well to
I
I
I
Car�l//�rape
horticulturalist or extension
I
con lied burns. Mix with
I
I
rnl for over - seeding
I
with Primary cover
I
I
(Korean Lespedaza KummeroWa shpulame
1 10 be
By soil test
511 -9/1 511 -911 5/1 -9/1
Sun
No
No
No
Consult qualified
I
Use in Piedmont and
I
that hwee lmi ar soli
I
I
Andropogon gemrdil/
N
D
Bysoiltest
horticulturalist or extension
Mountains. May become
I
NR
Weill
No
drainage adaptations.
I
ISwitchgmm
����I(CcUm vimatum/
X t u
agent for over-seeding
invasive
1
I
I
I
I
12/14/15
1211 -411 12114/1
Sun
No
Pood`(
No
Responds "Ito
with primary Cover
I
I
I
I
NOTES:
1. Seeding rates are for hulled seed unless otherwise noted.
2. Fertilizer & Limestone - rates to be applied in absense of soils tests. Recommended applimbon rate assumes significantly disturbed site soils with little or no residual value.
3. NR means Species not recommended for this region or application area.
4. Invasive designation as determined by the N.C. Exotic Pest Pant Council and N.C. Native Plant Society .
5. Sprigging Is not recommended for immediate stabilization unless terrain is flat heavy mulch is applied and no other immediate stabilization method is practical.
o
o�
a
HERBACEOUS PLANTS - Seeding recommendations for primary stabilization
�+ Successfull development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program)
NATIVE SPECIES
Op' ;mal Plain lq l Dates
I 1 1
7 8 9
I I I
z
REV.
Y, HERBACEOUS PLANTS- Seeding recommendations for primary stabilization
See Table
FenilizatioN
Invasive
Sea Table
0°
Botanical
Botanical Name / Native / lety limestone Coastal SuNShade
Riparian Yes or
Installation I Maintenance
Omer information,
Table 6.11.b
Successful development depends on
planting date (effectiveness
goal: 6 mo. - 3 yrs.
without
an ongoing maintenance program)
sll.d far
variety
FertilaatioN
limestone
NON - NATIVE SPECIES
Coa.ml
SuNShade
Warrenton /Common
Riparian
Yes or
Installation / Maintenance
Other information,
Common Name
Optimal Plantiq I Dates
Introduced
...citing nW
hosts-
Mountains
Piedmont Plaint
Broadcast
Wetlands
Buffers
No
Considerations
commentary
ISwitchgrass
Seeding Fertilization/
N
A
By soil test
12/14/15
NR NR
Botanical Name / Native /
Rates limestone
Coastal
Sun/Shade
Riparian Invasive
Installation /Maintenance
I
Common Name Cultivar Introduced
lbs/acre Ibs/acre
Mountains Pledmad Plain.
tolerant
Wetlands Buffers Yes or No
Considerations
Other ipfarmabon, commentary
Sericea Lespedeza Lespedaza cuneata 1
15 his By soil test
911-6/1 911 - 511 10/1 - 4/1
Sun
NR NR Yes
Responds well to controlled
Severe real
Dumont'
soil drainage adaptations
I
I Indian Woodcats
Chasmanthium la6Tol/um N H By soil test 311-5/15 2115-4/1 2115 -3/20 Sun & NR
bums
Invasive species
Crown Vetch Secungem varia 1
15 lbs By soil test
3/154/30 NR NR
Sun
NR NR I Yes
Highly competitive,
Prefers neutral soils
(Corontlla varia)
soil drainage adaptations
I
I
(Virginia Wild Rye
Elymus virg/nicus N I By soil test 311-5/15 2/15-4/1 2115 -3/20 Sun & NR
not recommended unless
Mix with 3 to 5 other seed
that have similar soil
I
I
drained
l
an acceptable altemative
I
NR
12/1 -5/1 1/1 -5/1
sail drainage adaptations
I
I
I Eastern Bottlebrush
is not available.
drainage adaptations.
Centipede Gress Fm hloa ophiuroi I
Sibs By soil test
NR Eastern 911 - 5/1
Sun
NR NR No
Significant maintenance
Does not tolerate high traffic.
1211 -4/1 1211.411
10 I for ®d shoulders
only
Veil dminel
l
may be required to obtain
Acceptable for sodding
I
Bleckweli
N
I
I
desired cover
varieties that have similar
KY 31 Tall Fescue S phoeni I
100 Ibs By soli test
8/15 -5/1 9/1 -4/15 9130 - 3115
Sun /
l
NR NR I Yes
If utilized, it is imperative
Acceptable for sodding
=wrus
Festuca amndinace.,)
Pood`( No
Mix with 3 to 5 other seed
mod. Shade
It
that maintenance includes
drained
varieties that have similar
I
1
3 to 5 other seed varieties
I
a containment plan
1
I
I Fox Sedge
Carax vulpinoidea N L By soll test 1211-5114 12/1 - 5/1 12/14/15 Sun Yes
Pood No
Mix with 3 to 5 other seed
I
I
I
8115 -10/14 9/1-1111
drains
KY Blue Gress Poe pmtensis I
l5 lbs By soil test
8/15 -5/1 NR NR
Sun
NR NR
Yes
ff utilized, it is imperative
Prefers neutml soils, highly
NOTE:
511 -4/1 NR
Sun&
Yes
Poorly
1. Seeding rates are for hulled seed unless otherwise noted.
that maintenance includes
Competitive, not recommended
ISwitchgrass
Panicum virpstum/
N
A
Bywillast
12114/15
a Containment plan
unless an acceptable alternative
NR
Veil drainer
No
Responds well to
I
I
is not available.
5. Invasive designation as determined by the N.C. Exotic Pest Pant Council and N.C. Native Plant Society .
6. Sprigging is not recommended for immediate stabilization unless terrain is flat, heavymulch is applied and no other immediate stabilization method
Acceptable for sodding
Hard Fescue Festuca brevipila I
l5 lbs By soil test
811-6/1 NR NR
Shade
NR NR I No
Not recommended for
Low growing, bunch grass
(Festuca longifolta)
this chart, the approved plan, construction sequence and maintenance schedule must include sufficient detail to assure vegetation will be established and maintained. To assure the
_
slopes greater than 5%
long tern protective Cover will be established, the reviewing and approving governing body may require a performance /maintenance
Bermuda Gress Cynodon dacfylon 1
25 his By soil test
NR 4/15 -6130 4/15 -6130
Sun
NR NR Yes
ff utilized, it is imperative
Extremely aggressive, not
1
that maintenance includes
recommended and should be
that have similar soil
I
IBiq Bluestem
Andmpogon mrard /1/
N
D
a containment plan
avoided unless an acceptable
12/1 -4/1 NR
Sun
NR
-
No
drainage adaptations.
(Warm season grass
alternative is not available.
Pan(g/m vimatum/
N
A
Bywiltest
12/14/15
1211 -4/1 12114/1
May be sodded or sprigged
Yes
Yes
No
Re�gonds well to
I
I
I
Car�l//�rape
a
Table 6.11.c HERBACEOUS PLANTS - Seeding recommendations for primary stabilization
rn Successfuil development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program)
1 00 NATIVE IPECIES
I I Opl'mal Plantin I Dates
HERBACEOUS PLANTS- Seeding recommendations for primary stabilization
~ Successfull development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program) Table 6.11.0 (COn't)
at
at
NATIVE I$PECIES
I Optimal Planfin / Dates
See Table
FenilizatioN
Invasive
Sea Table
Fertilization/
Botanical
Botanical Name / Native / lety limestone Coastal SuNShade
Riparian Yes or
Installation I Maintenance
Omer information,
Invasive
Cultivar Introduced seedllnmrates Ibs/acre Mountains Piedmont Pains tolerant Wetlands
Buffers No
Considerations
Botanical Name /
Native /
sll.d far
variety
FertilaatioN
limestone
Responds well to
Coa.ml
SuNShade
Warrenton /Common
Riparian
Yes or
Installation / Maintenance
Other information,
Common Name
Cultivar
Introduced
...citing nW
hosts-
Mountains
Piedmont Plaint
tolerant
Wetlands
Buffers
No
Considerations
commentary
ISwitchgrass
Pancum virgatum/
N
A
By soil test
12/14/15
NR NR
Sun
NR
Veil dminel
No
Resp�rds well to
I
I
Cava -in -Rock
I
I
I Rice Cutggrass
Leersis ory-des N G By soil test 12/14/15 1211 - 411 1211411 Sun Yes
Pood No
Mix with 3 to 5 other seed
I
Warm season grass I
I
only
d ain�
controllledbums. Mix with
I •
I
soil drainage adaptations
I
I Indian Woodcats
Chasmanthium la6Tol/um N H By soil test 311-5/15 2115-4/1 2115 -3/20 Sun & NR
Well No
Mix with 3 to 5 other seed
Cool season grass I
I
3 to 5 other seed varieties
I
I
I
I
soil drainage adaptations
I
I
(Virginia Wild Rye
Elymus virg/nicus N I By soil test 311-5/15 2/15-4/1 2115 -3/20 Sun & NR
Well No
Mix with 3 to 5 other seed
that have similar soil
I
I
drained
varieties that have similar
I
I
NR
12/1 -5/1 1/1 -5/1
sail drainage adaptations
I
I
I Eastern Bottlebrush
Elymus hystrix N J By soil test 311-5/15 2115-4/1 NR Sun & NR
drainage adaptations.
I
I
ISwitchgrass
Panicum virpatum/
7115 -8115 yl5 -1 Oil F mod. Shade
A
Byaoiltsat
1VIA115
1211 -4/1 1211.411
Sun
NR
Veil dminel
No
Responds well to
I
I
I
Bleckweli
N
I
8115 -10/14 9/1-11/1
drains
varieties that have similar
I
I
only
Controlled burns. Mix with
I
I
Care. ludda N L By soil test 1211 - 5/14 12/1 - 5/1 12114/15 Sun Yes
Pood`( No
Mix with 3 to 5 other seed
I
I
I
8/15 -10/15 9/1-11/1
drained
varieties that have similar
I
1
3 to 5 other seed varieties
I
I
1
I
I Fox Sedge
Carax vulpinoidea N L By soll test 1211-5114 12/1 - 5/1 12/14/15 Sun Yes
Pood No
Mix with 3 to 5 other seed
I
I
I
8115 -10/14 9/1-1111
drains
varieties that have similar
that have similar soil
I
I
DNchanthel/um
soil drainage adaptations
I
I
Bywiltest
NOTE:
511 -4/1 NR
Sun&
Yes
Poorly
1. Seeding rates are for hulled seed unless otherwise noted.
drainage adaptations.
I
ISwitchgrass
Panicum virpstum/
N
A
Bywillast
12114/15
12/1 -411 1211411
Sun
NR
Veil drainer
No
Responds well to
I
I
Shelter
5. Invasive designation as determined by the N.C. Exotic Pest Pant Council and N.C. Native Plant Society .
6. Sprigging is not recommended for immediate stabilization unless terrain is flat, heavymulch is applied and no other immediate stabilization method
is practical.
only
controlled burns. Mix with
I
I
8. Long tens stabilization can only be accomplished with an adequate, immediate, and primary stabilization program. To achieve long term protective Cover with the species listed in
this chart, the approved plan, construction sequence and maintenance schedule must include sufficient detail to assure vegetation will be established and maintained. To assure the
long tern protective Cover will be established, the reviewing and approving governing body may require a performance /maintenance
bond.
3 to 5 other seed varieties
I
I
that have similar soil
I
IBiq Bluestem
Andmpogon mrard /1/
N
D
Bywiltest
12/14115
12/1 -4/1 NR
Sun
NR
Weill
No
drainage adaptations.
(Warm season grass
I
Switchgrass
Pan(g/m vimatum/
N
A
Bywiltest
12/14/15
1211 -4/1 12114/1
Sun
Yes
Yes
No
Re�gonds well to
I
I
I
Car�l//�rape
con lied burns. Mix with
I
I
3 to 5 och( se,y va pies
I
I
that hwee lmi ar soli
I
I
Andropogon gemrdil/
N
D
Bysoiltest
12/14/15
1211 -4/1 NR
Sun
NR
Weill
No
drainage adaptations.
I
ISwitchgmm
����I(CcUm vimatum/
X t u
N
A
Bywiltrist
12/14/15
1211 -411 12114/1
Sun
No
Pood`(
No
Responds "Ito
I
I
drained
controlled burns. Mix with
I
I
3 to 5 other seed vari eties
I
I
that have similar soil
I
I
An"o_gon gerardiil
N
D
Bysniltest
12/14/15
12/1 -4/1 1211511
Sun
NR
WHIZ
No
drainage adaptations.
I
I
ISwitchgrass
Panicum Wmatum/
N
A
Bywiltest
NR
12/1 -5/1 111.5/1
Sun
No
Poody
No
Responds well to
I
I
I
Alamo
drained
controlled bums. Mix with
I
I
3 to 5 other mad variefies
I
I
that have similar soil
I
I
Schizachydum
N
E
Bywiltest
12/14/15
NR NR
Sun
NR
Weill
No
drainage adaptations.
I
I
Ilndjangrass
=trumnutans/
N
B
Bywillest
12/14/15
1211 -4/1 12/14/1
Sun
NR
Well
No
Res0.Qpds well to
I
Western coastal plain only I
I
RumseY
drained
Controlled burns. Mixwith
I
I
3 to 5 other seed vadefies
I
I
that have similar soil
I
I
Schizachydum
N
E
Bywiltest
12/14115
1211 -4/1 NR
Sun
NR
WHIZ
No
drainage adaptations.
I
I
I lndianaraw
Somhastmm nutans/
N
B
Bywiltest
12/14/15
12/1 -411 1211411
Sun
NR
Well
No
Reystis well to
I
Western coastal plain only I
I
Osage
drained
con burns. Mixwith
I
I
3 to 5 other seed vadefies
I
U I
that have similar soil
I
a° I
I
drainage sdaptatons.
I
I
HERBACEOUS PLANTS- Seeding recommendations for primary stabilization
~ Successfull development depends on planting date (effectiveness goal: 6 mo. - 3 yrs. without an ongoing maintenance program) Table 6.11.0 (COn't)
at
at
NATIVE I$PECIES
I Optimal Planfin / Dates
PERMANENT SEEDING SPECIFICATION
Table 6.11.c (con't)
See Table
FenilizatioN
Invasive
See Table
s114 for
Fertilization/
Botanical
Botanical Name / Native / lety limestone Coastal SuNShade
Riparian Yes or
Installation I Maintenance
Omer information,
Common Name
Cultivar Introduced seedllnmrates Ibs/acre Mountains Piedmont Pains tolerant Wetlands
Buffers No
Considerations
commentary
Little Bluestem
Schizachydum N E By soil test NR NR 12/1411 Sun NR
Weill No
Responds well to
Warm season grass I
Sun /Shade
Warrenton /Common
drained
controlled bums. Mix with
I
Omer information,
Common Name
Cultivar
3 to 5 other seed varieties
I
I
Mountains
Piedmont Plains
that have similar soil
I
I
No
Considerations
drainage adaptations.
I
(Sweet Woodreed
Cmna amndmama N F By roll test 12/14/15 1211-4/1 1211411 Sun & Yes
Pood fo No
Mix with 3 to 5 other seed
Warm season grass 1
I
mod. Shad.
yell drain
varieties that have similar
I
I
Western coastal plain only
I
soil drainage adaptations
I
I
I Rice Cutggrass
Leersis ory-des N G By soil test 12/14/15 1211 - 411 1211411 Sun Yes
Pood No
Mix with 3 to 5 other seed
I
Warm season grass I
I
drained
d ain�
varieties that have similar
I
I
soil drainage adaptations
I
I Indian Woodcats
Chasmanthium la6Tol/um N H By soil test 311-5/15 2115-4/1 2115 -3/20 Sun & NR
Well No
Mix with 3 to 5 other seed
Cool season grass I
I
7115 -8115 V15- 1011c9/1 -11/1 mod. Shade
drained
varieties that have similar
I
I
soil drainage adaptations
I
I
(Virginia Wild Rye
Elymus virg/nicus N I By soil test 311-5/15 2/15-4/1 2115 -3/20 Sun & NR
Well No
Mix with 3 to 5 other seed
I
Cool season grass I
I
7/15 -8115 �15 - 10 /1tg/l -11/1 mod. Shade
drained
varieties that have similar
I
I
NR
12/1 -5/1 1/1 -5/1
sail drainage adaptations
I
I
I Eastern Bottlebrush
Elymus hystrix N J By soil test 311-5/15 2115-4/1 NR Sun & NR
Well No
Mix with 3 to 5 other seed
I
Cool season grass I
(Grass
7115 -8115 yl5 -1 Oil F mod. Shade
drained
varieties that have similar
I
I
soil drainage adaptations
I
(Soh Rush
Juncus eflusus N K By soil test 1211-5/14 12/1 - 511 12/14/15 Sun Yes
Paody No
Mix with 3 to 5 other seed
1
I
8115 -10/14 9/1-11/1
drains
varieties that have similar
I
I
soil drainage adaptations
I
I
(Shallow Sedge
Care. ludda N L By soil test 1211 - 5/14 12/1 - 5/1 12114/15 Sun Yes
Pood`( No
Mix with 3 to 5 other seed
I
I
I
8/15 -10/15 9/1-11/1
drained
varieties that have similar
I
1
that have similar soil
I
soil drainage adaptations
1
I
I Fox Sedge
Carax vulpinoidea N L By soll test 1211-5114 12/1 - 5/1 12/14/15 Sun Yes
Pood No
Mix with 3 to 5 other seed
I
I
I
8115 -10/14 9/1-1111
drains
varieties that have similar
I
I
I
I
IDeertongue
DNchanthel/um
soil drainage adaptations
I
I
Bywiltest
NOTE:
511 -4/1 NR
Sun&
Yes
Poorly
1. Seeding rates are for hulled seed unless otherwise noted.
Responds well to
I
I
I
dandestinum /Tioga
2. Fertilizer & Limestone - rates to be applied in absence of soils tests. Recommended application rate assumes significantly
disturbed site sails with
little or no residual value.
3. NR means Species not recommended for this region or application area.
drained to
controlled bums. Mixwith
4. Native, warm season grasses require six or more months to germinate under optimum conditions. If they are planted in the summer, then a whole y ear will have to pass before they
germinate.
5. Invasive designation as determined by the N.C. Exotic Pest Pant Council and N.C. Native Plant Society .
6. Sprigging is not recommended for immediate stabilization unless terrain is flat, heavymulch is applied and no other immediate stabilization method
is practical.
drought
7. Sodding for immediate stabilization - see primary stabilmation charts (other information Column) and Section 6.12.
8. Long tens stabilization can only be accomplished with an adequate, immediate, and primary stabilization program. To achieve long term protective Cover with the species listed in
this chart, the approved plan, construction sequence and maintenance schedule must include sufficient detail to assure vegetation will be established and maintained. To assure the
long tern protective Cover will be established, the reviewing and approving governing body may require a performance /maintenance
bond.
that have similar soil
1
PERMANENT SEEDING SPECIFICATION
Table 6.11.c (con't)
-4
Practice Standards and Specifications
Table 6.11.d
Seed Mixes for Native Species (Ibs /ac)
When Mixed with 3, 4, or 5 Other Native Species
(See Table 6.11.a for nurse crop species to be added to these mixes)
3 Other 4 Other 5 Other
(total 4 species) (total 5 species) (total 6 species)
(Switch Grasses (A) 3.5 Ibs. 3.0 lbs. 2.5 S.
I
I Indian Grasses (B) 7.0 lbs. 6.0 lbs.
I
I
IDeertongue (C) 6.0 lbs. 5.0 lbs.
I
I
(Big Bluestem (D) 7.0 lbs. 6.0 lbs.
I
I
(Little Bluestem (E) 7.0 lbs. 6.0 lbs.
I
I
ISweet Woodreed (F) 2.5 lbs. 2.0 lbs.
I
IRice Cutgrass (G) 6.0 lbs. 5.0 lbs.
I
IIndian Woodoats (H) 2.5 lbs. 2.0 lbs.
I
I
IVirginia Wild Rye (1) 6.0 lbs. 5.0 lbs.
I
(Eastern Bottlebrush Grass (J) 2.5 lbs. 2.0 lbs.
I
I
ISoft Rush (K) 2.5 Ibs. 2.0 lbs.
I
I
ISedges (L) 2.51bs. 2.0 lbs.
I
I
NOTE:
With the native varieties, the seed mix should be in the range of 15 pounds per acre.
Depending on availability of native seeds adaptable to North Carolina, the percentage
of a particular variety used may be reduced or increased accordingly. Although
diversity is desirable, it is imperative that the primary crop develop and become an
effective protective cover. In addition to the native species mix, additional nurse crop
species must be included to provide immediate stabilization and an adequate ground cover.
Rev. 5/08
SEAL
NOTE: ALL E &SC'S MEET THE STANDARDS FROM THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING ` �� • •'' i�
AND DESIGN MANUAL. REVISED MARCH 2009 (CHAPTERS 6 & 8 UPDATED IN MAY 2013). v W �rr•?/ ��
140 Flo
REV DATE JOB NO. PROJECT TYPE DES DFTR CHKE ENGR APPD DESCRIPTION
lttt_I�1111�
I I I I
5 6 7 8
I I I I
5.0 lbs.
4.0 lbs.
5.0 lbs.
5.0 lbs.
1.5 lbs.
4.0 lbs.
1.5 lbs.
4.0 lbs.
1.5 lbs.
1.5 lbs.
1.5 lbs.
6.11.19
V2 ARCADIS
n
n
ton
A
Q
b�
n
A
0
b
A
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4.
A•,
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A
TITLE SPECIFICATIONS
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
FOR
E&SC PLANS
See Table
s114 for
Fertilization/
SCALE: NOT TO SCALE
DES:
JWH
Invasive
TYPE:
DFTR:
JWH
Botanical Name /
Natve I
variety
limestone
JWH
coastal
Sun /Shade
DATE: 5/2015
Riparian
Yes or
Installation / Maintenance
Omer information,
Common Name
Cultivar
Introduced
teadlig name
B
Ibsfmm
Mountains
Piedmont Plains
tolerant
Wetlands
Buffers
No
Considerations
commentary
Indiangm.
SrhtssWmnutans/
N
By soil test
12/1 -4/15
12/1 -4/1 12/14/1
Sun
NR
Well
No
=well
Res�Q[�dswell to Controlled
Western coastal plain only
I
Cheyenne
drained
with 3 to 5 other seed
I
I
varieties that have similar soil
I
drainage adaptations.
Somhashumnutans/
N
B
Bywitest
NR
12/1 -5/1 1/1 -5/1
Sun
NR
Well
No
Responds well to
(Only lndiangraw adgp)able to
Ilndiangrass
Lomenta
drained
controlled bums. Mix with
(Eastern coastal plain one 8)
I
3 to 5 other mad varieties
I
that have similar soil
I
drainage adaptations.
I
I
IDeertongue
DNchanthel/um
N
C
Bywiltest
5/14 /15
511 -4/1 NR
Sun&
Yes
Poorly
No
Responds well to
I
I
I
dandestinum /Tioga
Shade
drained to
controlled bums. Mixwith
I
I
drought
3 to 5 other seed varieties
that have similar soil
1
drainage adaptations.
I
IBiq Bluestem
Andmpogon mrard /1/
N
D
Bywiltest
12/14115
12/1 -4/1 NR
Sun
NR
Weill
No
Ree��ppp�ds well to
(Warm season grass
I
Rountree
dained
Cordrolled bums. Mix with
I
I
3 to 5 other wed varieties
I
that have similar soil
drainage adaptations.
I
(Big Bluestem
Andropogon gemrdil/
N
D
Bysoiltest
12/14/15
1211 -4/1 NR
Sun
NR
Weill
No
Responds well to
(Warm season grass
Kew
drained
controlled bums. Mix with
I
3 to 5 other seed varieties
I
that have similar soil
I
drainage adaptations.
ISig Bluestem
An"o_gon gerardiil
N
D
Bysniltest
12/14/15
12/1 -4/1 1211511
Sun
NR
WHIZ
No
Responds well to
I
(Warm season grass
Earl
drained
controlled bums. Mix with
3 to 5 other seed varieties
I
that have similar soil
drainage adaptations.
I
Little Bluestem
Schizachydum
N
E
Bywiltest
12/14/15
NR NR
Sun
NR
Weill
No
Responds well to
I
1Warn season grass
=Panum/Aldous
drained
controlled bums. Mix with
I
3 to 5 other seed varieties
I
that have similar soil
I
drainage adaptations.
Little Bluestem
Schizachydum
N
E
Bywiltest
12/14115
1211 -4/1 NR
Sun
NR
WHIZ
No
Re�ppPPnds well to
I
IWamt season grass
weroanumilOrnmeron
drained
Controlled bums. Mix with
I
Fill
3 ro 5 other seed varieties
I
that have similar soil
I
~" I
drainage adaptations.
-4
Practice Standards and Specifications
Table 6.11.d
Seed Mixes for Native Species (Ibs /ac)
When Mixed with 3, 4, or 5 Other Native Species
(See Table 6.11.a for nurse crop species to be added to these mixes)
3 Other 4 Other 5 Other
(total 4 species) (total 5 species) (total 6 species)
(Switch Grasses (A) 3.5 Ibs. 3.0 lbs. 2.5 S.
I
I Indian Grasses (B) 7.0 lbs. 6.0 lbs.
I
I
IDeertongue (C) 6.0 lbs. 5.0 lbs.
I
I
(Big Bluestem (D) 7.0 lbs. 6.0 lbs.
I
I
(Little Bluestem (E) 7.0 lbs. 6.0 lbs.
I
I
ISweet Woodreed (F) 2.5 lbs. 2.0 lbs.
I
IRice Cutgrass (G) 6.0 lbs. 5.0 lbs.
I
IIndian Woodoats (H) 2.5 lbs. 2.0 lbs.
I
I
IVirginia Wild Rye (1) 6.0 lbs. 5.0 lbs.
I
(Eastern Bottlebrush Grass (J) 2.5 lbs. 2.0 lbs.
I
I
ISoft Rush (K) 2.5 Ibs. 2.0 lbs.
I
I
ISedges (L) 2.51bs. 2.0 lbs.
I
I
NOTE:
With the native varieties, the seed mix should be in the range of 15 pounds per acre.
Depending on availability of native seeds adaptable to North Carolina, the percentage
of a particular variety used may be reduced or increased accordingly. Although
diversity is desirable, it is imperative that the primary crop develop and become an
effective protective cover. In addition to the native species mix, additional nurse crop
species must be included to provide immediate stabilization and an adequate ground cover.
Rev. 5/08
SEAL
NOTE: ALL E &SC'S MEET THE STANDARDS FROM THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING ` �� • •'' i�
AND DESIGN MANUAL. REVISED MARCH 2009 (CHAPTERS 6 & 8 UPDATED IN MAY 2013). v W �rr•?/ ��
140 Flo
REV DATE JOB NO. PROJECT TYPE DES DFTR CHKE ENGR APPD DESCRIPTION
lttt_I�1111�
I I I I
5 6 7 8
I I I I
5.0 lbs.
4.0 lbs.
5.0 lbs.
5.0 lbs.
1.5 lbs.
4.0 lbs.
1.5 lbs.
4.0 lbs.
1.5 lbs.
1.5 lbs.
1.5 lbs.
6.11.19
V2 ARCADIS
n
n
ton
A
Q
b�
n
A
0
b
A
Z.
R
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4.
A•,
b�
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A
TITLE SPECIFICATIONS
RAILROAD EXTENSION, HOPKINS PROPERTY
DAN RIVER STEAM STATION
ROCKINGHAM COUNTY, NORTH CAROLINA
FOR
E&SC PLANS
SCALE: NOT TO SCALE
DES:
JWH
DUKEDWG
TYPE:
DFTR:
JWH
ENERGY.
JOB 110: HA100261.0000
CHKD:
JWH
DATE: 5/2015
ENGR:
CM
FILENAME:
APPD:
DWG SIZE
DRAWING NO.
REVISION
ARCH D
24 "X36"
C-1 10
1
I
9
I
I
10
I
C
-G'.
M
G
-F