CCB0064_SFPlan_20040423

R
P-
Pl li e Corporation P.A.
Engineering and Land Surveying
121 Washington Ave.
Weldon, NC 27890
[phone]
Mr. James C. Coffey
Section Chief, Solid Waste Section
NC Department of Environmental and Natural Resources
164.6 Mail Service Center
Raleigh, NC 27699-1646
Re: Notification of Coal Combustion By -Product Structural Fill Project
Arthur's Creek Development Project in Northampton County, NC
Dear Mr. Coffey:
In accordance with Section. 1703 of the regulations, Henry R. H. Grant and Eugene B .
Grant, Jr, agents for the land owner/developer, Henry Long, is hereby submitting notice
of a proposal to use coal combustion by-product as structural fill for a site, designated as
Arthur's Creek, as described in the enclosed Notification and Siting documents, and
shown on the attached construction plans.
The purpose of the project is to provide a site ready for development, for which office
buildings, and associated parking lot and access road can be constructed. This will allow
for commercial develop in this designated "growth area" as intended by Northampton
County.
The structural fill project is anticipated to start on May 26, 2004, and the anticipated end
date is December 31, 2007. The volumes of the flyash and bottom are indicated in the
enclosed documents.
Eugene B. Grant of The Plumbline Corporation is the NC registered engineer,
Please call either of us at the above referenced phone number if you have any questions.
Sincerely,
ILI
-z
A
Henry R.H. Grant E.B Grant, Jr., P.E.
Plumbline Corporation Plumbline Corporation
Cl_­_T_ ACI 1-,,

CC:
Bruce Holden, WEI
Chris Ganley, LG&E
Don Keisling, RV
Maggie Estrada, LG&E
Dave Smith, LG&E
roF`APN Ea Piro..

id

Table of Contents
rLrolyll,,rwll"vix.,.W.il-VV-lt$)iZlrn 11, �
Description with Vicinity Map
2 Estimated Volume Calculations
3 TCLP Test Results
4 Statements by Owner and Agent
SITING (.1704)
5 Jurisdictional Wetlands/Perennial Stream/Surface Water - Letter from Corps
7 Erosion and Sedimentation Control Plan
- Soils Report
- Calculations and Details
- Construction Schedule
8 1 00-Year Flood Zone Map
DESIGN, CONSTRUCTION, AND OPERATION FOR STRUCTURAL FILL
FACILITIES (.1705)
J:/esd/RVP/Notificatioii—ToC—AC.doc

Notification, Siting, Design, Construction and Operation Requirements for
Proposed Coal Combustion By -Product Structural Fill Project
Arthur's Creek
NOTIFICATION (. 1703
Description:
'The name of this proposed project is the Arthur's Creek Development Project, and is
located within the Northampton County's development area. This area includes a Lowe's
distribution warehouse that was completed two years ago. This purpose of the project is
to utilize coal combustion by-products as structural fill to construct an
Industrial/Commercial site for a private developer. The end -use of the site will be for
office buildings, thus, increasing the development area as intended by the County.
The existing zoning for the site, as determined by Northampton County, is agricultural
(listed as AG). An application will be prepared and submitted to the County upon
completion of the structural fill project to rezone the site to allow for construction of the
buildings. The structural fill project is allowed under the existing zoning.
The structural fill building site will consist of 21.7 acres, of the 42.6 acre property. This
area has been logged of trees and there is no standing timber. Upon completion of the
intended project, the Developer will receive a prime building site complete with a foot
print for an office building and two (2) proposed auxiliary buildings, a parking lot, and an
access road.
The estimated schedule to complete the structural fill project is 42 months. A detailed
construction schedule is included in the enclosed Erosion and Sedimentation Control Plan
for the project.
The estimated value of the completed building site is approximately $205,000, The
existing value is currently about $21,000, The project will allow for economic
development and growth, increase the tax base, and provide high end jobs to a poor
county.
'This project does not involve the Department of Transportation.
Estimated Volume:
The estimated volume of fill is approximately 550,000 cubic yards. The project building
site will take approximately 21.7 acres of the entire 42.6 acre site.
TCLP Test Results:
The results of the March 2004 analysis for flyash and bottom ash for both units I and 11
are attached.
Jlesd/RVP/Notification for Arthur's Creek Projectl doe
1

Matement by Owner:
A signed and dated statement by the land owner is attached.
In addition, a signed and dated statement by the agent of the land owner is also attached.
Generator In.
The generator of the flyash and bottom ash
Roanoke Valley Energy Facility
290 Power Place
Weldon, NC 27890
[phone]
Plant Manager: Don Keisling
Plant Contact, Fuels Manager: Doug Henshaw
Plant Owner: Westmoreland-LG&E Partners
Since this project will involve structural fill volume of more than 10,000 cubic yards, the
construction plans (refer to attached drawings) have been prepared, signed and scaled by
a registered professional engineer.
SITING( 1704)
Jurisdictional Wetlands:
To ensure this requirement is met, an engineer from the U.S. Army Corps of Engineers
was contacted, visited the site, and delineated the wetlands. As noted on the drawings,
the structural fill will not be placed within 50 horizontal feet of jurisdictional wetland.
Thus, the wetlands will not be impacted by the project.
A letter from the Corps verifying this determination is enclosed.
Perennial StreamlSurface Water.
The engineer from the Corps also delineated streams and surface waters. These are
shown on the drawings. The structural fill will not be placed within 50 horizontal feet of
a surface water body, thus, the surface water body will not be impacted by the project.
A letter from the Corps verifying this determination is enclosed.
However, to accommodate access to the building site after the fill construction is
completed, a perennial stream will need to be crossed. Therefore, a Pre Construction
Notice (PCN) has been prepared and submitted to the U. S. Army Corps of Engineers for
review and processing. It is believed the stream disturbance due to the road crossing will
be approved under a Nationwide 1.4 Permit.
Another route, which does not impact perennial steams and is not within 50 horizontal
feet of the stream, is currently available for access to the structural fill project area.
Jlesd/RVP/Notification for Arthur's Creek Projectldoc
1)

Groundwater Table:
To ensure this requirement is met, a number of test wells were installed to observe any
fluctuations in the water table over the time period since January. The locations are
shown on the drawings, and the results and details are enclosed. The data results
demonstrate that the coal combustion by-products will not be placed within 2 feet of the
<.seeasonal high groundwater table.
The soils report, included as part of the Erosion and Sedimentation Control Plan, shows
the soil types found on the site. The area is well drained.
Drinking Water:
As stated above, this area is agricultural, with little development on the adjacent
properties. As indicated on the drawings, there are no drinking water sources within 100
horizontal feet of the intended structural fill area.
The future building(s) is going to be serviced by the County Water system, a water tap
will be provided at the road as best determined by the Northampton County Water
Department.
a �''Mlfi�_' M
The subject project fill area, as well as the entire property site, is completely out of the
I 00-year flood zone as shown on the enclosed FEMA flood map. The flood elevations
are also noted on the drawings.
Property Boundary:
The project fill area is located well within the property. It is more than 25 feet from any
property boundary. The boundary information is depicted on the drawings.
Bedrock Outcrop:
A bedrock outcrop is not located on the property site, thus, the structural fill area is not
located within 25 feet of a bedrock outcrop.
All criteria listed under this section of the regulations will be met throughout the design,
construction and operation of the structural fill project.
JJesdIRWINotification for Arthur's Creek Prqjectldoc

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low 0 1000 2000 3000 4000 5000 6000 7000 FEET
1 .5 '0 1 KILOMETRE
CONTOUR INTERVAL 5 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929
ROAD CLASSIFICA6N
Primary highway, Ught-duty road, hard or 0
hard improved surface_—....cr
Secondary highway,
hard sufface.__ Unimproved road__ ---
Interstate Route U. S. Route State Route
WELDON, N. C.
N3622.5—W7730/7.5
1974
ANS 5456 1 NE -SERIES V842
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FINAL ART CREEK VOL CALC
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Volume Calculation Results
Calculated On: 4/12/2004
Primary File: C:\SIGHTSRV\ARTHUR-1\ARTCCALC
Secondary File: C:\SIGHTSRV\ARTHUR-1\ARTOVER3
Total Cut Volume = 0.0 cu. yards
Total Fill Volume = 550,000 cu. yards
Maximum Cut = 0 feet 987827.883
2413184.143
Maximum Fill = 44.938 feet 987570.0
36
2412959.084
Total Area Cut = 0 acres
Total Area Fill = 21.7 acres
Page 1

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I, Eugene B. Grant, Jr. agent for the owner and developer of the land on which the
structural fill is to be placed, hereby acknowledge and consent to the use of coal
combustion by-products as structural fill and agree to record the fill statement with the
register of deeds of Northampton County in accordance with Rule .1707 of the .1700
Regulations and in the form prescribed by G.S. 47-38 through G.S. 47-43.
r
/ I)/ c)
Signature of Agent for Lan wrier Date

I, Henry Long, owner and developer of the land on which the structural fill is to be
placed, hereby acknowledge and consent to the use of coal combustion by-products as
structural fill and agree to record the fill statement with the register of deeds of
Northampton County in accordance with Rule .1707 of the .1700 Regulations and in the
form prescribed by G.S. 47-38 through G.S. 47-43.
Sig ature o and Owner
ate
T. I,.a_MI TI]/0t--,,., -, -f'T „-A

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200420670 County:_ Northam ton
Authorized
Agent Plumbline Co
Attn: Russ Grant
Address12 L Washington Avenue
Weldon, NC 27890
Telephone Number 252-536-0203
Size and Location of Property (waterbody, Highwav nametnumber, town. etc.): The property is
located on the south side of NC Hwy. 46, approximately l mile east of its intersection with Interstate 95,
west of Garysburg, Northampton County, North Carolina.
Description of Activity: Proposed construction of the building, parking, and sediment basin footprints
and of the industrial park in which coal combustion by-products and other solid waste materials will be
placed on site for foundations. Construction and placement of material will be in existing disturbed areas.
However, the road access to the site is currently crossing jurisdictional waters and will require a
Department of the Army Permit.
Your work as proposed does not require Department of the Army authorization for the following reason(s):
There are no jurisdictional waters or wetlands within the boundaries of the property.
X The proposed project does not impact jurisdictional waters or wetlands.
The proposed project is exempt from Department of the Army regulation.
(Specify) _Based upon an on -site review and supplemental site plans on 03/25/04 no wetlands will be
disturbed by the proposed activities Wetlands arepresent on the property but located
outside of the proposed impact areas of the building_ parking, and sediment basin footprints.
This Department of the Army determination does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to
contact appropriate State and ,local agencies before beginning work.
Any changes in the above described work must be coordinated with the Corps of Engineers prior to
commencement. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Kevin Yates at telephone number (919) 876 - $441 extension 30
Regulatory Project Manager Signature
Date March 30 2004 Expiration Date March 20 2006
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORMJF REQUIRED OR AVAILABLE.

Ater Table Study
Arthur's Creek Development
Summary: All The Test Wells Monitored exhibited ground water averages of
more than the required 2-foot separation as per CCB regulations. Although Test
Well 7 water table was the highest it still meet the 211 separation criteria® The
designed fill site will stay 4 feet above the elevation of test well 7. (SeeDrawings).
The readings of these test wells match the ground water guidelines of the
Northampton county soil study map and soil types.
J:/esd/it.VP/Notification T oCAC.doc

Water Table Study
,Arthur's Creek Development
To comply with the siting requirements in .1704 ground eater table
separation of 2 ft or greater. Ground water monitoring wells were installed in
January of 2004. The 9 wells are spaced equidistant throughout the project on and
off the rin nren t See Man 1. See individual well readings for details and readings.
Gray soils indicating water table at 4.3 feet from surface
Readings
JAN 11— 4.1
MARCH 1 — 3.3
JAN 18 — 4.9
MARCH 19 — 3.
JAN 22 — 3.9
MARCH 26 -- 3.4
JAN 29--4.2
APRIL 3— 4.0
FEB 10 — 4.4
FEB19 -3.1
FEB 2 — 2.6
GROUND WATER 13�1a�Vir SURFACE � 3.725'
MARCH S -� 3.0'
AVERAGE
J:/esd/RVP/Notification_'To A.C.doc

TableWater d .
To comply with the siting requirements in .1704 ground water table
separation of 2 ft or greater. . ro and water monitoring wells were installed in
January of 2004. The 9 wells are spaced equidistant throughout the project on an
off the fill area ( See Map ). See individual well readings for details and readings.
JA.N 11— 4.6
JA.N 18 — 5.1
A.N 22 — 4.
JA.N 29 -- 4.4
FEB 1 — 4.2
FEB1 -3.8
FEB24 — 3.1
MARCH5-4.1'
M
. } f " l.: M

Water Table Study
Arthur's Creek Development
To comply with the siting requirements in .1704 ground water table
separation of 2 ft or greater® Ground water monitoring wells were installed in
January of 2004. The 9 wells are spaced equidistant throughout the project on and
off the fill area ( See Map )• See individual well readings for details and readings.
IM
A
1:/esd/RVP/Notificatioi►_'ToC_AC.doe

Water Table Study
dxlamkm�, 1W,
m mW , 71-,-, " 1", al.-s".
Well 4 --mums,
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t
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soils indicating water table
below 4.5 feet from surface
Readings
JAN 11— 4.0
MARCH 12 — 4.5 dry
JAN 18 — 4.3
MARCH 19 — 4.5 dry
JAN 22 — 4.5 dry
MARCH 26 — 4.5
JAN 29 — 4.5 dry
AP 3 — 4.5
FEB 10 — 4.1
FEB 19 - 4.5 dry
FEB 24 — 4.5 dry
MARCH 5 — 4.5 dry' AVERAGE GROUND WATER BELOW SURFACE > 4.40
J:/esd/RVP/Notificatioii—ToC—AC.doc

Water Table Study
Arthur's Creek Development
To comply with the siting requirements in .1704 ground water table
separation of 2 ft or greater. Ground water monitoring wells were installed in
January of 2004. The 9 wells are spaced equidistant throughout the project on and
off the fill area ( See Map ). See individual well readings for details and readings.
Gre soils indicating water table below 4.2 feet from surface
Readings
JAN 11— 4.2
MARCH 12 — 4.3
JAN 1--.3
MARCH 4.3 dry
JAN 22 — 4.3 dry
MARCH 2 — 4.2
JAN 29 -® 4.3 dry
APRIL 3 — 4.3
FEB 10 — 4.3
FEB19 - 4.3 dry
FEB4 — 4.3 dry
MARCH 5 — 4.5 dry'
AVERAGE GROUND WATEREL SURFACE > 4.28
J-/ V"/Notification Tat~ AC.doc

StudyWater Table
To comply with the siting requirements uir°ements in .1704 ground water table
separation of 2 ft or greater. Ground water monitoring wells were installed in
January of 2004. The 9 wells are spaced equidistant throughout the project on and
off the fill area { See Map }® See individual well readings for details and readings.
,re I soils indicating water table below 5.4 feet from surface
Readings
d:/c /Notification ToC AC.doc

Water Table Study
Arthur's Creek Development
To comply with the siting requirements in .1704 ground water table
separation of 2 ft or greater. Ground water monitoring wells were installed in
January of2004. The 9 wells are spaced equidistant throughout the project on and
off the fill area ( See Map ). See individual well readings for details and readings.
Well Located in 100 YEAR ood Plain
Gray soils indicating water table below 2.3 feet from surface
Readings
JAIL 11— 2.1
MARCH 12 — 2.
JAN 1 w 2.3
MARCH 1 — 2.1
JAN 22 — 2.5
MARCH26--2.4
J.AN2 --2.0
3-2.0
FED 1 —1.8
FED 19 - 2.1
FEB24 -d 2.3
MARCH5-2.4
AVERAGE GROUNDWATER SURFACE 2.19
J./c VP/Motification 'Too AC;.doe

Water Table Study
'Ixt,Y-t-Pr'sC Develoi)ment
To comply with the siting requirements in .1704 ground water table
separation of 2 ft or greater. Ground water monitoring wells were installed in
January of 2004. The 9 wells are spaced equidistant throughout the project on and
off the fill area ( See Map ). See individual well readings for details and readings.
Well Located Off The Subject Property See Map
Gray soils indicating water table below 3.4 feet from surface
Readings
J:/csd/RVP/Notification—ToC—AC-doc

StudyWater Table
Ft 9
To comply with the siting requirements in .1704 ground water table
separation of Z ft or greater Ground water monitoring wells were installed in
January of 2004. The 9 wells are spaced equidistant throughout the project on and
off the fill area ( See Map )_ See individual well readings for details and readings.
j
is k `� x
Gray soils indicatingwatertablebelow 7.7 feet from surface
Readings
J:/esdlltVP/Notificstion %C AC.doc

. .Sedimentation
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LIMIT & ACRERAGE DISTURBANCE AREA - SEE PLAN
EXISTING AND FINAL ELEVATIONS

N
SEDIMENT BASIN CALCULATIONS AND DETAILS
SEDIMENT BASIN DETAILS
FENCE DETAILS
SPILLWAY DETAILS
OUTLET PROTECTION
CONSTRUCTION ENTRANCE

--
lob
/Vc) 5,
P\ I = '7, ' A c-
71zz z)
/Vo
/A /",I ou &') -1-
0

K
Riser pipe for principal
spillway
Trash rack
ft
Drainage holes
with gravel ..
Anti- - 11(11�1111 Selected fill
flotation placed in layers
block and compacted
Emergency spillway
Y
Freeboard - I'min
Embankment stabilized
AL. with vegetation
2.51 slope max
I : 9-*-" Anti -seep
INK collar
Principal X Stabilized
spillway Cut-off trench, outlet
barrel 2' deep
Figure 6.61 b Section through embankment and basin controls.
— - ------- -
Construction 1. Site preparations --Clear, grub, and strip topsoil from areas under the em-
Specifications bankment to remove trees, vegetation, roots, and other objectionable material.
To facilitate sediment cleanout and restoration, clear the pool area of all brush,
trees, and other objectionable materials. Stockpile all topsoil or soil containing
organic matter for use on the outer shell of the embankment to facilitate vegeta-
tive. establishmenL Place temporary sediment control measures bellow the basin
as needed.
2. Cut-off trench —Excavate a cut-off trench along the centerline of the earth
fill embankment. Cut the trench to stable soil material, but in no case make it
less than 2 ft deep. The cut-off trench must extend into both abutments to at least
the elevation of the riser crest. Make the minimum bottom width wide enough
to permit operation of excavation and compaction equipment but in no case less
than 2 ft. Make side slopes of the trench no steeper than 1: 1. Compaction re-
quirements are the same as those for the embankment. Keep the trench dry
during backfilling and compaction operations.
3. Embankment —Take rill material from the approved am shown on the
plans, It should be clean mineral soil, free of roots, woody vegetation, rocks,
and other objectionable material. Scarify areas on which fill is to be placed
before placing fill. The fill material must contain sufficient moisture so it can
be formed by hand into a ball without crumbling. If water can be squeezed out
of the ball, it is too wet for proper compaction. Place fill material in 6 to 8-inch
continuouslayers over the entire length of the fill area and then compact it. Corn-
6.61.6

paction maybe obtained by routing the construction hauling equipirient over the
fill so that the entire surface of each layer is tcaversed, by at least one wheel or
tread track of the heavy equipment, or a compactor may be used. Construct the
embankment 10 an elevation 10% higher than the design height to allow for set-
tling.
4. Conduit spillways ---Securely attach the riser to the barrel or barrel stub to
make a watertight structural connection. Secure all connections between barrel
sections by approved watertight assemblies. ' Place the barrel and riser on a firm,
smooth foundation of impervious roil.Do not use pervious material such as
sand, gravel, or crushed stone as backfill around the pipe or anti -seep collars.
Place the fill material around the pipe spillway in 4-inch layers and compact it
under and around the pipe to at least the same density as the adjacent embank-
ment. Care must be taken not to raise the pipe from firm contact with its
foundation when compacting under the pipe haunches.
Place a minimum depthof 2 ft of hand-coull)Wted backfill Over the Pif)4'- spillway
before crossing itwith consummori equipmeaL Anchor the riser in place by con-
crete or other satisfactory means to prevent flotation. In no case should the pipe
Conduit be installed by cutting a trench through the dam after the embankment
is complete.
'5. Emergency spiUway—Install the emergency spillway in undisturbed soil.
The achiev
ement of planned elevations, gra&, design width, mid eauaum and
exit channel slopes are critical to the successful operation of the emergency
spillway.
6. Inlets —Discharge water into the, basin in a manner to prevent erosion. Use
diversions with outlet protection to divertsediment-laden water to the upper end
of the pool area to improve basin trap efficiency (References:Runoff Control
Measures and Outlet Protection).
7. Erosion control—COnsuuct the structure so that the disturbed area is mini-
mized. Dived surface water away from bare areas. Complete the embankment
before the area is cleared. Stabilize the emergency spillway embankment and
all other disturbed areas above the crest of the principal spillway immediately
after construction (References: Surface Stabilization).
S. Safety —,Sediment basins may attract children and can be dangerous. Avoid
steep side slopes, and fence and mark basins with warning signs if trespassing
is likely. Follow all state and local requirements.
Maintenance Check sedimentbasins after periods of significantrunoff. Remove sediment and
restore the basin to its original dimensions when sediment accumulates to one-
half the design depth.
Check the embankment, spillways, and outlet for erosion damage, and inspect
the embankment for piping and settlement. Make all necessary repairs im-
mediately, Remove all wish and other debris from the riser and pool area.
6.61.7

Figure 6.62a installation detail of a sediment
fence_
Compactedfill
Backfill min 8"
thick layer of gravel Filter fabric
A,
8 wire
4

Practice Standards and Specifications
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 18 inches above
the ground surface. (Higher fences may impound volumes of water sufficient to
cause failure of the structure.)
3. Construct the filw fabric from a continuous roll cut to the length of the bar-
rier to avoid joints. When joints are necessary, securely fasten the filter cloth
only at a support post with overlap to the next post.
4. Support standard strength filter fabric by wire mesh fastened securely to the
upslope side of the posts using heavy duty wire staples at least I inch long, or
tie wires. Extend the wire mesh support to the bottom of the trench.
5. When a wire mesh support fence is used, space posts a maximum of 8 ft apart.
Supportposts should be driven securely into the ground to a minimum of 18 in-
ches.
6. Extra strength filter fabric with 6-ft post sparing does not require wire mesh
support fence. staple or wire the filter fabric directly to posts.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along the
proposed line of posts and upslope from the barrier (Figure 6.62a).
S. Backfill the trench with compacted soil or gravel placed over the filter fabric.
9. Do not attach filter fabric to existing trees.
Maintenance Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become in-
effective, replace it promptly. Replace burlap every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume for
the next rain and to reduce pressure on the fence. Take care to avoid undennin-
ing the fence during cleanout.
Remove all fencing materials and unstable, sediment deposits and bring the mra
to grade and stabilize it after the contributing drainage area has been properly
stabilized.
6.62.3

I
Trapezoidal Riprap Channel
A
Filter layer, gravel
or fabric
C> rq
Piz 7-<' e T" o'-/
r,>E-LOW CAHANNe�-- 4XYTLa-r ANP WU�,eN <--t�A�NSL -M
FOR V4
-ro ANr.>
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C-C"IltC�L-
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FIgum eAeb Plan of ttAenVorn,construction OntranOWOXIt.
Murs jjLT*mpor:ry 9rsvol conaftucHon ax t with dWerslon
ex
- t • ♦..Y «u ... a r . i. I• .�..�• ee ., -P:Ir• "'6 .-t':••• 'r.
- .. — ♦: e r • e r .- r . r't, e r e i :r ♦ e •.'i .- �. r '.i r • « • _...
• r
. ,tag .,• x "e e ♦ ? e +r �"..
�:� ♦ e.' s •..a.: r •:.: rr y y1x 1 I. 11 le ♦ \''r 11t i • n I:r ".
•: • . ' � rr rr h e f .
� f .r �•t t o'r1,.
•rt:

be ►;, pe• constructed, opeMedoseA and
(a� The structural fill 6eft must
mandained S
ti a manner : ► miniinize the Potential fo► humhumM release
;
! F A :�r ico
# 77 r". # ! !� byproducts, t ► r W i:�' It vela:' s c...- ,:
nuisance tothe public-
(b)
win Prevent # i ; 7,t4n and !r: #: }. to pubfioT : 1.
and saft coal combustion
! ? ♦ it •: sball be MCASUM rA A :
covered Uucks to pmvmt dusting
►. l.J: F,•1:�R i:/ A r •A.: 4! •: ! 1:.� t+"H F.. ;;: A"'.C,':i•{,A .'.
:rF • ;tr A • 1..<
-- n».Y R i • -t 1:.1: r '. ,•. A � # iF i f -:. _ tY..,...
effeetwely
The coal combustion
maintained md operated to ensure no violations of ground vater standards, 15A
am from the aeuve
iresultingl # l:
i.: i Y ►A by-product
placement area danng s YAK and construction
(h) Site development shall comply with the North Carolina . SedimeatatiOn P011utiOn
control Art of 1973,.as amended.
The
structural
!,11 project
► emust
be
OPMW with Wffidentdug controlmeasures
minimize
m
' , ;:! • e emisdonsa1:1 to
prevat Al
,A appucaWe air quaky : #'.. wr : e'A At_ Y',:
safety hazard and must not

All structural fills shall be covered -with a minimum of 12 inches compacted earth,
and an additional surface six inches of soil capable of supporting native platr.
grov&-- ,
(k) compliance with dvse s=dards does not insuitte, any of the owners of operations
from claims for damages to suTf=e waters, grouud-wetex or ak resulting from the
operation of the aructural fill Ahoility. If the fhoffity fails to comply with the
requirements of this Se on,, the consftuctor, generator, owner or operator shall
notify the Division and shall take such . immedWe corrective action as may be
required by the DeparLment.
(1) Coal combustion by-products utilized on an exterior slope of a structural fill shall
not be placed with a slope greater thdrtU horizonUd to 1.0 vertical.

MAINTE NANCE PLA*N'
Ali erosion and sediment Control practices -Will be checked for stability anc
ducing rainfall but in no case less than once
operation following every runQf-Pro ediately to maintain all practices
every
week. Any needed repairs will be made imm
as designed.
The sediment basin will be cleaned out when the level of sediment reaches 2.0 ft
below the top of the. riser. Gravel will be cleaned or replaced when the sediment
pool no longer drains properly.
will be removed from the sedimenE trap and block and ,ravel i"Iel
Sediment device when storage capacAty has been approximately 50% filled.
pToteciion the sediment pool no longex (trains
Gravel will be cleaned or replaced when
properly.
e .
Sediment will be removed from bebiiid the sediment fence whenit becomes about
o. 5 ft- deep at the fence. The sediment fence will be, repaired as necessary to
maintain a barrier.
All seeded areas will be fertilized, re -seeded as necessary, and mulclied according to
specificafions in the vegetative Plan to maintain a vigorous, dense vegetative cover,

f l' ► ' ' �,

Table 6.11 p
Seeding No. 1CP for* Well- to
Poorly Drained _I3oJJs with
Good Moisture Retention;
LOW Maintenance
6.11.24
Seeding mixture
Species,
Rate (Iblacre)
Tall fescue
80
Pensacola Bahiagrass
50
30
Kobe lespedeza -
10
Seeding notes
1. From Sept. 1,- Mar. 1. use: vnScarlited sef!cGa seed.
2. on poorly drained alias omit seelcea and increase Kobe to 30 lbtacr e,
:3. where a neat appearance lsde+ &fed' Omit saricea and increase Kobe
to 40 Vb1aw-e.
Nurse plants
Between Apr. 16 and Aug. 15, add 101blacraGernian millet Or 15 fwaVe
Sudangrass. Prior to May I or after Aug. IS, add 25 lblacre rye (grain)
seefilng dates -
Best Possible
Earlyspring: Feb.15-MW.20 FebIS - Apr, 30
FaltSept. i - Sept. 30 Sepu I - oct31
Soff amenctments
Appky UMS aM jergrizer e .Wordirtq to %,oil leSts, or apply 3.,000 � 5,0041blacr a
ground agricultural limestone (u�81116 10VIef rate on sandy soils),and'1,000
lb/acre 10-10-1019diliz0f.
Mulch
Apply 4,000 b/acre grata stfokw of equivalent coyeof another suitable
mulch. Anchor straWbYlacKing Vith asphalt, nelfing,or Yoving or by crimp-
ing mrith a mulch anchoring tool A disk with blades set nearly straight can
be used as a mulch anchoring tool.
mainteilance
It growth Is less than fully adequate, refertiRze in the second year, accord-
ing to soil tests or topdress: with 600 thlacre 10-10-10 (G(Utzec, MOw as
needed wheo seri-
.Qa is omlUed trom the mixture. Reseed, ferlisize, and
mulch damaged *eas Immediately.
1 Role r to AAwndix 8.02 for botanical name's.

M I b Labe! * displayed or ag
na certiffled_t*ed<
&ng mi kWrv'q=Mcadons (Tables 9 IC through
z
&-"be"-Or "Possible, Sues pra�'1y;earfje_d cut
withm h e'Lt" €3€tt MaklgnPmbObllitYof Success, It is also possible to
a Ve. s a t 1 S flar'.t' -or - *
- 7 establishment when See449 outside terse dates. Howevt.r, a.5
you doviatO ftOPI them, if PrObibffltY Of faffm increases rapidly.;Seeding oil
tie last dite, shown under "possible, may reduce ctm=es of suece3.,, by 3 () 5 0%
AIwW Wke this into accountinschoduling land -disturbing activities.
Use cer Offed seed for pamment =ding whenp-ver poss! ble. Corifted wei, is
in4r-cVA' 'by�.di6--.Kearth Cmolina (fop lmpm*�=onm Amociaton, It alceLs
publishedK4ffiCiiolinaS '
tandards and should begran official "Certified Seed"
.label_ ( 'FIgyre-6.1 1b).
MiA YM Lbs,
Pure savd— (%I
lunmallor.. (%)
Omer Crop_ (%I
Wisd seed—m.-
GarmInallm! W .. -
Test
Lot No-.:,
Dart. NO.
Kind_
Varlow -
4-
7
mqWmdby lmlabeAs contain importa-ra
genninado fi,andpmenceof weedseeds. Seed must
xMt St'a I to ' -S" S for content of, nom'ous weeds. Do not accept seed contain-
Md.
Ino­e'table kO)iie se6d vAth the RNioblum bacteria appropriate to the species
0.1 Le&ne �dh��rer 3, Vegetative Consideration&).
Apply seed'.0 a y,vvl I a-cyclona =der, drop -tom spreadu, drill, cul-

WI
Qk4
last l necewswyw6Chani,,j,,, I V6fi I and Sedimentation control practices b,.fo,c
soeding, and .c0mPIqt0 gxading according to Iho approval plan,
Ulaq aildrirtRf P.ZWS Shouldbedolmminedby soil tests. Soil tesalIg i3 Pcr�
NPghCi�oliriaDeP&anlentofAgricult= soil test-
40ns. and Wormation sheets m�e RvajjELbja
Lbr
NC '
OfAM or from NCDA. Because the DA2-_ W 4�glibq
; i " ' , ' ` '- - I
e&iW-IA_,W*S for stie tum-around, sampling
_-JA ads xsikrading, Testing is also done by com-
b ` follow rates-"
S099ested On the iadividuat
;A (tables 6110. tivough
p wt _kfv, -
MP
0-10 (or the: equivalent)
H7M r f_'Md - incl%'VIDT�5e 140 th� %p 4­6 iaches of soil
in I �..'Opemte, machinery on thz contour,'When
apty Uineand
Voor its P*d�e, 6.03, Swface. ouglwnlng,
-b up -C
10da and iAing Lnto a
'0
that
that bzs lot
M
4,

K
CONSTRUCTION SCHEDULE

1. Submit for approval
A. D.E.H.N.R. Division of Land Resources, Erosion and
sedimentation control plan
B. D.E.H.N.R. Division, of solid waste management, Notification of
coal fly ash use as structural fill.
2. Erect Erosion Control Fence
3 . Install Construction Entrances ,
4. Clear site
5. Construct dikes and Sediment Basins & emergency spillways.
6. Seed and mulch dikes
7. Place fly ash on site in accordance with attached construction and operation
schedule. Starting with the 7.5-Acre portion draining to basin No. 1. The basin
storage area of 100 x 200 will not be filled during this phase. Next the area for
basin No. 2 will be filled except for the 100 x 100 storage area. Final placement of
ash will be in basin No. 3 area except for the 200 x 200 storage area. Earth cap and
topsoil will be placed on all flyash slopes while still maintaining the 3 sediment
basins. Next seeding will be allowed to establish ground cover, after adequate
vegetative ground cover is in place and no potential for erosion exist the basins
will be removed and filled with proper vegetative cover,
8. Install 12 inches of earth cap and 6" of topsoil.
9. Implement maintenance plan.
10. Provisions for permanent ground cover must be accomplished on exposed slopes
within 15 working days or 30 calendar days, whichever is shorter in sensitive
water sheds; and in remaining areas within 15 working days or 90 calendar days
whichever is shorter. Disturbed areas left in active between any phase of grading
shall be temporary seeded within 15 working days or 30 calendar days which ever
is shorter

90C_90nneau loamy sand, 6 to 12 percent
slopes. This gently sloping and strongly sloping, well
drained soil is on uplands, generally in the northern part
of the county. Individual areas commonly are long and
narrow and range from 10 to 30 acres in size. Some
areas are as large as 100 acres.
Typically, the surface layer is grayish brown loamy
sand 9 inches thick. The subsurface layer is pate brown
and light yellowish brown loamy sand 24 inches thick.
The subsoil extends to a depth of 65 inches. The upper
part is yellowish brown sandy clay loam with strong
brown mottles. The next part is yellowish brown sandy
clay loam with light brownish gray, strong brown, and
red mottles. The lower part Is mottled yellowish brown,
strong brown, and light brownish gray sandy clay loam.
Permeability is moderate, and available water
capacity is low. The hazard of water erosion Is
moderate. The soil Is subject to soil blowing` and the
leaching of nutrients. The seasonal high water table is
at a depth of 3.5 to 5.0 feet.
Included with this soil in mapping are a few small
areas of the well drained Norfolk soils, which are
Soil survey
intermingled with areas of the Bonneau soil throughout
the map unit. Also included are a few areas that are
more sandy throughout and a few areas that have more
clay than is typical for the Bonneau soil. Included soils
make up about 25 percent Of the map unit.
Most of the acreage of the Bonneau soil is wooded.
A few areas are used for cultivated crops.
This soil generally is not used for cultivated crops.
The hazard of erosion, the slope, soil blowing, and the
leaching of plant nutrients are the main limitations.
Com, soybeans, and small grain are the major Crops
grown in areas that have been cleared of trees.
Conservation practices, such as no -fill planting, field
borders, and crop residue management, conserve Soil
moisture and help to control water erosion and soil
blowing. Pasture forages, such as coastal
betmudagrass and bahiagrass, grow well on this soil.
Establishing a stand is difficult because of the slope
and the hazard of erosion.
The major overstory trees grown are loblolly pine, red
maple, hickory, sweetgum, black cherry, American
beech, southern red oak, white oak, and post oak. The
understory vegetation consists mainly of flowering
dogwood, sassafras, American holly, sourwood, and
southern waxmyrtle. The thick, sandy surface layer is a
moderate limitation affecting the use of equipment. The
thick, sandy surface layer and low available water
capacity are moderate limitations affecting seedling
mortality.
The slope is the main limitation on sites for dwellings,
commercial buildings, local roads and streets, and
lawns and landscaping. Special design may be needed
to overcome this limitation. The wetness is the main
limitation on sites for septic tank absorption fields.
Installing a subsurface drainage system helps to
overcome the wetness. surface layer are the
The slope and the thick, sandy
main limitations affecting recreational uses, such as
camp areas, picnic areas, playgrounds, and hiking
trails.
The land capability subclass is Ille. Based on loblolly
pine as the indicator species, the woodland ordination
symbol is 105.
CaA--Camline sandy loam, 0 to 2 percent slopes.
This nearly level, well drained soil is on uplands in the
southern part of the county, from Rich Square to
Jackson, and in the central and western parts of the
county, from Faisons Old Tavern to Vultare. Individual
areas are irregular in shape and generally range from
10 to 50 acres in size. Some areas are as large as 150
acres.
Typically, the surface layer is yellowish brown sandy
loam 8 inches thick. The subsoil extends to a depth of

--17117 4/e132 lAfedaWee sandy clay loam, 8 to 15 percent
slopes, eroded. This strongly sloping, well drained soil
is on side slopes on the Piedmont, between Vultare and
the Warren County line. Most of the individual areas are
elongated or irregular in shape and generally range
from 20 to 150 acres in size.
Typically, the surface layer is brown sandy clay loam
5 inches thick. The subsoil is 29 inches thick. The upper
part is strong brawn clay with red mottles. The lower
Part is strong brown clay loam with reddish yellow
mottles and Pockets of saprolite. The underlying
material to a depth of 60 inches is multicolored clay
loam or sandy loam saprolite.
Permeability and available water capacity are
moderate. The shrink -swell Potential also is moderate.
The hazard of erasion is severe in areas where the soil
has been cleared of trees. The seasonal nigh water
table is at a depth of more than 6 feet.
Included with this sail in mapping are a few areas of
the red Pacoiet soils in landscape positions similar to

46
those of the Wedowee soil. Also included are some
shallow soils and small outcroppings of rock, generally
at the base of the steeper slopes. Inclusions make up
about 20 percent of the reap unit.
The Wedowee soil is used mainly as woodland, A
few small areas are used as pasture.
The main limitations affecting cultivated crops are the
slope and the severe hazard of erosion. The slope also
is a limitation in areas used as pasture. Proper pasture
management erasures an adequate protective cover of
vegetation.
The major overstory trees are loblolly pine, southern
red oak, white oak, yellow -poplar, and hickory. The
understory vegetation consists mainly of flowering
dogwood, American holly, and sourwood. The slope and
the effects of past erosion are moderate limitations
affecting woodland use and management. The slope
also limits the use of equipment. The hazard of further
erosion is accelerated along logging roads and in areas
that have been cleared of trees.
They slope, the shrink -swell potential, and the clayey,
moderately permeable subsoil are limitations on sites
for dwellings, commercial buildings, lawns and
landscaping, shallow excavations, and septic tank
absorption fields. special design may be needed to
overcome these limitations. Low strength is a limitation
on sites for local roads and streets.
The slop; is a moderate limitation in areas used for
camping and picnicking and a severe limitation in areas
used for playgrounds.
The land capability subclass is Vie. Based an #oblo#ly
pine as the Indicator species, the woodland ordination
symbol is 6C.

WtE—Vnnton fine sandy loam, 10 to 25 POrcant
� y
slopes. This strongly sloping and moderately steep,
;
moderately well drained soil is on slopes along rivers
in the central and eastern parts of
t
and their tributaries
areas are long and narrow and
the county. Individual
generally range from 25 to 200 acres in size, Some>
areas are as large as 460 acres,
Typically, the surface layer is dark brown fine sandy
v
loam 6 fiches thick. The subsoil is 35 inches thick. The
is strong brown clay loam. The fawner part Is
upper part
strong brawn clay loam with pinkish gray and yellowish
The underlying material to a depth of 62
brown mottles.
inches is yellowish brown sandy loam with light
brownish gray and strong brawn mottles and brownish
A�
k
5Y'tse J'�43� tax "J V

am]
yellow clay loam with pinkish gray and yellowish red
mo les.
I trmeability and available water capacity are
moderate. A perched seasonal high water table is at a
depth
el) h of 2 to 4 feet. The hazard of erosion is severe if
the soil is left exposed.
included with this soil in mapping are a few areas of
the well drained Bonneau and Norfolk and moderately
well drained Graven soils. These soils generally are
intermingled With areas of the Winton soil in the upper
part of the map unit. Also included are areas of soils
that have more sand throughout than is typical for the
Winton soil and some areas of well drained soils.
Included soils make up about 25 percent of the map
unit.
Most of the acreage of the Winton soil is wooded. A
few areas in the uplands are used as pasture.
The slope is the main [imitation affecting cultivated
crops. The hazard of erosion is severe, and the slope
limits the use of equipment. The slope and the hazard
of erosion are management concerns affecting pasture.
The dominant overstory trees are southern red oak,
sweetgum, loblolly pine, hickory, and American beech.
+ The understory vegetation consists mainly of flowering
dogwood, American holly, sourwood, red maple, and
sassafras. The slope is a moderate limitation affecting
the erosion hazard and the use of equipment for
woodland use and management. A cable yarding
logging system results in less damage to the soil and
reduces the limitation for the use of equipment.
Maintaining a cover of vegetation and specially
designing logging roads help to control erosion.
The slope is a severe limitation on sites for dwellings,
commercial buildings, local roads and streets, lawns
and landscaping, shallow excavations, and septic tank
absorption fields. Special design may be needed to
overcome this limitation. The wetness also is a
limitation on sites for septic tank absorption fields and
shallow excavations.
The slope is a severe limitation affecting recreational
uses, such as camp areas, picnic areas, and
playgrounds, and a moderate limitation affecting hiking
trails.
The land capability subclass Is Vie. Based on loblolly
Pine as the indicator species, the woodland ordination
symbol is I OR.
WtIF—Winton flne sandy loam, 25 to So percent
slopes. This steep, moderately well drained soil is on
bluffs along rivers and their major tributaries in the
central and eastern parts of the county. Individual areas
are long and narrow and generally range from 25 to 200
acres in size. Some areas are as large as 400 acres.

and -P In -CA wa Oak no. 916 by
a OrFftt Stmt and) saftt,
N-Y CWPS of lEvgtmftl 10 cap w powarwe NCO. rKsa
I at Ifturmalon of SUM extcxskn OW
At Avmm
WMY Cw" of Eughwtie 10 co IN SOMI "t Oak "a 0120
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