19-10_1_Redacted

:r
North Carolina ® . ..
Department of Environment and Natural Resources ` A
Michael F. Easley', Governor AM
William G. Ross Jr., Secretary NCDENR "^
Charles H. Gardner,P.G., P.E.
Director and State Geologist Division of Land Resources }
March 1, 2001
Triangle Brick Company
Attention: Mr. Howard P. Brown, President
-6523 NC Hwy 55
Durham, North Carolina 27713-9413
RE: Permit No. 19-10
Merry Oaks No. 1 Mine
Chatham County
Cape Fear River Basin
Dear Mr. Brown:
Your application for renewal and modification of the above-referenced mining permit
has been approved. The modification is to increase the total affected area to 109.9 acres,
which includes mining areas M-3, M-4, M-5, and M-6 as indicated on the mine maps last
revised October, 2000. A copy of the renewed and modified permit is enclosed.
The conditions in the renewed and modified permit were based primarily upon the_
initial application. Modifications were made as indicated by the renewal and modification
requests and as required to insure compliance with The Mining Act of 1971. The new
expiration date is February 28, 2011. i would like to draw your particular attention to
Operating Condition No. 4 of the enclosed permit as it contains specific requirements for
adjusting erosion and sedimentation control measure locations in order to prevent disturbing
the "ESTIMATED 50' WETLANDS BUFFER (TYP)" as depicted-on the mine maps last
revised October, 2000.
The issuance of a mining permit and/or any modification to it does not supersede
local zoning regulations. The responsibility of compliance with any applicable zoning
reaulations lies with you.
As a reminder, your permitted acreage at this site is 350 acres and the amount of land
you are allowed to disturb is 109.9 acres.
Land Quality Section(919)733-4574 Fax[phone] Geological Survey Section(919)733-2423 Fax[phone]
•1612 sNlail Service Center, Raleigh, North Carolina-27699-1612. ' ;
.Division or Land Resources [phone] Fax:[phone]
J AN EQUAL OPP(?RTUNITY 1 AFFIRMATIVE ACTION EMPLOYER—50°%RECYCLED./ Iq%POST CONSUMER PAPI R

l
F
..N.
r� -���
�f.

® e
Mr. Howard P. Brown
March 1, 2001
Page 2
Please review the renewed and modified permit and advise this office at (919)
733-4574 should you have any questions concerning this matter.
Sinc ely,
Tracy E. avis, P.E., C.P.M.
State Mining Specialist
Land Quality Section
TED/ch
Enclosures
cc: Mr. John Holley, P.E., w/ copy of the sediment basin detail revision dated
January 10, 2001
Ms. Monika Sharma-WRC, w/enclosures
Mr. Bradley Bennett-DWQ, w/enclosures
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w/o enclosures
Mr. Charles Horne, Chatham County Manager

,.,
_ � � '
'f
F
r.: ..

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions of G:S. 74-46 through 68, "The Mining
Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to:
Triangle Brick-Company
Merry Oaks Site #1
Chatham County - Permit No. 19-10
for the operation of a
Clay Mine
which shall provide that the usefulness, productivity and scenic values of
all lands and waters affected by this mining operation will receive the
greatest practical degree of protection and restoration.

® •
r - _
,k -�'.
r=;.��y
L�:,:`a. . M : , . , . .

Page 2
In accordance with the application for this mining permit, which is hereby approved by.the
Department of Environment and Natural Resources, hereinafter referred to as the Department,
and in conformity with the approved Reclamation Plan attached to and incorporated as part of
this permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the expiration; revocation or suspension of this permit.
This permit is not transferable by the permittee with the following exception: If another
operator succeeds to the interest of the permittee in the permitted mining operation, by virtue
of a sale, lease, assignment or otherwise, the.Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining-Act with reference
to the permitted operation, and transfer the permit to the successor operator, provided that
both operators have complied with the requirements,of the Mining Act and that the successor
operator agrees to assume the duties of the permittee with reference to reclamation of the
affected land and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall have right.to a
hearing at a designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
Definitions
Wherever used or referred to in this permit, unless the context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Modifications
December 9,,1997: This permit has been modified to allow the expansion of the existing brick
production facility and associated storage, offices, parking, new gravel asphalt road south of
the existing facility, and associated erosion and sedimentation control measures (totaling
approximately 20.23 acres) as indicated on the mine maps dated October 15, 1997.
February 28. 2001: This permit has been modified to increase the total affected area to 109.9
acres, which includes mining areas M-3, M-4, M-5, and M_5 as indicated on the mine maps
last revised October, 2000.

® •
�.
�,. _ _
�, , . _ _ .
�.
'`.E;
v.

Page 3
Expiration Date
This permit shall be effective from the date of its issuance until February 28, 2011."
Conditions
This permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and
to the following conditions and limitations:
QPERATINGSONDITIONS:
1. A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any stormwater runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission. It shall be the permittee's responsibility to contact the
Stormwater Section, Division of Water Quality, to secure any necessary
stormwater permits or other approval documents.
2. A. Any mining process producing air contamination emissions shall be subject to
the permitting requirements and rules promulgated"by the N.C. Environmental
Management Cornmissionmand enforced by the Division-of Air Quality,
B. During mining operations, water trucks or other means that may be necessary
shall be utilized to prevent dust from leaving the permitted area.
3. A. Sufficient buffer.(minimum 50 foot undisturbed) shall be maintained between any
affected land and any adjoining waterway or wetland to prevent sedimentation of
that waterway or wetland from erosion of the affected land and to preserve the
integrity of the natural watercourse or wetland.
B. Any mining activity affecting waters of the State, waters of the.U. S., or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.

(� �'
z.
�. ;

Page 4
4. A. Adequate mechanical barriers including but not limited to diversions, earthen
dikes, silt check dams', silt retarding structures, rip rap pits, or ditches shall be
provided in the initial stages of any land disturbance and maintained to prevent
sediment from discharging onto adjacent surface areas or into any lake, wetland
or natural watercourse in proximity to the affected land.
B. All erosion and sedimentation control measures shall be constructed and
maintained to prevent offsite-sedimentation as follows:
1) Measures shall be implemented as indicated in the previous permit and as
provided on the mine maps last revised October, 2000 (including the
sediment basin detail revision dated January 10, 2001) ; and
2) Where proposed erosion and sedimentation control measures are
encroaching into the "ESTIMATED 50' WETLANDS BUFFER (TYP)"
depicted on the mine maps last revised October, 2000, said measures
shall be reasonably adjusted at the site so as to remove them from said
buffer zone while still providing the same degree of protection against
sedimentation of the buffers and neighboring wetlands or watercourses.
5. All mining permit boundaries (350 acres) shall be permanently marked at the site-on
100 foot intervals unless the line of sight allows for larger spacing intervals.
6. The angle for graded slopes and fills shall be no greater than the angle which can be
retained by vegetative cover or other adequate erosion control measure, structure, or
device. In any event, exposed slopes or any excavated channels, the erosion of which
may cause off-site damage because of siltation, shall be planted or;otherwise provided
with ground cover,.devices or structures suffcient.to restrain such erosion.
7. The affected land shall be graded so as to prevent collection of pools of water that are,
or likely to become, noxious or foul. Necessary structures such as drainage ditches or
conduits shall be constructed or installed when required to prevent such conditions.
8. Existing vegetation or vegetated earthen berms shall be maintained between the mine
and public thoroughfares whenever practical to screen the operation from the public.
9. A. Sufficient buffer shall be maintained between any excavation and any mining
permit boundary or right-of-way to protect adjacent property.
B. A minimum 100 foot undisturbed buffer shall be maintained along SR 1912. In
addition, a minimum 50 foot undisturbed buffer shall be maintained along the
remaining mining permit boundaries.
10. A physical barrier consisting of a fence or earthen berm, -etc., shall be maintained
around the perimeter of any highwall.

Page 5
11. Refuse Disposal
A. No on-site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Land Quality Section,
Department of Environment and Natural Resources. The method of disposal
shall be consistent with the approved reclamation plan.
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971
generated on-site and directly associated with the mining activity may be
disposed of in a designated refuse area. All other waste products must be
disposed of in a disposal facility approved by the Division of Waste Management.
-- No petroleum products, acids, solvents or their storage containers or any other
material that may be considered hazardous shall be disposed of within the
permitted area.
C. For the purposes of this permit, the Division of Land Resources considers the
following materials to be "mining refuse" (in addition to those.specifically listed
under G.S. 74-49 (14) of the N.C. Mining Act of 1971):
1) on-site generated land clearing debris
2) conveyor belts
. 3) wire cables.
4) v-belts
5) steel reinforced air hoses
6) drill steel
D. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by the
Division of Land Resources or, for tQ commencement of such disposal:
1. the approximate boundaries and size of the refuse disposal area;
.2. a list-of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be provided over the
refuse;
4. verification that the refuse will be disposed at least 4 feet above the
seasonally high water table; and
5. verification that a permanent vegetative groundcover will be established.

;� .. __
j
- � _. __,
►„
{'
E•+.

Page 6
12. An Annual Reclamation.Report shall be submitted on a form supplied by the
Department by February 1 of each year until reclamation is completed and approved.
13. The operator shall notify the Department in writing of the desire to delete, modify or
otherwise change any part of the mining, reclamation, or erosion/sediment control plan
contained in the approved application for a mining permit and any approved revisions to
it. Approval to implement such changes must be obtained from the Department prior to
on-site implementation of the revisions.
14. The security which was posted pursuant to N.C.G.S. 74-54 in the form of a $500,000.00
blanket bond is sufficient to-cover the operation as indicated in the approved
application. This security must remain in force for this permit to be valid. The total
affected land shall not exceed the bonded acreage.
15. A. Authorized representatives of the Division of Archives and History shall be
granted access to the site to determine the presence of significant
archaeological resources.
B. Pursuant to N. C. G. S. 70 Article 3, "The Unmarked Human Burial and Human
Skeletal Remains Protection Act," should the operator or any person in'his
employ encounter human skeletal remains, immediate notification shall be
provided to the county medical examiner and the chief archaeologist, North
Carolina Division of Archives and History.

i; e=
i �
s,,
�'

Page 7
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition
on the continuing validity of that Mining Permit. Additionally, the Reclamation Plan is a
separable obligation of the permittee, which continues beyond the terms of the Mining Permit.
The approved plan provides:
Minimum Standards As Provided 6v G_S. 74-53
1. The final slopes in all excavations in soil, sand, gravel and other unconsolidated
materials shall be at such_an angle as to minimize the possibility of slides and be
consistent with the future use of the land.
2. Provisions for safety to persons and to adjoining property must be provided in all
excavations in rock.
3. All overburden and spoil shall be left in a configuration which is in accordance with
accepted conservation practices and which is suitable for the proposed subsequent use
of the land.
4. No small pools of water shall be allowed to collect or remain on the mined area that are,
likely to become noxious, odious or foul.
5. ' The revegetation plan shall conform to accepted and recommended agronomic and
reforestation practices as established by the North Carolina Agricultural Experiment
Station and the North Carolina Forest Service.
6. Permittee shall conduct reclamation activities pursuant to the Reclamation Plan herein
incorporated. These activities shall be conducted according to the time schedule
included in the plan, which shall to the extent feasible provide reclamation simultaneous
with mining operations and in any event, provide reclamation at the earliest practicable
time after completion or termination of mining on any segment of the permit area and
shall be completed within two years after completion or termination of mining.
RECLAMATION CONDITIONS:
1. Provided further, and subject to the Reclamation schedule, the planned reclamation
shall be to regrade and satisfactorily revegetate any disturbed areas.

® •
;r
C.:�..
-.A,i
I6r �.
f

Page 8
2. The specifications for surface gradient restoration to a surface suitable for the planned
future use are as follows:
A. All sideslopes shall be graded to a 2 horizontal to 1 vertical or flatter slope.
B. Any settling ponds or sediment basins shall be backfilled and stabilized.
C. The processing, stockpile, and other disturbed areas neighboring the mine
excavation shall be leveled and smoothed.
D. Compacted surfaces shall be disced, subsoiled or otherwise prepared before
revegetation.
E. No contaminants shall be permanently disposed of at the mine site. On-site
disposal of waste shall be in accordance with Operating Condition Nos. 11.A.
through D. -
F. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Revegetation Plan:
After site preparation, all disturbed land areas shall be revegetated as per the seeding -
schedule included on the mine maps last revised October, 2000.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post-project wildlife habitat at the site.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In any
event, reclamation shall be initiated as soon as feasible after completion or termination of
mining of any mine segment under permit. Final reclamation, including revegetation, shall
be completed within two years of completion or termination of mining.
This permit, issued June 4, 1990 and modified December 9, 1997, is subsequently
renewed and modified this 28th day of February, 2001 pursuant to�G.S. 74-52.
B �ifi`
-Charles H. Gardner, Director
Division of Land.Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

imap://Tracy.Davis°/ dlr.d _lail.net a nplexl.ncmail.net:143...
Subject: RE: Investigation of Erosion Problem Near Moncure
From: "Buzz Bryson" <[e-mail]> C
Date: Tue, 3 Jun 2003 19.15:28 -0400
To: "Tracy Davis" <[e-mail]>
CC: "Buzz Bryson" <buzz,[e-mail]>, "Kristin Moyle" <[e-mail]>,
"Judy Wehner" <Judy,[e-mail]>, "John Holley" <[e-mail]>, "Mell Nevils"
<[e-mail]>
Daggone Tracy, you're working late. Thanks for the report. I 'll forward to
my office (home now) and will get the jump on John and ask our Transmission
guys what can be done on stream.
As I'm sure you've seen elsewhere, any utility easements (power lines, gas
lanes, water/sewer, etc. ) seem to get turned into unauthorized freeways,
especially by 4-wheelers. Two issues that I know of that make any action
difficult are:
1) Typically the easements cross private land, and the easement agreements
allow us (can't speak for others) only to install and maintain the lines.
We can't block access, as the property control still pretty much belongs to
.landowners. In some cases, we do own the land, but not normally.
2) There are some liability issues both with blocking access (e.g. , cables
across roadways) and with improving access (attractive nuisances) . But I 'm
not a lawyer, and can't really speak to those.
Thanks again. I'll try and track down on this end and get back to you and
John.
Buzz
-----Original Message-----
From: Tracy Davis [mailto:[e-mail]]
Sent: Tuesday, June 03, 2003 7: 10 PM
To: [e-mail]
Cc: Mell Nevils; John Holley; Judy Wehner; Kristin Moyle
Subject: Investigation of Erosion Problem Near Moncure
Buzz,
Mell Nevils asked me to update you on the Land Quality Section's
investigation of your complaint dated April 12, 2003. John Holley of
our Raleigh Regional Office investigated your complaint on May 27, 2003
by visiting the Triangle Brick mine site and surrounding areas. He gave
me the following information, which I am outlining for your information
below:
1. Recent rains made the site extremely muddy and only allowed access
to most. of the perimeter of the mine site (Mr. Holley indicated that he
will revisit the site and conduct a more thorough inspection with
representatives of Triangle Brick in the near future during drier
conditions) ;
2. Most of the perimeter of the mine was inspected and all
sedimentation control measures were in place and functioning. However,
in light of recent heavy rains and the fact that the soils at the site
are made up of fine silts and clays, turbid water was observed leaving
the site through the measures;
3. While there was no sediment noted in the receiving watercourses
around the site, Mr. Holley plans to discuss upgrades to the existing
measures during the upcoming inspection with company representatives to
of 2 6/3/2003 7.29 PM

-4- imapl/Tracy.Davis°Xf1r,denr.ncmail.netanplexl.ncmail.net:143...
better address the turbidity issues at the site;
4. Mr. Holley also investigated activities being conducted along the
stream downstream of the Triangle Brick site and noted that a power
transmission line right of way crosses the stream. This crossing had
recent vehicular traffic (hunters?) and had exposed slopes on both sides
of the stream that were eroding into the stream causing turbid water at
this site;
5. Mr. Holley advised me that he planned to contact you directly with
the above report and to obtain a contact for the power line stream
crossing site to see if a temporary (crushed stone) stream crossing
could be installed as soon as possible to reduce its contribution to the
turbidity problems in the stream.
I hope the above information conveys Mr. Holley's investigation and
upcoming follow up activities in response to your concerns. If you need
additional information, please contact Mr. Holley at 571-4700.
(John, please feel free to provide additional details, or corrections if
I misstated any of the above facts)
Sincerely,
Tracy E. Davis, P.E.
Tracy E. Davis, PE, CPM
State Mining specialist
Land Quality Section
Division of Land Resources
NC Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699
Telephone: (919) 733-4574
Fax: (919) 715-8801
2 of 2 6/3/2003 7:29 PM

• ® .r.. ..
i
i
I
i

eimapa/Tracy.Davis."tr.denr.ncmai1.net a nplexl.ncmail.net:143...
Z P,1)"
Subject: Investigation of Erosion Problem Near Moncure *inFrom: Tracy Davis <[e-mail]>
Date: Tue, 03 Jun 2003 19:09:43 -0400
To: [e-mail]
CC: Meil Nevils<[e-mail]>, John Holley<[e-mail]>, Judy Wehner
<[e-mail]>, Kristin Moyle <[e-mail]>
Buzz,
Mell Nevils asked me to update you on the Land Quality Section's investigation of
your complaint dated April 12, 2003. John Holley of our Raleigh Regional Office
investigated your complaint on May 27, 2003 by visiting the Triangle Brick mine
site and surrounding areas. He gave me the following information, which I am
outlining for your information below:
1. Recent rains made the site extremely muddy and only allowed access to most of
the perimeter of the mine site (Mr. Holley indicated that he will revisit the site
and conduct a more thorough inspection with representatives of Triangle Brick in
the near future during drier conditions) ;
2_ Most of the perimeter of the mine was inspected and all sedimentation control
measures were in place and functioning. However, in light of recent heavy rains
and the fact that the soils at the site are made up of fine silts and clays,
turbid water was observed leaving the site through the measures;
3. While there was no sediment noted in the receiving watercourses around the
site, Mr. Holley plans to discuss upgrades to the existing measures during the
upcoming inspection with company representatives to better address the turbidity
issues at the site;
4. Mr. Holley also investigated activities being conducted along the stream
downstream of the Triangle Brick site and noted that a power transmission line
right of way crosses the 'stream. This crossing had recent vehicular traffic
(hunters?) and had exposed slopes on both sides of the stream that were eroding
into the stream causing turbid water at this site;
5. Mr. Holley advised me that he planned to contact you directly with the above
report and to obtain a contact for the power line stream crossing site to see if a
temporary (crushed stone) stream crossing could be installed as soon as possible
to reduce its contribution to the turbidity problems in the stream.
I hope the above information conveys Mr. Holley's investigation and upcoming
follow up activities in response to your concerns. if you need additional
information, please contact Mr. Holley at 571-4700.
(John, please feel free to provide additional details, or corrections if I
misstated any of the above facts)
Sincerely,
Tracy E. Davis, P.E.
Tracy E. Davis, PE, CPM
State Mining Specialist
Land Quality Section
Division of Land Resources
NC Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699
Telephone: (919) 733-4574
Fax: (919) 715-8801
1 of 1 6/3/2003 7:10 PM

r
. • . ��

imap:/frrdry.Davis°/A)clr.denr.ncmail.neth npn�plcxl.ncmtiLnet 113.,. .
Subject: [Fwd: [Fwd: [Fwd: Erosion Problem Near Moncure]]] n , �((/)L,. .LGp•��,W�+ /t„��1
From: Tracy Davis <[e-mail]> lUA'µ+- P"�' ✓r rdJ
Date: Wed, 14 May 2003 12.40:38 -0400
To:John holley <john.holley [e-mail]> I7
CC: Mell Nevils <Mell.Nevils rtncmail.net>, Judy Wehner <[e-mail]>, Kristin Moyle
<Kristin.Moyle [e-mail]> A
?/L
John, can you give me an update on your ofice's investigation of this complaint? I would like to
report back to Mell on this. Thanks. Tracy
------- Original Message --------
Subjech[Fwd: [Fwd: Erosion Problem Near Moncure])
Date:Tue, 15 Apr 2003 10:35:38l�-0400
From:Tracy Davis<Tracy.Dayisµumemall.net>
To:John Holley <John.HolleV c ncmail.net>
CC:Judy Weimer<Judy.Wehneromncmaill net>, Kristin Moyle <Kri FacncMai1.net>,mail.net>, Mell
Nevils <MeII.Nevil.%Z..ncmai[net>
John, please see the attached email and pictures from Btuz Bryson. Can yase investigate
this as soon as possible? It hasn't rained in several days and this looks pree make sure
that Triangle Brick has their measures properly installed and maintained. Iater is leaving
the site (no sediment), please contact your counterparts in DWQ to see w - together - to
solve this problem.
Please keep me posted so I can let Mell know what we found out.
Many thanks. ( '' Ie
tw
Tracy &q,74r IV-
-------- 7
Original Message --------
Subject:[Fwd: Erosion Problem Near Moncure]
Date:Tue, IS Apr 2003 10:24:27 -0400 r'""" l /
From:Mell Nevils <MelLNevils(tD,ncmail.net> ,f�� �
To:Tracy Davis <Trac .Davi ' . � -A+ Aot m A"-
7
� �ul� wig
till -0�1
Probably the brick i e. Don' t / y, ) 1 i...
Thanks r4r�"
Mall *411
Tracy E. Dav1s, PL, CPM �/ L. . L �I - • �• d�C'^•'-' ��
1/ L,� _ 6 u! CIM�r brye
1 ttfd U i ^ r /Il/ 3 'il PM

i
` � i
I
� � .

imaplrrracr.Davis%1Udleder r.ncamn,nel(3nplex LncmaiLncL 113...
Scata :dining Specialis-L
Land Q'uol-ty Section
DLv15:sn of sand P23^C:C35
NC Department of Environment and Natural Resources -
1512 Mail Service Center
Raleigh, NC 27699
Teleohone: (919; 733-4574
Fax: (919) 715-8801
Tracy E. Davis, PE, CPM
State Mining Specialist
Land Quality Section
Division of Land Resources
NC Department of Environment and Natural Resources
1512 Mail Service Center
Raleigh, NC 276"
Telephone: [phone]
Fa:�: (519) 715-800i
Subject: Erosion Problem Near Moncure
From: "Buzz Bryson" <[e-mail]>
Date: Sat, 12 Apr 2003 16:04:51 -0400
To: <[e-mail]>
Mall,
We were out riding around today (Saturday) and saw this sediment load
entering this small stream. Stream runs under Christian Chapel Road (not
sure of SR number) . I 'm not absolutely sure of the source, as I didn't have
a good place to park and walk up the tributary. However, driving on up the
road we came to the Triangle Brick Company, and did see heavy machinery
working. It was several hundred yards from where the stream crossed under
the road until the brick factory, and there could have been something else
between the two, I suppose. The area along the road was pretty thick with
young pines, and we couldn't see any distance off the road. Whoever is
causing and wherever it's coming from, it is certainly more than a rain
event issue.
Not sure if this is an erosion control, mining, stormwater or NPDES issue,
but it is pretty gross.
I 'd appreciate it if you could get someone to take a look. Please let me
know if I can help out.
Thanks
Buzz
1
i
2 of 4 5/14/2003 12:41 PM

.` ; dd
1 .
1 -
y r
1
I '
I ,
M1 K t 1
5
r {Y
+sL 4 1IL
Ir
r
of
,f rr rear
4 ti S J '

imap:/(Tracy.Davis11b 40dIr.denr.ncmaiLnet@nplexImcmtiiLner1a3/fe...
Subject: [Fwd: [Fwd: Erosion Problem Near Moncure]]
rom: Tracy Davis <[e-mail]>
Date: Tue, 15 Apr 2003 10:35:38 -0400
To: John Holley <[e-mail]>
CC: Judy Wehner <Judy.Wehner@nc mail.net>, Kristin Moyle <[e-mail]>, Mell
Nevils <[e-mail]>
John, please see the attached email and pictures from Buzz Bryson. Can your office please investigate
this as soon as possible? It hasn't rained in several days and this looks pretty bad. Please make sure that
Triangle Brick has their measures properly installed and maintained. If only turbid water is leaving the
site (no sediment), please contact your counterparts in DWQ to see what we can do - together - to solve
this problem.
Please keep me posted so I can let Mell know what we found out.
Many thanks.
Tracy
-------- Original Message --------
Subject:[Fwd: Erosion Problem Near Moncure]
Date:Tue, 15 Apr 2003 10:24:27 -0400
From:Mell Nevils <[e-mail]>
To:Tracy Davis <[e-mail]>
Probably the brick mine. Don' t you think?
Thanks
Mell
Trace E. Davis, P^ CPV1
Stave Mining speci.a.list.
..Land QLiali r.y Section
DiviSi.on 0-7 Lana Resources
.NC Deparzmerlt of Environment and Natii al. Resol-,rc:e`a
1612 Mail Service Center
Raleigh, :vC 27699
Teiephone: (919) 7 .3-4574
Fax: (919) 715-8801
Subject: Erosion Problem Near Moncure
From: "Buzz Bryson" <[e-mail]>
Date: Sat, 12 Apr 2003 16:04:51 -0400
To: <[e-mail]>
I of 3 4/15/2003 10:36 AM

�AK
{1q1 �I° �dd A V {I t�! Ct I I ]� !� e
4 P41
1.7-KSL�Vy� > f A
ol
4;
SwF yl�i
d C
�f M F3
Y�Ab�
1 � 4:

t
J.-
a �y k 1 41Y
!• hra�sLr 3 r t y �✓ P, vi r k `'+. ra• �'d JF's41wi"ri S d' r4! ni 3-
kFr.r� „s �� r .• �ry�1 1i�
a � �?.�}i�"oA'Cp•��°j"`t1�"'PpT �*r4� j��.�.1c^p��'q"�'•�i""44ro •�•1ci' gM1'�wd7�+{.4 y1+�M1��.$�Y ,A•fi
� T6 hs '"r��kr . i.•c �-wry C +�6 � � �^j.��� t{p r Fi'�v � '� l ,+�,? ,v ,�p
♦' r r�,.•X aM�, �. ,rk'S f�Nk. 'k�f Al>1t"
N' L t
r �r� hk�� u ..4'r`�c {. z .i< 3 5 S • � ry r f3 t.. s'�i r�,t� a 4 .i .
4yJ y.F r..w t, I� Ur,te �h n 1 rta H tl F /kT t4 d� 'M1 2 ! ✓nt r 'y f_
.....
,�py``i�h 1TIY V��"+�1A f yrr 1 3 tnyl?F� z 38 �x r� Y{, •N p7 c 4, �f i
3P`A' �t �_"$i S p . ^>ti. 4 r mt .r r Mr �,i > p` rx t ,✓ !
rtSr S,d' x{R '.a r i" 4�4xktii°{ ky". ,f tiyrt+✓ �A'.atV ��.§r1 `r
cp h
4 �Y�'�rt 6a t q. 1y k�n �tlr•I 4`Y �� r V1�. try, rh•
-3 �{ '�'tkr 2` 4 k W ✓ -�a ,� K,v� l ! t3 jt iry �� "CMr,� ✓"/
{{ 4,M+w 5 1•
rA'�° } '1 i • d
r. f.•�:� �� ��d�if`-a vex ��s��. :vd..Yam.��'�� rv•.�} �'

imapItTracy.1)avis%40dl r.denr.nc mail.net @nplcK l uemai 1.net:143/fe...
e
Subject: [Fwd: Erosion Problem Near Moncurel
-From: Melt Nevi Is aMel I.Nevi [e-mail]>
Date: Tue. 15 Apr 2003 10:24:27 -0400
To: Tracy Davis <[e-mail]>
Probably the brick mine. Don' t you think?
Thanks
Hell
Subject: Erosion Problem Near Moncure
From: "Buzz Bryson" <[e-mail]>
Date: Sat, 12 Apr 2003 16:04:51 -0400
To: <[e-mail]>
Mall,
we were out riding around today (Saturday) and saw this sediment load
entering this small stream. Stream runs under Christian Chapel Road (not
sure of SR numbed . I 'm not absolutely sure of the source, as I didn' t have
a good place to park and walk up the tributary. However, driving on up the
road we came to the Triangle Brick Company, and did see heavy machinery
working. It was several hundred yards from where the stream crossed under
the road until the brick factory, and there could have been something else
between the two, I suppose. The area along the road was pretty thick with
young pines, and we couldn' t see any distance off the road. whoever is
causing and wherever it' s coming from, it is certainly more than a rain
event issue.
Not sure if this is an erasion control, mining, stormwater or NPDES issue,
but it is pretty gross.
I 'd appreciate it if you could get someone to take a look. Please let me
know if I can help out.
Thanks
Buzz
Yr
n .t K4,^SK
t ✓ Zl
r.
1 r,i 1 4/15/2003 10ds AM

y � 1� 1{r..y f S�Y'� }t .�+C�� ,,,�i .>�y,y�„,,, v�"r,•,.�•+� KY
.F fY•+y`,,�4pf 3�^.Y.L Ste+ '3L�i• ;�� y;yt1` i���t L�;i1.+',•w�4�,��'`��'T�y.}, },�P�N�,'+',�1�� �i�:
*�il�a ft � 'l A•,.�� N•Y'i�',�yr j2,�•xti�Cr"."t, � '1.y� +T
±r��'.�...L���J.if>:����y. �.,; „&.40.�,��s�.q;�•,�'I�� �' ,° ��e1.p'U-:k.'
IN
a.Fi\ .T 'J
r ,ufitS b LSt °,yA ��y ,�hlry•[c..
r' 4 5'r'1' "�. a: o9i(Y•It3 r 7 t
ish�:r , � •ti<1.:4�1'{9+y��4�i{"r` -,� J`�.r
Milt•4 r ��.• Y✓� ��TTi.•� �t. 'S",rn r-rr t - rrj
!`{+ h �r4 t'1•'���``{Y�'°r��'^a�',� � �"�i�,3t�'J'!�*�Z`�'1^-0114
( rS
/'si yl"rrr.','ti�rOh�f''�. �SI�.Ji�'kx�'�iL �,� +':r`l• `s.�f+i" ��,
.xhti rl, f r iS .:}r f! i 7 ��v�`bd'R}1r [- �+f :•L r ^� 4 rev�s } 1�5}'`w }7,'y 1�r firs]# .p �J'-}..;�s
6 1t I 'S1,�tv.7-..k •. y
s �.S 1Lt '1.. � f�' �S�y�L¢ I: SA;<<�^.tt � yt'S'' µ�nii`twlys �„rl { F1#•��r
M �r� sa � ,•_k•4n} "�4rs -'�'[ ?' .1.\ 1r1
Fr ; E•'i r TS Z"tS , RZ'1.ii' { ra� _ikF 1 t n Arf ^T �
w dj•:�yy..r i�,, 'i»-n. •t, p at.}3 y' r +.•« r e .1hSgr Ftr s� ,�f{'a i wi r.J�l re!c t J2 {i r
#xi :fr~i#,IFtrr�g1 ius �r �',�'rrA.r7 +' +' w},+ , {,.i� ';yrt,fy�i -,e.'zS 11Er•Yri-tir .w"�vr+l.r:�� ��f�lrs✓•X{� !�i",�r lr �v I
r v, �� +�c��>�� 1���.9�5 ,�'J I�� r i ����# �i•..k� 1t���� S.r�lw'r:�e�'{s�rV� •._i�'trr `'74 � f Js{'rh d� r'�5�vd s' �1 91 r rfyry�� '•
�� .!t r=Y x � fA^i .:14;Y•;�r �..1,'i; S€ � •`p r�,!1t, ! � ! ,st f� c.:�'", i�� -t. r L'^ - � t 7 -
} "l�♦ ei�Ikln� ' r'rT F + h t1J s.i;'l Q-i ksJ�� �r �Sik+{� �y�M:l,r�� �f'Jkfi 1.,A ra�kr R }Tj 1.fYtf-•�pw•:ti�ir�a�ryY• 'I r���?��"��d^rS �� sty:: I._ . �,5�� :� 1.'G•V7�`�R,Sk� sk��'S''F,ti��w`.�J^s,.�F K.�Srh^ �i` !i� i �'1 )� -..,t `a}:��t l�'^s3' }S•�'JAr sa 1 4r•.n H.v�t' re�-11.�A���1,'.,
� t•b w.+� f i �• .1i A rip..K� r 1, ,, .;ri ?�'+ • �+ G`�
jIs!'4u'(1�."'er4r y,,txr1r�-f'iTkrw4,y'i�J�r r5.S�.'��3;?.r 5 I,S1y•,yfl'�',Y.et.rrit ,f-�k.'yE*`!1.4!)s ss}..'+,'yG�R�p tY'wp'"Jrn 6Ti�P��I.'+�,.,Y.�CSl'—k.r,�"�+e'ILH�•♦�',r�t i"Sya aY��i1.4�Gti',1.Y�iAIhl,Y,y!r,LqF,-�..+4Fh y1y.—}:.'�':S„y♦r 1r:3riiit�SCCII'FFl S`,R';.i�4�'{„7�:l7^.r t.J"ni ti}if`,1s_',4rrs5M<j�'m�rrJ a+alr
y„r Pw " m.rt wv'i'.s r.rt:J.tr.4!}i{.-s 7�'#f�°C".iJY.j&i'r'Ed YSv«.'r.-+,•i7^i'frtx IF F.'i.t�1'ir.f k t 1�}'.t({2'.,..t s.y SI t}t)�iN,9i--fI J�ti1Q{.teSt"'A;{I.-i1�xhL'`�.:•11r d'is.r,1 iYY.i��lr 1"t.''f-I'''Y-n•s'•r�t„�i#.�`4fr1 a��9i Y.'S,_�x*'}-}r';L'nwa-nt4 ik i6JT �5 ' ,rti'.'T{-•.oI:,F..
f:}•.,s�r'°Nf.i Y y,;/.l7t.�iS';a,•��,^-•
'3r
'
�-
-
S'ir�•.,fYi�Y_ p M "�yT t „y, 1 r'y,r3' S, d Vk _'+ 7 } 14 Y,V 1p ; ,SIT' „ yf�y •1 �,F ',
I
✓tiL.y
� p.t a 'o"'rlii aif• r i « r d' ry 4 i f °.4' � .�r tit c. are o� k yl' F i '+ 1 s 5 f x,
ry c�,L,hS J t[#¢"S s°.+r r+,�ne; � � ! iS,�,] r�� �t�a5t.�ry 4 Mk s x� S f +� 45ti� ^2S H�'�r t ''��;5'-•',�'..
.�1� �,,,--�-wr:�� �F � �"� '� C I`�? r T r.. 1' L � i't"E/x�SA �-� 1��H,h?�4L h1r` i-�,L .� q� ry •v [rf y,
.� � r•a�tik .�;i>s1�, yr � a idj�,,r y �r,,'iy a '"'r�t'r ^-,g�} .��,p Y t dit':� o « ,, ,
5"_r .4..r 17•fa; .-w.1 T. +.•e. i i•t�. + .;s b k4 r � l4 y� fi i ro� 1 -�T i ti z^Y I A n i
k � M �`f�.
'�j'd�y.�'' AID }+,In �'f �' i ', r z 1�' u r y--i w.y'S r rs�''n a• 1 t
r 'kill:; k .�"'�Jl RIM :✓ u } �h'l't '.`� xy ' •s �5>,T t.,..r f- ,`
ai
•, r lr ••t�Y1 rYr d ?aiµ n r ,-. id ♦,cad �.�4 ;?rdw� S.Mif'#i M ri r rrvil/t i��;!
t'b.: `,•. v .sj r `� S bt ! y c" a is '. l.�J if •1 a 7
ff +t'tr {.�,., l; iS` i w � 5 � �d3 t Frr •.
r``x •s ,� � r� .`� .� 1x . � �t ���`;��, •��. •.�r'�•�4 'f" r•�' Fib r�.�•* ri ��•
?'tit_ jr.
n,•. r � n - isggi f ty�t S w• rhl'Z-.«�)�S'ti''-� y d �X
.������+ �
�,{ r �S. � � 'rinlr.e•w I� � i. STf E,,{k J•+� �flr
e''i t'y,'T•r- i 55 -�,•� ,,�rqt� +�i i *J..•.l ja �, S\:�"e ,try, i
r-��1'f "5Y •f ice•'� �w ��i.� pr i�'L..'o'ary ...�,
�� ��f S�$� ��� r r. �.��a y`������.�w jt�� t•i�il�d2�'�'a2�L,7�•�A��`[N��. �...
�' .�°sy'SE� '�. :fit '�" 3•+� �" � E) .�. �3M1kihh..,T �.�11� .fir:� �
W n�'S f� ems- ', � 'r&.. M�i�i1 y �n Gy�h'n"f%'� t',1��FF��'�i,i�M��f.• iYr lTr,,
fj,,, ��r �" '%P S T•.1 t ;. •"� r SS f
{; hq ��', "4y.' '•r..'fit. 1��i'�.r�� yy,
.� ,�y J w¢+�°'4�r' Y, �: �;' ,,*�I.'`;,5�� r� J� �"1!.'. ,r•s: 4y- _���V►...:`Y r.�,i�`�._-�y�s. �
� 4:x. •5..1-sr i ` f 4i�'�" �1T f�l '�/ f•��k i._>i�' ' '�U� a r�"��e�• i-
rj.tv.tt�' h�� .i3:t�•. ., i'. .►7s• �f :L. '�� a•Y�r� .•,,y.�C,.

:.:)Meny Oaks No. L Ram1119-10 e 18
Subject: Re: Merry Oaks No. 1, Permit 19-10
Date: Mon, 26 Feb 2001 07:56:01 -0500
From: Chris Hite <[e-mail]>
To: Tom Wainwright <[e-mail]>
CC: Tom Wainwright <[e-mail]>
Hey Tracy. I'll be working on this one today, as scheduled.
- Chris
Tom Wainwright wrote:
Dear Tracy,l'm requesting your assistance in the review and approval of the Merry Oaks I Mine Permit Renewal
Application.A brief correspondence chronology follows:
June 02, 00 Submitted Renewal Application to State
• July 19, 00 State sends comments on application
• Oct 10, 00 Response to comments submitted to State
• Nov 14, 00 Additional (verbal) comments requested from State
• Nov 22, 00 Response to verbal comments submitted to State
• Jan 08, 01 Typo in the response submitted 1122)0o. Verbal requestito correct.
• Jan 06, 01 Typo corrected and submitted to State.
This process has now been going on for 9 months and I've been informed that Triangle Brick Co. is running out
of operational space under their current permit. To my knowledge the approval letter has not been sent out(as of
this writing). I realize that your staff is extremely busy but if you could look in to this matter we would greatly
appreciate it.T�hanks,�
fir, LYl dV1YAi�t.1�GGlJ
Tom Wainwright, PE
Pmjmt Manager
twainwriahtfnlmekimereed.cam
Cary,NC<Txmkaarnopme pre0x=a ns="urn:schemes-miemsom�om:offke:oflice" A
(919)2338091 (Front Desk)
(919)2335261 ext.21N(Direct)
€V Chris Hite <[e-mail]>
Assistant Mining Specialist i
j NC Department of Environment and Natural Resources [
i Division of Land Itcsourecs,Land Quality Section
1 of2 2/26/2001 997 AM

MINING CHECKLIST FOR ROUTING
Applicant's Name: /'/4441r Project Name: 1�`i 1aAK A10. PAr �p
A/ //// r r
Applic./PermitNNoo.: � GH/6County: 44kAl Date Received:
Reviewer: 1tiIP River Basin Name: L'-,d r ✓`gql
❑ New 3,Renewal Q'Modification (inside permit boundaries)
❑ Modification (outside permit boundaries) ❑Transfer ❑Release
❑ Partial Release leAdditional Information ❑ Fee Needed: $
❑D Fee Received: $
pppppppppp
L7 R PtqA Regional Office (2 complete copies; attach the "LQ5 Regional
Office Mining Application Review Checklist" to one copy and attach Iz the DWQ and DAQ
"Mining Application Review Form"tc the other copy, send both copies to the Regional Engineer)
Date: Routed / Rec'cl
❑ Division of Water Resources Date: Routed %38-Rec'd
❑ NC Wildlife Resources Commission Date: Routed Rec'd
❑ U5 Fish & Wildlife Service Date: Routed Rec'd
(Only new applications and modification requests that add land to the permit)
Please route first 3 pages of the application and any location maps to;
❑ Division of Parks & Recreation Date: Routed Rec'd
❑ NC Geological Survey Section Date: Routed Reo'd
(Only new applications and modification requests that add land to the permit)
❑ Division of Archives & History Date: Routed Rec'd
(Only new applications)
❑Other. Dater: Routed Rec'd
""SJuoperloc Date for Corti lerit5: S (no later than 25 days
from receipt)
aPlease note the following: / / 116
�
T o/' //ON/' /'P✓r/Pn/ �P�J/JOASP 4 �i�A /f1o//

40MFK1N4&C1MAdh1` ED
January 9, 2001 M&C 00757-0015
Mr. Chris Hite
North Carolina Department of Environment and Natural Resources JAN x 2 ?0�
Land Quality Section 1
Division of Land Resources i
1612 Mail Services Center
Raleigh, NC 27699-1612
RE: Triangle Brick— Merry Oaks Mine #1
Permit No. 19-10
Chatham County
Cape Fear River Basin
Dear Mr. Hite:
On November 22, 2000, McKim & Creed, on behalf of Triangle Brick Company,
submitted a revised drawing depicting sediment pond details. That drawing
inadvertently referred to the riser hole spacing as 3' rather than 3" as allowed by
regulation. This typo has been corrected (see attached sketch). Also attached is a copy
of that regulation allowing perforations at the 3" spacing rather than a single orifice (as is
also allowed by regulation with supporting calculations).
As per our conversation of January 8, 2001, this response was the last item that needed
to be addressed prior to permit issuance.
As always, your cooperation is greatly appreciated.
Sincerely,
MZIMCREE P.A.
Thomas J. Wainwright, P.E.
Project Manager
Attachments: Drawing
5625 DILLARD DR., SUITE 117, CARY, NORTH CAROLINA 27511
QA07 5 7100 1 5%1 010 1 1 001hi[e.dbc TES 919.233.8091 FAX [phone] www.mckimcreed.com
AA0002667

Pipe Connections—Ensure that all conduit connections are watertight.
Rod and lug type connector bands with gaskets are preferred for corrugated!
metal pipe to assure watertightness under maximum loading and internal pres-
sum. Do not use dimple(universal)connectors under any circumstances.
Basin dewatering—Many new techniques are available for dewatering sedi-
ment basins. A single hole placed just above the sediment cleanout level will
-' dewater the basin slowly and not interfere with trap efficiency.
'^'�• The size of the dewatering hole may be approximated as follows:
NO1103S All ltlf1D ONtlI Ao= As x
NN30 T x Cc x 20,428 -
where:
�Q� Z Nt�jt An = surface area of the dewatering hole,ft2
As = surface area of the basin, ft 2
a h = head of water above the hole, It
51 !a ;l 61 Q Cd = coefficient of contraction for.an orifice,approximately 0.6,and
detention time or time needed to dewater the basin,hours (recom-
mended 10 hours).
NOTE: Perforating the riser with multiple holes with a combined surface area
equal to Ao is acceptable.Perforated risers that dewater the basin rapidly may
interfere with sediment trapping.
L112-inch
e basin may also be dowaeered by perforating the lower half of the riser with
holes with a spacing of approximately 3 inches in each outside valley.
ver the perforated section with 2 f[of IR - 3/4-inch gravel.Use NCDOTandanl#57,or#5 was
stone when it is available.
It is important that a suitable trash guard be installed to prevent the dewatering
--- _holes from becoming clogged.
Trash guard—Install a trash guard on the top of the riser to prevent trash
and other debris from clogging the conduit. A combination anti-vortex
device and trash guard improves the efficiency of the principal spillway
and protects against trash intake.
• Protection against piping—Install at least one watertight anti-seep collar
with a minimum projection of 1.5 ftaround the barrel of principal spillway
conduits,8 inches or larger in diameter.Locate the anti-seep collar slight-
ly downstream from the dam center line. A properly designed drainage
diaphragm installed around the barrel may be used instead of an and-seep
collar when it is appropriate.
• Protection against llotation—Secure the riser by an anchor with buoyant
weight greater than 1.1 times the water displaced by the riser.
• Outlet—Protect the outlet for the barrel again[erosion.
Discharge velocities must be within allowable limits for the receiving scream
(References:Outlet Protection).
6.61.4

i
i
I
i
i
i

(Fwd:Merry Oaks#1(19-10)]
Subject: IFwd: Merry Oaks #1 (19-10)1
Date: Tue, 09 Jan 2001 11:16:l7 -0500
From: Chris Hite <[e-mail]>
To: [e-mail]
:::::.:............................................................-.................................................................................................................................................................
....
...................................................................... ....................• .--.. --.
Subject: Merry Oaks #1 (19-10)
Date: Thu, 04 Jan 2001 17:15:52 -0500
From: John Holley <[e-mail]>
To: Chris Hite<[e-mail]>
Here are our comments on the subject revision as requested:
(1) The rip-rap thickness issue has now been addressed.
(2) The note added to the basin detail should provide for adequate
dewatering; however, is the 3' spacing intended both vertically and
horizontally? Is it 3' or perhaps 3" spacing? The maximum area for the
dewatering holes should be calculated and accounted for in the design to
ensure that the basins will behave as they intend.
r— ..-:.:-:...............................................................................................................................................................................................................
Chris Hite<chris.hite(_a,ncmail.net>
Assistant Mining Specialist
NC Department of Environment and Natural Resources
Division of Land Resources,land Quality Section
r
t of 1 I/9/2001 11:21 AM

Murry Oaks#I (19-10)
Subject: Merry Oaks #1 (19-10)
Date: Thu, 04 Jan 2001 17:15:52 -0500
From: John Holley <[e-mail]>
To: Chris Hite <[e-mail]>
Here are our comments on the subject revision as requested:
(1) The rip-rap thickness issue has now been addressed.
(2) The note added to the basin detail should provide for adequate
dewatering; however, is the 3' spacing intended both vertically and
horizontally? Is it 3' or perhaps 3" spacing? The maximum area for the
dewatering holes should be calculated and accounted for in the design to
ensure that the basins will behave as they intend.
1 of 1 i/8/2001 7:26 AM

o •

A •
MINING CHECKLIST FOK ROUTING
Applicant's Name: /A/rxl Lag/�A Project Name: /ye/Py g^Ks A0.
i
Applic./Permit No.: /f-10 County: CxmAtm Date Received:
Reviewer. 1�011'IY le River Basin Name: 1-�a/JP
❑ New CYRenewal []'Modification (inside permit boundaries)
❑ Modification (outside permit boundaries) ❑Transfer ❑ Release
❑ Partial Release G3 c itional Information ❑ Fee Needed: $
❑ Fee Received: $
Plmner rho i nt[ire application pig
Regional Office (2 complete copies: attach the 105 Regional
Office Mining Application Review Checklist" to one copy and attach Loth the DWQ and PAQ
"Mining Application Review Farm"to the other copy; send both copies to the Regional Engineer)
Date: Routed?—/—PW Rec'd
❑ Division of Water Resources Date: Routed
❑ NC Wildlife Resources Commission Date: Routed Rec'd
❑ U5 Fish & Wildlife Service Date: Routed Reed
(Only new applications and modification requests that add land to the permit)
Please route first 3 pages of the application and any location maps to:
❑ Division of Parks & Recreation Date: Routed Rec'd
❑ NC Geological Survey Section Date: Routed Rec'd
(Only new applications and modification requests that add land to the permit)
❑ Division of Archives & History Date: Routed Rec'd
(Only new applications)
❑ Other: Date: Routed Rec'd
"5uspense Date for Comments: (no later than 25 days
from receipt)
/
B,Flease note the fallowing:
o/ youP /P✓��n/, /�(PS,�O�SF � /Tg�iail /j�P�4�voilgl U�/CF J
//�����Y/OoG ,_�'F�✓i'P�w/CoM.�JPgrs anr;/ 44L f14ta 's 10VA400

v VICIQM&CIRPED
November 22, 2000 0757-0015.OR
Mr. Chris Hite
North Carolina Department of Environment and Natural Resources
Land Quality Section
Division of Land Resources 6 [ D
1612 Mail Services Center
Raleigh, NC 27699-1612 -
E�Nf)
NOV 27 2000RE: Triangle Brick— Merry Oaks Mine#1
Permit No. 19-10 OENR
Chatham County C211ALITV SECTION
Cape Fear River Basin
Dear Mr. Hite:
McKim & Creed on behalf of Triangle Brick Company is submitting a revised drawing per
your phone call to Tom Wainwright on November 14, 2000. This phone call identified
changes to be made to the riprap apron thickness and the dewatering of the sediment
basins. These items have been addressed and modified as requested on the enclosed
Sheet No. 11 . Two copies of this drawing are enclosed.
Should you have any questions regarding this information, please don't hesitate to call.
Sincerely,
McKIM & CREED, P.A.
Jonatha Ea kins, P.E.
Project Engineer
Attachments: Drawings
ir
D90757W0151101DENR Response Letter 11-22-00.1d
5625 DILLARD DR., SUITE 117, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www,mckimcreed.com

,� _ -__
z ,.
! i � �f;.i
�.��' '-

` °%^ '�� ® NORTH AROLINA DEPARTMENT OF
� � ENVIRONMENT AND NATURAL RESOURCES
n'y'6P�1'�BI. 1
IU_ `{vim- DIVISION OF LAND RESOURCES
Mc
DE
November 221 2000
' 4a :
:�•"Eserl+°"> Jw : Certified Mail 7099 3400 0001 7988 3268
Return Receipt Requested
Triangle Brick Company
"a,i�HDE"•" Attention: Mr. Howard P. Brown, President
AT 6523 NC Hwy 55
IT
Durham, North Carolina 27713-9413
CHA AS.R I.GARONER
:i=.c +Pe�*livTg°crcn?a' RE: Merry Oaks No. 1 Mine
d ST%.TE GE°
Permit No. 19-10
Chatham County
Cape Fear River Basin
y
4 Y _A
T
Dear Mr. Brown:
' r We have reviewed the application you submitted for the above referenced
6- mine site. However, the following information is needed to continue processing
`I your application:
Please address the items listed in the attached Memo from Mr. John Holley
"• dated November 13, 2000, as discussed with Mr. Thomas Wainwright of McKim
x & Creed, P.A. (phone log attached).
rr Please be advised that our review cannot be completed until all of the items
` listed above have been fully addressed.
r yS
-_:. In order to complete the processing of your application, please forward two
(2) copies of the requested information to my attention at the following address:
z Land Quality Section
"ss
Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, N. C. 27699-1612
t T _
. ,� LAND QUALITY II e 191 p1»> aB>Y FAX {BIBIT»NOMOO
G mwmuL Sunr[reeoiorv9l97333633 x1919)1155801
v: >BBP 181] ( BI>W->B99 F%%191 B)T S BBOI
.a. AN ED UAL OP POBTU N ITY I AS PI Bw ATIVE Aol ON Eu A LOVERS- 50% R OR, POST-CON
DENR TOL FREE NOTLI N IL 1 577.62]P6>n6

CERTIFIED MAIL 7099 3400 0001 7988 3268
Triangle Brick Company
Page 2
As required by 15A NCAC 513.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. If you
are unable to meet this deadline and wish to request additional time, you must submit
information, in writing, to the Director clearly indicating why the deadline can not be met
and request that an extension of time be granted. If an extension of time is not granted,
a decision will be made to grant or deny the mining permit based upon the information
currently in the Department's files at the end of the 180 day period.
Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as
possible. Your prompt response will help us to complete processing your application
sooner.
Please contact me at (919) 733A574 if you have any questions.
Sincerely,
Chris Hite
Assistant State Mining Specialist
Land Quality Section
Enclosure
cc: Mr. John Holley, P.E.
CERTIFIED MAIL RECEIPT
U.S. Postal Service
T
m
Pro; go S
S
' ry cemn.d Foe
r'I gRum Rm*t Fee, Hare
O (EnWumrX Pepuired
Fe"I&W Cauvery Fro
�Endaaemmt Required)
O pp
p TulY Poelepe 6FeM $
S
T Neme(PCeF PMr CRerlYI4oMpblbrl "
rgrr
j Sl ........ ..
� reei.�FPCNa.arPo9v No.
Q" ________._. _.____
p . ._________ _ . ..
_ ._ _ ..
ry City.B'IeIe.ZIPrO
.. 1

.t M I 'X 1 L k V tc " ^rj L*' rf °*L1St el
rJ?•+"'S�'�64pg0pp}.,i�' KJ h'1'Yt�'��r'Y`1-�i F GH r I v c U ,(
�. 'd,� v!� •- "�,����❑❑ii ,f:���. �'4` c � r �r h k r� 8G f "�i� �1'�.. r !. �/r �1'rJi11cC.yrr�+�t �L
,!j� t f 0 h4F•!f t b r'. t� l/r� « �p � p�,�v �+t ,,/ "�Sq�y i
",�..,� rb����Jf.�P t(y "1�� •" 1b74"�!"*"r'� i �r
�t�I��7fHL•F,4.s� t irj '� 'y4„•.' r { r _ .'?4,
JS 4S•Miy�Y3{4=}r ..,�r / "ti t:N
r%
' 'a S f4fyi � � ' i / ♦/I _
/ / 1
y ,
}.
<l
1 J
"Atj(y'�+ 1y pqI
4t � f'N e1
P y • ��,y ��`+".��A-`fF' .,?��'�'.c��S�-'�4`�..1� ${yLL'y-t�� ��'?�d i� i"t�°y'��`� ''A`�F �if { '�t,Y.if:
,. �� <ne 5 ,y`�4«Y 'St'jiTL 4Y:v�i- 'W�rr 'Ij•5��9"*+i��"f*N �< -�y`T'✓.�'v n^f E?�
t ' � r�4 f , .F S -•.� s-4 € ,y .ftr � " x� �x' ''Y 't vQ
r n .�. 1 s+ . . / � tc�L��'.� *fie , aYy3`t' >.eT,�yya'•'«-��'� �.�w,�'+d+� � 1&r'J'v^n, m.�i^'� I:ti...
� � J � 4X, �x v. Sp„tyl t K.ra t4 rril3"."',F'.fY�s,,-�,, .aa ` _. 'ud•nt r�'
< r t.A v Y ,}�'{',� 'h FS � tJ�.rif,"nt�.'t��i..h��4 ♦ uk .} 5 �, "�e'i �, M�S{.�...
_ �� � � ��6ut �f��_ r .�r,?�� �'✓`k T nt+i�����,`t�' lst�4G"�'��y'�Sf'�w�'1 ����4i ar�'� 'Fy �a'h t��L�r�t4~t
�+� �s -r '' ,5��y.� 1�.tySc�l�rt+eµxry ��.F �' �+ � w•+ tr ayCr��z��r��k3,° ��,
,. , ' ,nRT/.YiYil3ht �)+:.wy__fi':c. .it i.� Y �rR .5`�15xt4'i nY k t: �'R.S'+�'N.,<,+rfi�PN..Jt.iJ~'�d•`�.,M-.S j 'HK.rf��✓��� ..5�,�S�Kyf:�v'f'3t' � s ,Y S �^rl. .�tiY

I"7p
qi
L4V
rp,1 4
Vr,
Sl
�o t
.It
IN 2.
It M I,
.1 IL
2SyiPr 5 Wt
-I J.
1H
Mm
WE
,gopmg,

Merry Oaks 91 (19-10) 0
Subject: Merry Oaks 41 (19-10)
Date: Mon, 13 Nov 2000 16.48.17 -0500
From: John Holley <[e-mail]>
To: Chris Hite <[e-mail]>
I have reviewed the revised plan and offer the following comments:
(1) It appears that most of our previous comments have been addressed.
(2) Class I rip-rap must be placed at least 18" thick.
(3) Part of previous comment 8 does not appear to be adequately
addressed. The dewatering devices still do not appear to be properly
detailed or accounted for in the design (i.e. what size perforations and
how many, and how will this affect surface area and/or dewatering
tames) .
I would not recommend approval until these issues are addressed.
I of! I 1/f 4/21)00 9:09 AM

MINING CHECKLI5T FOR ROUTING
Applicant's Name: ��"%aitq�p ✓%��r�'"i�'OProject Name: /9</1Y G,/, l/r o•
Applic./Permit No.:/County: die 144 Date Received: �rYekl /i YOGG
Reviewer: C'/o✓e's 111 River Basin Name: 10�a.fP
❑ New Ykarewal Z6odification (inside permit boundaries)
❑ Modification (outside permit boundaries) ❑Transfer ❑ Release
❑ Partial Release EI Additional Information ❑ Fee Needed: $
❑ Fee Received: $
PI/.a ro ntir arPlication Package to:
L� no Regional Office (2 complete copies; attach the "LQ5 Regional
OfRLe Mining Application Review Checklist" to one copy and attach both the DWQ and DAQ
"Mining Application Review Form" to the other copy; send both copies to the Regional Engineer)
Date: Routed0-4 -anzzec'd
❑ Division of Water Resources Date: Routed Rec'd
❑ NC Wildlife Resources Commission Date: Routed Rec'd
❑ U5 Fish & Wildlife Service Date: Routed Rec'd
(Only new applications and modification requests that add land to the permit)
Please mute first 3 pages of the application and any location maps tea;
❑ Division of Parke & Recreation Date: Routed Rec'el
❑ NC Geological Survey Section Date: Routed Rec'd
(Only new applications and modification requests that add land to the permit)
❑ Division of Archives & History Date: Routed Rec'd
f t (Only new applications)
❑Other: Date: Routed Rec d
*"5uoperl58 Date for Comments: ,1aeP.4°v4A(no later than 25days
from receipt)
❑ Please note the following: /y

t`
>,
��.

079-00'0.00°W 078°59.0.o0"W LI 1 07s°58.0.00"w
w46 �—'r
IT
Mi is
r p N \ or
� r 11 '\ L
J U
Gsodw
• FEET
p / ��'/qn 1 /�l1 \•' j� 1
w , ,a
f€ m� • f "\1� Ir
z w—
IN
�\ lx
35.3]'30^rv=
7V 00' IeQf Ic63 rot) 12 Cto G00 FE
pE\ lapped, edited, and published bythe G 01agj0al Survey '
O�GJ 51' Chief by USGS, NOSMOAA, and North Carolina eodetic Survey xxe
ell opography by photogrammehic methods from Ear at photographs x
akan 1973. Field checked 1974 II
rejection and 10,000dwt grid ticks: North Carol ia coordinate system G I1111
z Lambert Conformal conic). 1000-meter universal ransverse Mel rm ns i Ma' z
IRS
d licks, t e pre shown in blue. erica North A 983 a m th '
o lace lines
the Teter North American Datum sta movethe
jMied lines 12 meters south and 22 meters w sl as shown
dashed corner ticks mn cIM AN 1T CENTER nbxOF
downin10 Ar anOF
lue hatching indicates areas to be submerged by . Everett Revisions nM1own S p Hole and woo
orlon lake at elevation 216 feet cooperation with $tat of North Car o
,Leas covered by dashed light-blue pattern me sub act in aerial photographs is an 1980 and
ontrolled inundation Inner oration not field .hacked. Ma
079°00'0.00" 078°59 O.Otl'IN078°58'0.00"W
Name: NEW HILL Location: 0350 38' 11.5" N 07W 59- 14.1° W
Late: 1011WIDO
Scale: 1 inch equals 2000 feel
copyryM(C)1997.Ma01¢clt Inc.

Map Output wyvwyydl0lhup://64.144.25.1 J/clwlhunUmspFiame.him
19-10 Merry Oaks #1 Mine
5559 5263 552]
f5793 5502 fi5]81 5588 5�b1�/� 52383 s
5791 553 $5BB 5522.
W440 553B—]0]55 5550 5547
l�Jq� Q
III
5525 a 5525 5523 02386
—�55,1121 5542 5518 5540r 6524 623]] O
551
0]0544
]115iZ/ 153335521t Ma'0
5600 605
1� 5 H 517 5533 5L5532 h aat' Rvilrvv[N
6652]�92399Y B)261� 5531loe 557
51y1e 3' /✓ RcaBa
5518 553 %5539
5611 �58 rr{{QE 5822 /./ Streams
$596 At 4`er parcels
560]t6 ' 25591 559] 5205
Water Fnaturea
Municyovlitba
5529 El CountyBoundary
5804
19502 k 562t
dfjO ;f1w �yah
C� 9595
n5ir 53]]
6>198
5800
502 A 4p
"0J yf 5599
M39
86288 5626 5599 (�y yy
Map;or eea4,EyeMapper y� 5627
a�tgle aIC- /'oa®i.�Cfs lye/ y
I oft 10/1811 11A2 AM

Map Output wysiwyg://Olhttp://64.244-25.13/chatham/mapFrainc.htm
19-10 Merry Oaks #1 Mine
Roilroads
I�•Ti �_., +.,�a__ O r! ` ' s • r ti.iwJ Llr
��' '� istf n +-ter �,- � f✓ Streams
. *�s►A r i" Wat"r Features
s t
Aerial Photon
County Boundary
A • �' mi YF ' • A `•
Y, � t '
lit
Y •Y _ = f.
. - Q ICE � �, .. �± -��b�I •.� rl
Map;a'reated.br;eMapper fl `�.9 0-0
l of] 10/17/2000 3:50 I'M

` NORTH CAROLINA DEPARTMENT OF
la
ENVIRONMENT AND NATURAL RESOURCES
M DIVISION OF LAND RESOURCES
Yir®�
N MENR ': July zo, z000
y ,
Certified Mail
JAMESS HUNT JRP Return Receipt Reauested -
��u,n
Mr. Howard P. Brown, President
pR�+,40
9 Triangle Brick Company
6523 NC Highway 55
Durham, North Carolina 27713.9413
3 CRETANY. P
RE: Merry Oaks #1 Mine
� f y
` Permit No. 19-10
Chatham County
CHARLEIH.WRONER
. IRE CT0 0 Cape Fear River Basin ANDSTATEG8000OtET �
s
Dear Mr. Brown;
.. '_ We have reviewed the renewal and modification request your company
" submitted for the above referenced mine site. However, the following
{ information is needed to continue processing your application:
r'
i
I .? Please address the items listed in the attached Memo from Mr. John
' Holley dated July 7, 2000.
' { Please be advised that our review cannot be completed until all of the
4items listed above have been fully addressed.
In order to complete the processing of your application, please forward
:Es:f• two (2) copies of the requested information to my attention at the following
-- -,-:.- address: _
-• ' ' - - Land Quality Section
:t Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
� :,.. Raleigh, N. C. 27699-1612
t
,0
y�
F }
n
LANQUA SECTION 733-4S74 PAX 9191 733 2976
GEOLOGICAL OLIVEv SECTION (910)933Z423
F4% (91p 793-0900
'^ .�y1 P.O. SCX27687, RRLEmNo NORTH CAROLINA 27611-TRAIT TELEPHONE [phone] FAX'(919,919-9a01
AN EQUAL OPPORTUNITY/APIIRMATI VE ACT10N EMPLOYER- 50% RECYCLCOII 0% POST-CONS V MER PAVER

Certified Mail
Mr. Brown
Page 2
As required by 15A NCAC 5B.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. If you are
unable to meet this deadline and wish to request additional time, you must submit information,
in writing, to the Director clearly indicating why the deadline can not be met and request that
an extension of time be granted. If an extension of time is not granted, a decision will be
made to grant or deny the mining permit based upon the information currently in the
Department's files at the end of the 180 day period.
Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as
passible. Your prompt response willhelp us to complete processing your application sooner.
Please contact me at [phone] if you have any questions.
Sincerely,
Tony L. Sample, C.P.E.S.C.
Assistant State Mining Specialist
Land.Quality Section
Enclosure
cc: Mr. John Holley, P.E. -

Mcrkpiu; �,Uw0) ® umbui t
Subject: Merry Oaks 91 (19-10)
Date: Fri; 07 Jul 2000 12. 11. 16 -0400
From: John Holley <[e-mail]>
To: Tracy Davis <Tracy,[e-mail]>
CC: Tony Sample <[e-mail]>
I have reviewed the renewal/modification application, and offer the
following comments for your consideration:
(1) The conceptual design and sequencing are good, but additional
details are needed to ensure adequate S&E.
(2) S&E deficiencies that were addressed last year required some field
addition of measures and adjustments in the SE portion of M-1 that
should be reflected on the plans.
(3) S&E for access road construction has not been specifically
addressed. Portions that will not runoff into the proposed basins must
be addressed (e.g. NE portion of M-3 & north of M-5) .
(4) Some of the longer term check dams (e.g. below stockpiles) may need
sized traps.
(5) Temporary sediment controls for basins & traps should be specified.
I would suggest check dams below basins (that can be incorporated into
the proposed dissipators) , and silt fence below traps.
(6) Although the traps and basins will serve most of the initial
disturbance as mining begins, there will be perimeter areas that will
bypass the devices until they are cut by active mining. The specific
limits of disturbance should be shown, and additional silt fences, check
dams and/or traps must be shown to prevent soil loss from those areas.
(7) As mining progresses, proposed outlet protection devices for some
culverts must be extended to a point at least 18-24" below the proposed
final water line in the pits converted to ponds. It should be noted
that based on the submitted data, most of the outlet aprons must be
constructed with at least NCDOT class I rip-rap placed 18" thick over
geotextile.
(8) Although I did not review all calculations in detail, it appears
that primary spillway designs are deficient. Dewatering features are
not designed or detailed (I would suggest skimmers for this site) ,
anti-flotation blocks may not be adequate (1/2 CY will not be enough for
the 36" pipes, but the 2xDia. dimension for a square-shaped block should
work if the base of the riser is also filled) , and having the barrels
the same size as the risers is not efficient (the barrels will not be
fully charged) .
(9) Any jute linings should be installed over mulch to form a straw/net
temporary lining in swales.
(10) All basins/traps must be provided with ground cover immediately
following their construction. Lespedeza (particularly Sericea) should
not be used on the dams. Inactive areas must be stabilized as mining
progresses, consistent with the new S&E requirements of no more than 15 V_
working days of exposure_
(11) DwQ comments are forwarded via fax.
t of 2 7/17/2000 9:0I AM

Z• 355 710 475
& �P 2'Service
leceipt for Certified Mail
No Insurance Coverage Pro ad.
Do not use For lnlematmal Mail See reverse
Senitp
Slred d Number
Pulgfiw,Slere.d ZlP Cptla
Pumge .$
Cenfied Fee
Spec@] t8very Fee
R fiusd Delivery Fee
N
H &DaterSenWs
vnmme Date mI'avwea
n ammaeaps'amgmwmn,
Wk,6Mhese'a lb5ett
O MT"Paswge d Feu .$
m
� PusreM o�Dam
N
n

..'..f'�• _..cif
NORTH CAROL-INA DEPARTMENT CF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF - 1NO RESCURCES
'CDENR:
s
Fax
a B.NugrJw. `Y
AMOq
�T
To:
oa:. -
lEM oc Mck Ia er
V !
F,,; Z 33— 80 31
Pages: 2 !ndi�dino rnve�a5e^
veT�i exgeneq.i, _
artu..-1�5$
9E:OIgEROC JS
s^t>d Date: �7- l9 — Dy7
. Are cea�aeurx:
Comments:
A
T-`.. FROINI:
Land Quality Section -
tv� Telephone: [phone]
Fax Number: (9I9) 715-3301 or(919) 733-2376

Merry Oak,A 1 (::)-.{0)
Subject: Merry Oaks #1 (19-10)
Date: Fri, 07 Jul 2000 12:11:16 -0400
From: John Holley <[e-mail]>
To: Tracy Davis <[e-mail]>
CC: Tony Sample <[e-mail]>
I have reviewed the renewal/modification application, and offer the
following comments for your consideration:
(1) The conceptual design and sequencing are good, but additional
details are needed to ensure adequate S&E.
(2) S&E deficiencies that were addressed last year required some field
addition of measures and adjustments in the SE portion of M-1 that
should be reflected on the plans.
(3) S&E for access road construction has not been specifically
addressed. Portions that will not runoff into the proposed basins must
be addressed (e.g. NE portion of M-3 & north of M--5) .
(4) Some of the longer term check dams (e.g. below stockpiles) may need
sized traps.
(5) Temporary sediment controls for basins & traps should be specified.
I would suggest check dams below basins (that can be incorporated into
the proposed dissipators) , and silt fence below traps.
(6) Although the traps and basins will serve most of the initial
disturbance as mining begins, there will be perimeter areas that will
bypass the devices until they are cut by active mining. The specific
limits of disturbance should be shown, and additional silt fences, check
dams and/or traps must be shown to prevent soil loss from those areas.
(7) As mining progresses, proposed outlet protection devices for some
culverts must be extended to a point at least 18-24" below the proposed
final water line in the pits converted to ponds. It should be noted
that based on the submitted data, most of the outlet aprons must be
constructed with at least NCDOT class I rip-rap placed 18" thick over
geotextile.
(8) Although I did not review all calculations in detail, it appears
that primary spillway designs are deficient. Dewatering features are
not designed or detailed (I would suggest skimmers for this site) ,
anti-flotation blocks may not be adequate (1/2 CY will not be enough for
the 36" pipes, but the 2xDia. dimension for a square-shaped block should
work if the base of the riser is also filled) , and having the barrels
the same size as the risers is not efficient (the barrels will not be
fully charged) .
(9) Any jute linings should be installed over mulch to form a straw/net
temporary lining in swales.
(10) All basins/traps must be provided with ground cover immediately
following their construction. Lespedeza (particularly Sericea) should
not be used on the dams. Inactive areas must be stabilized as mining
progresses, consistent with the new S&E requirements of no more than 15
working days of exposure.
(11) DWQ comments are forwarded via fax.
1 0l 2 7/17/2000 8:01 AM

Merry Oaks x| U»�«)
� -
I do not recommend approval until these issues are addressed. If there
are any questions, please advise.
--------------------------- --------------------
�
z^yz 7//7/20008:01xk8
�

JUL. -07' OOIFRI ) 11 20 MEIVR RRO TEL: [phone]E P. 005/004
MINE SITE. REVIEW FORM
Dwq comments - water Quality
Project: nn E2ii^t oAye County:
Assigned Tc: "P�.A_m1_ ... . Due: Completed : 4 �
REVIEW ISSUES :
Watershed/Stream Name and Classification : 1T
Comments :
PENITS: -
v¢c li4
NPDES Permit Required ✓
NPDES Permit Existing (No, )
Nondischarge Permit Required ✓
Mondischarge Permit Existing (No . )
Notice of violation Issued ( Date(s) )
Enforcement Actions Taken ( Date(s) ) 7
comments:
ENVIRONMENTAL ISSQEB:
wetlands Disturbed by Activity
401 Certification Required ,
Comments: M t -+e Y46dof
Approved By: ��LSY Date• � Oo

op

JUL. -0P CO (PRI ) 11 .21 NCOENR RRO TEL .[phone] P, 004/004
MINE SITE REVIEW FQRH
DWQ Comments - Groundwater Quality
Project: r-A94*7 6*zf4 AL-- County: cldm-#Av
Assigned To:W,%ag iAYLD,L44cargo Due: an Completed: 40-h4aago
YS;i dQ
Well Permit Required
Well Permit Existing (No. )
Groundwater Contamination Problem
Notice of Violation Issued (Dete(s) �✓/„T. )
'n'zcorcement Actions Taken ( Date(s)
Comments: T,:/E P.PoPaun `jc.vr /rye e Tii✓v.�l�
APALI� QJ'Lp�,�H�n�LA f1i94 - i✓o rjaee I.
Y,.ao.9�7S f a 7iYE.S.69b�YD`y R .
Approved By: % Date: G oD

Mark S. Davis Fax:[phone] Jun 27 '00 16:17 P. 03
® North Carolina Wildlife Resources Commission
Charles R Fullarood,Executive Director
MEMORANDUM
TO: Susan B. Edwards
Mining Program Secretary /
Land Quality Section n / ,/
FROM: Owen Anderson
Piedmont Region Coordinator
Habitat Conservation Program -
DATE: June 27, 2000
SUBJECT: Mining Permit Renewal and Modification Request for Triangle Brick Co.
Merry Oaks Site No. 1, Chatham County, Permit No. 19-10.
Biologists with the North Carolina Wildlife Resources Commission have reviewed the
subject permit modification request. Our comments are provided in accordance with provisions
of the Mining Act of 1971 (as amended, 1982)(G.S. 74-76 through 74-68 15 NCAC 5).
Triangle Brick Co. is requesting a renewal and modification to their current mining
permit (No. 19.10). New disturbances of 55.2 acres for the construction of sediment ponds,
stockpiles, plant/haul roads, and excavation are included in the permit request,
We welcome the opportunity to work with the applicant to reclaim this site for future fish
and wildlife habitat. Because land reclamation provides an opportunity to improve existing
wildlife habitat, we recommend that plantings include herbaceous species and a variety of tree
species that will be more attractive and beneficial to wildlife. Pasture and fescue-based grass
seeding provides little value for wildlife. We would refer the applicant to Surface Mine
Reclamation As Fish and Wildlife Habitat,North Carolina Wildlife Resources Commission,
1997, and/or George Strader, District Wildlife Biologist at [phone] for current -
information and ideas on reclamation for wildlife.
Depending on the physical dimensions(e.g, size, bank slope, and depth)of the
excavation pits and the resulting water chemistry characteristics, these bodies of water may or
Mailing Address: Division of Inland Fisheries 9 1721 Mail Service Center• Raleigh,NC 27699-1721
Telephone: [phone] ext.281 • Fax: [phone] -

Mark S. Davis Fax:[phone] Jun 27 '00 16:18 P.04
Triangle Brick Company® 2 ® June 27, 2000
Merry Oaks Site 1, W 19-10
may not provide quality fisheries habitat as proposed in the permit application, Often, these
mining pits are too deep, provide little littoral habitat, and result in waters with little productivity
for supporting fish populations. However, we would be glad to assist the applicant in assessing
this site's potential ability to develop quality-fishing opportunities.
We have no objections to the issuance of the permit renewal and modification, provided
that a 50-foot undisturbed, forested buffer is maintained between land-disturbing activities and
any wetlands or streams, as is proposed in the permit application. Maintaining this buffer along
natural waterways, as well as proper erosion and sediment control structures, will minimize
impacts to fisheries and wildlife resources, as well as water quality.
Thank you for the opportunity to review and comment on this mining permit application.
If we can provide further assistance, please contact me at(919)528-9886 or Ron Small,
Assistant Fisheries Biologist, at(336)275-6473.
cc, Howard P_ Brown, President, Triangle Brick Co.

�i�; Fi
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NCDENR DIVISION OF PA AND RECREATION
June 23, 2000 b
� b LANZ�sB., HuJP
Gov SCRNO Ay
R
D
:--6iI, OILMAN MEMORANDUM hDOVH<TyA
-SCC ETARY St`
� y ,
DR?PNILJJJJ NICK TO: Tony Sample
DlRecrPw q
0
FROM: Stephen Hall S ��
A PP A
"� SUBJECT: Mining Permit Renewal and Modification Request—Triangle Brick Co.
?B© Merry Oaks Site No. 1 — Permit No. 19-10
e Chatham County
c m�
The Division has reviewed the proposed project for potential impacts to State Parks and
o Recreation Areas,Wild and Scenic Rivers,Dedicated State Nature Preserves,Registered
Natural Heritage Areas, and Priority Natural Heritage Areas. No such sites are likely to
be affected.
According to the Natural Heritage Program database, no federal or state-listed species
of plants or animals have been recorded from the vicinity of the project site.
Pa y® 1615 MALL 6[wNe6 CENTER,
roqV- 0(a.td- ICN, NORTH Gw 27699'1615
c� ° PHONE FAX9 6-AC85
AN EOVPL OPPORTUNITY /AFPlwuenvv AenaN EwPeovER - 60% weeYCLE0010% POST-CONSUMER PAPER

� �
`r1\� �
� -
1/
,,..z,�
Y���`/�

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
June8, 2000
LrNWCD0ENR',,t MEMORANDUM
TO: Mr. Phillip McKnelly, Director
z=AM6°D.HUNT O Division of Parks and Recreation
6ovcaxoR
UT FROM: Susan B. Edwards, Mim Program Secretary
A Land Quality Section
lwnvnS6romv'co6vlV
SEcgeTARV SUBJECT: Mining Permit Renewal & Modification Request for Triangle Brick Co.
° sg �, � Merry Oaks Site #1 - Permit No. 19-10
ey 0 8 Chatham County
CHARLE9 K GARDNER Please find attached for your review a copy of the first three pages of the
%L`PD.G..P.E.DIRECTod' mining permit application and a location map for the above referenced project.
'. AND STATcGEDLO6uT
e®
Please review this information and advise as to the probability of this operation
having a significantly adverse effect on the purposes of a publicly owned park, forest
' e or recreation area (G.S. 74-51 (5)). Please respond by June 23, 2000 so that we may
complete our review of this request within our statutory time limits.
As is the case in our review of all mining permit applications, renewals and
modifications, this office will carefully review all proposed erosion and sediment
control measures to ensure that they are sufficient to restrain erosion and off-site
sedimentation. However, any comments your agency can provide regarding effects on
publicly owned parks, forests or recreation areas would be greatly appreciated. If your
staff wishes to perform a site inspection, it is recommended that they contact the .
person submitting this request to set up a convenient date and time. Also, please send
• I a copy of your comments to the person noted in the application. RETURN ALL
APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
COMMENTS TO THIS OFFICE.
Your continued cooperation in the review of these type requests is greatly
appreciated. Please contact Mr. Tony Sample at [phone] if you have any
questions.
Q°oo 4 e
/SBE
Attachments
cc: Mr. John Holley
w
0
° O "NO DUALITY SECTION (919)733-4S]4 FAX 19191]93-2a7A
GEOLOCIUE SURVEY SECTION(010)733-2423 FAS19191133-OPOO
P.O. BOX 2]6S].RAEEISH,NORTH CAROLINA 27611-0097 T[EenxorvE lE191]99.9999 FAXI01917I5-SBOI
AN EQUAL OPPORTUNITY 1 APFI°MATI V E ACTON EMPLOYER-SO% RE"'LEOR O%✓OST.CONSU M eR RAPER

CO JUl'i PFi 3= 07

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
e, AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine Mem Oaks No.l County Chatham
2. Name of Applicant* Triangle Brick Company `
3. Permanent address for receipt of official mail**
6523 NC Hwy 55 L• U
I '
Durham,NC27713.9413 Telephone [phone] i
Jurl L t.
4. Mine Office Address
same Telephone i Lmn nt- DENRJAI ECTIDN
5. MineManager Howard P.Brown
We hereby certify that all details contained in this Permit Application are true and correct to the best of
our knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit
revocation. yj�
***Signature /�RWI 1 �yt's Date ly 0000
Print Name Howard P. Brown f/
Title President
* This will be the time that the mining permit will be issued to and the name.that must be indicated on the
reclamation bond (security) that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*** Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of
receipt of a complete application or, if a public hearing is held, within 30 days following the hearing and the
filing of any supplemental information required by the;Department. All questions must be addressed and all
required maps provided before this application can beconsidered complete. Attach additional sheets as
needed.

® • ... . i
i..
;., ..

APPLICATION FOR A MINING PERMIT
N NOTE: All of the following questions must be thoroughly answered with regards to your mining
operation for the intended life of the mine. All responses must be clearly conveyed on a corresponding,
detailed mine map.
A. GENERAL CHARACTERISTICS OF THE MINE
Answer all of the following that apply:
1. a. If this is an application for a NEW permit, indicate the total acreage at the site to be covered by
the permit (this is the acreage that the "new permit" fee will be based upon):
Of this acreage, how much is owned and how much is leased? Acres owned: Acres
leased: Property owner if leased:
b. If this is an application for RENEWAL of a mining permit, indicate the mining permit number
and the total (overall) acreage covered by the existing permit: Mining Permit No.: 19-10
Total permitted acreage (this is the acreage that the "renewal" fee will be
based upon): - 370 ac.(to property line
c. If this is an application for a MODIFICATION to a mining permit, indicate the mining permit
number and the total (overall) acreage covered by the existing permit: Mining Permit
No.: 19-10 Total permitted acreage:_ 370 ae. to property line)
Does the modification involve acreage within the previously approved permitted boundary?
Yes X No . If yes, indicate the acreage to be covered by this modification (this is the acreage
that tTie "major modification" fee will be based upon):
Does the modification involve acreage outside the previously approved permitted boundary?
Yes No X' : If yes, indicate the additional acreage to be covered by this
modification: (NOTE: you must complete all of Section F. of this application
form entitled Notification of Adjoining Landowners).
Of this acreage to be added to the permit, will any portion of this acreage be affected (disturbed,
ground cover removed) by the mining operation? Yes— No X (if no, a "minor modification"
fee of $50.00 is required, despite the "undisturbed" acreage to be added). If yes, indicate the
acreage to be affected within the acreage to be added to the permit (the total acreage to be added
to the permit is the acreage that the "major modification" fee will be based upon):
d. If this is an application for TRANSFER of a mining permit, indicate the mining permit number
and the total (overall) acreage covered by the existing permit: Mining Permit No.:
Total permitted acreage:
■ SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT
TO BE PAID FOR THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE
NOTED ABOVE
2: Indicate the approximate longitude and latitude, in degrees-minutes-seconds, of the center of the mine
site: LONGITUDE (dd-mm-ss): 35 — 38 — 07.9Quadrangle: Merry Oaks
LATITUDE (dd-mm-ss): 78 — 59 — 44.7 River Gasin: Cape Fear
3. Name of all materials mined: Triassic Shale,Arkosic Sandstone, Clayey Sandstone
-2-

® .- l

APPLICATION FOR A MINING PERMIT
4. Mining method: Hydraulic Dredge Front-end Loader& Truck Shovel & Truck
DragIine & Truck Self-loading�craper Other (explain). Dozer with ripper, end
loaders, hackhoe loaders and dump trucks.
S. a. Expected maximum depth of mine (feet) 50, Reference elevation: _Natural ground level
at lowest point _
b. Expected average depth of mine (feet) 50'
6. Has any area(s) at this site been mined in the past? Yes X No If no, proceed to Question
7.
a. Acreage of previously affected land(s) at present site that has not been reclaimed:
23.81 acres (identify all areas on your mine map(s)
b. When and by whom was this activity conducted? Triangle Brick Company_ _
c. Acreage of previously affected land at present site that has been reclaimed:
(identify all areas on your mine map(s)).
d. When and by whom was this activity conducted?
e. Do you wish to exclude any areas noted in 6a or c from this permit application
Yes—No X If yes, how much? acres (identify all areas on your mine map(s)).
7. Present (pre-mining) use of the land (estimate acreage for each):
Cropland 80 acres Pasture acres Forestry 270 acres Fish/Wildlife acres
Recreation_ acres Other acres (Specify use: )
8... Proposed land use after mining and reclamation has been completed (estimate acreage for each):
Cropland acres Pasture acres Forestry acres Fish/Wildlife 310 acres
Recreation acres Other 40 . acres (Specify use: P1antSite
9. Number of years for which the permit is requested (10 years maximum): 10
B. MAPS
1. Four (4) copies of the county highway maps and four (4) copies of all mine maps and reclamation
maps shall be submitted with each permit application.
County highway maps may be obtained from:
Location Department
State Highway Commission
Raleigh,North Carolina 27602
[phone]
Clearly label and mark the location of your mining operation on the county highway maps.
1
-3-

® � l

Lt S&
1910
NORTH
MERRY
GALKS
OAKS
•
911
,
�oPo SITE
- jo S�1011 �P O ••,912
g t P
S •
LOCATION SKETCH
NOT TO SCALE

fi0 iii. -& Phi 3: 07

A
Ely
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NCDENRDIVISION OF WATER RESOURCES
June 19,2000
P MEMORANDUM
TO: Ms. Susan B. Edwards 12
'. .- Mining Program Secretary
' Land Quality Section
- �fB 1[?HOLMAN.
` $ELRETAPY
4' ➢ (_Qy/
E FROM: Gabrielle Chinnese "1
111
Water AI location Secnon
JO &MORR
DIRID
ECTOR w'"OV
0 Division of Water Resources
� D
R R SUBJECT: Comments on the mining permit renewal & modification request
° e for
no ao Triangle Brick Company
Merry Oaks Site #1 — Permit No. 19-10
l m4° Chatham County
og,
d.
rota d. N
K -
Please find attached a copy of the mining permit renewal & modification
request for the above referenced project.
Merry Oaks Site#1 located in Chatham County appears not to have an
unduly adverse effect on ground water supplies.
r ` Any water withdrawal will be subject to North Carolina General Statute
143-215.221-1;Registration of Water Withdrawals and Transfers Required. Any
person who withdraws in one day 100,000 gallons (70 gpm) or more of surface
a water or ground water in North Carolina is required to register the withdrawal
with the Division of Water Resources. A Capacity Use Area #1 permit must be
obtained from the Division of Water Resources if the withdrawal exceeds 100,000
°oo N P gallons per day and occurs in Beaufort, Carteret,Craven, Hyde, Pamlico,Tyrrell,
or Washington County.
� ©
If you have further questions please contact the Division of Water
Resources at [phone] or send correspondence to 1611 Mail Service
Center, Raleigh NC 27699-161 I.
IS
4 MR I LI NO AD DReSS: 1611 MAIL SERVICE CENTER, R C 27099.1613
PM YS ICAL ASOL ESS: 51E N. SAL I SRURY STREET, RALe 0A, NC 2760E
PHONE BI B-733-4064 FAX BIB-7a3-3 SEE
AN EQUAL OPPORTUNITY / APFIRMAOVE ACTION EMPLOYER - SO% PLEYCLEW10% POST-CONSUMER PARSE

,j t � }
4 ;
1 � � � ,
� � �� t
I
� 4
! � � r
:, ; �
� t i
L�.: _ ....__._�..��

CHECK NO.
® D 6 00008763
NCDENR - Division of Land Res.
Land Quality Section D
1617 Mail Service Center JUN 14 2000
Raleigh, NC 27699-1617
DENR
Date IA/c Code L?NOOUALITY SECTION
9-Sun-2000 16006
Transaction Tr Our Curr Cash Cash Alloc Cash Alloc
Date Ty Ref Code Discount Amount Amount USD
___________ __ ______ __ ____ ______________ ______________ ___-----______
6-JUN-2000 IN 115028 USD 0.00 500 .00 500. 00
Supplier Refe 060600
G
oq-
Total Remittance USD 500 .00
REMI
C
DU
6646
531
PAY'
To T
ORDER
OF
i

DATE TO ASSISTANT /` '✓ a{ DATE �SUSAN
LOGGED IN .1
MIN
ING CHECKLIST FOR ROUTING
Company Project Name 1H4
Permit No. /9 ^/p County Nkp&� Date Received ti 't-oJ
Reviewer
Please make copies of check to include with Central Office and
Field office files and log in checks.
/ I
* ❑ New ❑ Renewal ❑Modification ElTrans,Yfer ❑ Release
❑ Additional Information ❑ Fee Needed ?��• Ua - r"k4+'
b.rcd
❑✓ Fee Received: Amount •S�•dd �-
Please route to:
✓� n/�❑ /� Q K�a Field Office Date Routed Co(J�a00
/ otn
0 Wildlife Resources Commission Date Routed
* ❑ Archives and History Date Routed
l
Other: T 4 AN X� Date Routed
Suspense Date for Comments: '1'Z`4J (Date received +30 days,
not on weekend)
❑-,/Pglea/se note the following: 7)wi- �W � 'L.3�O teo W
L7 l�ti'Rs d 111F elL
/Gl�^
*SUSAN: Please make file and return Checklist and file to Reviewer
White Copy to Field Office Yellow and Pink Copies to File Goldenrod Copy to Susan

® NORTH CAR LINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
June 3, 2000
NCDENR s MEMORANDUM
� 2ILI
TO: Mr. Owen Anderson
'Llft.d'
' S.HBNTaR.', ,� Habitat Conservation Program Coordinator
R
( � Wildlife Resources Commission
FROM: SusanB. Edwards
Mining Program Secretary
EOEV17s
;yrSCERBTAHi, Land Quality Section
SUBJECT: Mining Permit Renewal & Modification Request for Triangle Brick Co.
tt Merry Oaks Site #1 - Permit No. 19-10
^ACHARLCSH.WNOHERr Chatham County
..O.G�.E Clew
1 ,NTE
osA.e ce^oc'aclEr Please find attached for your review a copy of the mining permit renewal and
modification request for the above referenced project.IT.
Please review this information and advise as to the probability of this operation
i4 having unduly adverse effect on wildlife and freshwater fisheries (G.S. 74-51 (2)).
Please respond by July 2, 2000 so that we may complete our review of this request
within our statutory time limits. -
a
M
As is the case in our review of all mining permit applications, renewals and
In modifications, this office will carefully review all proposed erosion and sediment
i
+t control measures to ensure that they are sufficient to restrain erosion and off-site
sedimentation. However, any comments your agency can provide regarding effects on
1 V, ,. wildlife and freshwater fisheries would be greatly appreciated. If your staff wishes to- perform a site inspection;it is recommended that they contact the person submitting
rim this request to set.up a convenient date and time. Also, please send a copy of your
comments to the person noted in the application. RETURN ALL APPLICATION
-MATERIALS AND MAPS WITH YOUR REVIEW COMMENTS TO THIS
-}I . OFFICE.
Your continued cooperation in the review of these type requests is greatly
appreciated. Please contact Mr. Tony Sample at [phone] if you have any
MM '
questions.
/SBE
Attachments
:ate cc: Mr- ohn Holley
P>�
-1 All
�) {. - LANE QUALITY SECTION TP191333-4574 FAX[phone]J8
GEOLOGICAL SURVEY SECTION [phone] FAX [phone]-OBOO
t-� Pi -
'�fi`bA P.O. BOX 27667, RALEIGH, NORTH CAROLINA Z7611J687 TELEPHONE[phone] FAX[phone]
rvs.�^ Ax EQUAL 0 r ORTUNITY 0 AFFIRM AOVE All'ON EMPLOYER-SOX 1E1OO.MW10%POST-0011uHEx PAPER

• e

i NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANO NATURAL RESOURCES
DIVISION OF LAND RESOURCES
jA June 8, 2000
NCD{ENR "'' MEMORANDUM
• TO: Mr. Phillip McKnelly, Director
:,JAMcs B.HURT JR.' .
XA�K
Division of Parks and Recreation
FROM: Susan B. Edwards, Mincing "rogram Secretary
Land Meoevm.
4 PB AR , -' SUBJECT: Mining Permit Renewal & Modification Request for Triangle Brick Co.
Merry Oaks Site #1 - Permit No. 19-10
,.Tr .�A�. Chatham County
C bE
'g^A. :•s if,
AROES H»cAR T9Nee Please find attached for your review a copy of the first three pages of the
Pys.FEI DIRECTOR `: mining permit application and a location map for the above referenced project.
PE
DRECTOGI9L'vp
Please review this information and advise as to the probability of this operation
.. 'n'.. .q•.,.
having a significantly adverse effect on the purposes of a publicly owned park, forest
or recreation area (G.S. 74-51 (5)). Please respond by June 23, 2000 so that we may
complete our review of this request within our statutory time limits.
As is the case in our review of all mining permit applications, renewals and
,m- modifications, this office will carefully review all proposed erosion and sediment
,� ! : '• control measures to ensure that they are sufficient to restrain erosion and off-site
sedimentation. However, any comments your agency can provide regarding effects on
publicly owned parks, forests or recreation areas would be greatly appreciated. If your
staff wishes to perform a site inspection, it is recommended that they contact the
person submitting this request to set up a convenient date and time. Also, please send
.." fit,� _g a copy of your comments to the person noted in the application. RETURN ALL
APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
=-- - - COMMENTS TO THIS OFFICE.
Your continued cooperation in the review of these type requests is greatly -
e -- appreciated. Please contact Mr. Tony Sample at [phone] if you have any
questions.
ISBE
Attachments
cc: Mr. John Holley
,'IS t ecece LAND oouLraecnoN 191 al vss asva FAz(sls)vas zev3
eVCV SECTION(919)733 3433 FA%[phone]
.jf• -p-of•� Y�f_ PO.BOX E7EE7. RAlCiON,NORTH CAROLNA 27611.7557 TELEPHONE 1E19)733-3E33 FAX(919)7I 5-41a01
AN EQUAL OPPORTUNITY AMRRAnvE ACTION ENELOYER-sax REX.ueen 0% Pov UMER PAPER
Ya-cRm w—

s e

NORTH CAROLINA DEPARTMENT OF
>rsxrr3�xryp L ( ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
� A June S, 2000
f NCDENR MEMORANDUM
a T,Fy.Rj+rF
r.
TO: Mr. Nat Wilson
NeaE NVNrJR Hydrogeology Group
ERROR ` Division of Water Resources
v
FROM: Susan B. Edwards $ .
9 Mining Program Secretary
u"
• wL,ra EGe]1Tr'� Land Quality Section
SecrtsiAw.
/ SUBJECT: Mining Permit Renewal & Modification Request for Triangle
Brick Company
Merry Oaks Site 41- Permit No. 19-10
Chatham County
�cN es R�wnoN 3 .
RpG. P,E�DIRECTOR'j�K
I�- Please find attached for your review a copy of the mining permit -
,xdsTA.ec u�uGlc eTq application for the above referenced project.
r. .
' Please review this information and advise as to the probability of this
I' operation having an unduly adverse effect on potable groundwater supplies (G.S.
.+ 74-51 (2)) or groundwater quality (G.S. 74-51(3)). Please respond by June 23.
,+ 2000 so that we may complete our review of this request within our statutory time
limits.
*+' ` Any comments your agency can provide regarding potential effects on - ..
potable groundwater supplies and groundwater quality will be appreciated. We
would like to have any recommendations you may provide for permit conditions,
t for reasonable protection of groundwater quantity or quality.
If your staff wishes to perform a site inspection, it is recommended that
they contact the person submitting this request to set up a convenient date and
Shy, time. Also, please send a copy of your comments to the person noted in the
application.
=,-----" PLEASE RETURN ALL APPLICATION MATERIALS AND MAPS
WITH YOUR REVIEW COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Mr.
Tony Sample at [phone] if you have any questions.
/SBE
Attachments
_ cc: Mr. John Holley
i
LAND QUAL Tv SECT ON 19191]33.45]4 FAX[phone]H]e
GEOLOCCAL SURVEY 9ECUOM(9191 ]33.24Q9 FAX(919)733A9VO
P.O.B ]. RALE CH,
NORTHR0N A 3761 l ]B ONe 1919) 733 4 433 PA(a191 7I4 R
AN EQU¢OIIORIVN1T /AFFIRMATIVE Aciiou QMPLOYER'-SO% xecveLO1OX aoai.cONsuNeR EARSR -
^.M'n�'SYIfvTv"rtT�1i� .x� -

• o

fop„ NORTH CAROL-INA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
RRN
June 8, 2000
NCDENV¢ WA, It
R MEMORANDUM
TO: Mr. Nat Wilson '! 21
AmEsB.HUKTJR. Hydrogcotogy Group
IPERNOR G Division of Water Resources C ✓1SIOP!C:
' FROM: Susan B. Edwards Ja" _
Mining Program Secretary
IWAYIE MCDE91, Land Quality Section
SEc9ETARTI
6g „ SUBJECT: Mining Permit Renewal & Modification Request for Triangle
�p ' ° Brick Company
9 ° g Merry Oaks Site #1 - Permit No. 19-10
A ° N Chatham County
CHARLES R.GARDNER
a
yPG.,P.ENG1PEErOP Please find attached for your review a co of the minim permit
ANDSTAYE,GEOLOGIRT y PY mining
a® application for the above referenced project.
ord
b a
Please review this information and advise as to the probability of this
ORB, m operation having an unduly adverse effect on potable groundwater supplies (G.S.
74-51 (2)) or groundwater quality (G.S. 74-51(3)). Please respond by June 23.
2000 so that we may complete our review of this request within our statutory time
limits.
Any comments your agency can provide regarding potential effects on
potable groundwater supplies and groundwater quality will be appreciated. We
would like to have any recommendations you may provide for permit conditions,
for reasonable protection of groundwater quantity or quality.
If your staff wishes to perform a site inspection, it is recommended that
• t1 they contact the person submitting this request to set up a convenient date and
time. Also, please send a copy of your comments to the person noted in the
application.
PLEASE RETURN ALL APPLICATION MATERIALS AND MAPS
WITH YOUR REVIEW COMMENTS TO THIS OFFICE,.
Your continued cooperation is greatly appreciated. Please contact Mr.
osoo Tony Sample at [phone] if you have any questions.
.B
NL m /SBE
© 9?:§3 Attachments
�p cc: Mr. John Holley
Ccm
cr
0 LRNDOUALITY SECTION (91E)733-4974 FAX [phone]
O%qT GEOLOGICAL SURVEY SECTION(919)733.2423 FAX[phone]
BMI PRq.g ° P.O BOX 2769LuO E RuM,NORTH CAROLINA 27611-767 TELEPHONE [phone] 8 FAX 19171 a901
AN EQUAL OPPORTUNITY/AFFIRIAATI VE ACTION EMPLOYER-90%REcvaedl O%POST CONSUMER PAPER

V
K11\4&CREED
D� Rl � od � �
June 2, 2000 auw z 2000 � M&C 757-0015(10)
Mc Tony L. Sample of
Assistant State Mining Specialist LANC QUALITY SECTION
NCDEHNR
Division of Land Resources
Land Quality Section
P.O. Box 27687
Raleigh, NC 27611-7687
RE: Triangle Brick Co. - Merry Oaks Site # 1, Permit 19-10 Renewal
Dear Mr. Sample:
McKim and Creed, P.A., on behalf of Trangle Brick Company hereby submits four (4) copies of
an application for a permit renewal/modification to the existing Merry Oaks Mine Site No. 1,
Permit number 19-10. Also attached is the permit fee in the amount of $ 500,00. As you are
aware, in the last year, production has increased at the Merry Oaks Brick Plant, thus increasing
the amount of material to be mined in the future.
We would appreciate any consideration or thoughts you might have in reduction of the
permitted acreage/bond amount. As you can see, the bond amount for this renewal is quite
substantial.
Should you have any questions regarding this permit application, please don't hesitate to call.
Sincerely,
McKIM & CREED, P.A.
Thomas J. Wainwright, P.E.
Project Manager
Attachments
cc: Pat Brown-Triangle Brick
ff
O'.W767=i tObID5am01aE
5625 DILLARD DR., SUITE 117, CARY, NORTH CAROLINA 27511
TEL[phone] FAx[phone] www.mcRlmemedcom

vOIC &CED
� c� eocl �
June 2, 2000 1 M&C 757-0015(10)
11 JUN 2 2000
Mr. Tony L. Sample DENR
Assistant Stale Mining Specialist LAND puAUTv sECT1ON
NCDEHNR
Division of Land Resources
Land Quality Section
P.O. Box 27687 -
Raleigh, NC 27611-7687
RE: Triangle Brick Co. - Merry Oaks Site # 1, Permit 19-10 Renewal
Dear Mr. Sample:
McKim and Creed, P.A., on behalf of Triangle Brick Company hereby submits four (4) copies of
an application for a permit renewal/modification to the existing Merry Oaks Mine Site No. 1 ,
Permit number 19-10. Also attached is the permit fee in the amount of $ 500.00. As you are
aware, in the last year, production has increased at the Merry Oaks Brick Plant, thus increasing
the amount of material to be mined in the future.
We would appreciate any consideration or thoughts_ you might have in reduction of the
permitted acreage/bond amount. As you can see, the bond amount for this renewal is quite
substantial.
Should you have any questions regarding this permit application, please don't hesitate to call.
Sincerely,
McKIMM&& CREED, P.A.
Thomas J. Wainwright, P.E.
Project Manager
Attachments
cc: Pat Brown-Triangle Brick
9.nrsnmsmw2osemoie.DER
5625 DOLLARD DR., SWrE 119, CAev, NORTH CAROLINA 22571
TEL 919.233,8091 FAA 919.233.8031 www,mckimereedeom

CHECK NO.
00008611
NCDENR - Division of Land Res.
Land Quality Section
1617 Mail Service Center
Raleigh, NC 27699-1617
Date A/c Code
31-May-20D0 16006
Transaction Tr Our Curr Cash Cash Alloc Cash Alloc.
Date Ty Ref Code Discount Amount Amount USD
----------- -- ------ ------ -------------- -------------- _-----_----___
31.-MAY-2000 IN 114875 USD 0. 00 500.00 500. D0
Supplier Refe 053100
JUN 2 2000
DENR
No OUALITy SECTION
f
i
t
i

• A

TRIANGLE K COMPANY
MERRY E NO . 1
294 King Road
Moncure , North Carolina 27559
MINING PLAN RENEWAL
=E� NCDENR SUBMITTAL - MARCH 23 , 2011
• GGKNWI q01
CKWEL N1LL
9G 540 JACOBS DRAWING INDEX
(RENEWAL PLANS ONLY)
v ea Sheet Number Sheet Title
5
P� C-0.0 COVER SHEET
'
01 e• C-MP.01 M-6 MINING PLAN
r _
0 V sv9iNc curnan �r C-EP.01 M-6 EROSION CONTROL PLAN
mow a s 5 C-ED.01 EROSION CONTROL DETAILS
Fuaunv-wwra• 70
PROJECT 9s
•snrvrGNG LOCATION a01 40 MBKIM & CREED DRAWING INDEX
(PREVIOUSLY PERMITTED)
Sheet Number Sheet Title
p3 i 1 COVER SHEET
2 OVERALL PROPOSED MINING PLAN
LOCATION/AREA MAP 3 EROSION CONTROL PLAN (1/2)
SCALE: N.T.S 4 EROSION CONTROL PLAN (2/2)
5 MINING PLAN (1/2)
6 MINING PLAN (212)
7 MINING PLAN SECTIONS M-3/M-4
8 MINING PLAN SECTIONS M-5/M-6
g o 9 RECLAMATION PLAN (112)
g 10 RECLAMATION PLAN (212)
11 EROSION CONTROL DETAILS
UNFoxo 12 EROSION CONTROL DETAILS
epsx
1
y KING NMO (w 1911)
0
o
TRIANGLE BRICK
i
PROJECT REVISIONS
RENIOSION DESCRIPTION DATE BY
U VAIAAIII Ill//
VICINITY MAP
NTS JACOBS
a
°. 202
�
NC LICENSE # F-0287
m 110 CORNING ROAD
w SUITE 2500, CARY, NC 27518
i PHONE: [phone], FAX: [phone]
o CONTACT:THOMAS.WAINWRIGHT®JACOBS.COM
3

1 LEGEND MEFJ Y
j
POTENTIAL WETLAND AREA OA�� MINE
KIZTOPSOIL STOCKPILELIMITS OF
\ \
\ \ � INDIVIDUAL MINING BOUNDARY
MMNG PLAN
\ � ^ r - - - - - - - EXISTING PROPERTY & MINING PERMIT BOUNDARY W
EXISTING CONTOURS 294 King Road
EXISTING PONDS OR STREAMS '
EXISTING TREE LINE Moncure, North Carolina 27559
client
EXISTING ROADSTRIANGLE
EXISTING
R EASEMENT c Po BRICK
it SILT FENCE COMPANY
IT - v
TRIANGLE BRICK COMPANY
e523 NC HWY 65
DURHI M,NC 2T13
EL 919.541.17%
'I3y" ' (FAX)919.5 3904
_- "� 90
� civil en9lneer
-� _ w � 1 0 ..
r _ BS
f,'
t, = J/�CO
. �. ' , v i
I - � � - r � � V '� � NC LICENSE# F-0287
I -� I \ �' L 110 CORNING ROAD
1 SUITE 2500,CARY,NC 27518
PHONE:[phone], FAX: [phone]
CONTACT:[e-mail]
Ij
00
If
A �L
/
r
FOR REVIEW ONLY. NOT FOR
COKSTRUCTION.
AI
� �. �\•� \\ �� ti 'may � �� � r � '' � / 4' �5�� ., '-
vvv
02
J.
VERIFY SCALE
0 1
BAR IS ONE INCH ON ORIGINAL
DRAWING, IF NOT 1 INCH ON
PLAN VIEW THIS SHEET, ADJUST SCALE
SCALE: 1"=60' ISSUE
MARK DATE DESCRIPTION
PROJECT NO: EIX10200
CAD FILE: C-MP.02.DWG
280
SECTION A—A SECTION B—B DRAWN BY:JWL
280 zeo 280
CHECKED BY: QC BY:7JW TJW
260 -- -...- --_.......... _ . - . .. ,.__.... - ___ ___ ___ _-__EXIST G._GROUNU - --t - ____ -- -.__ ___ __ — 260 260 --. .. — _ -- -- ._"_ �-rRLINE
-TXfSIING OUNff _-_. _. ______ -_. 260 SCALE: AS SHOWN
240 __ ___. _ - -_ - ___ _ _._ .�-- _.-_ _. - _ __ _ __._ 240 2� ___... __— __ - _ _ -_._ --� _ -- _ _.__ --_-__ - - 240 DATE: MARCH 23. 2017
-' -- - -_- 1 -� .. _ _ _
220 _- - - - - _- ___ _. - - - - - - -- - --_ - ___— - __ - _ 220 220 __ _--- _- _ _-_. _ _ - __
_ -___ __ _ -_ .- ______ — WAT ELEV = 210 _.. zza
AT-- LINE EV 210 7
200 - - -- -- -�--- - -- - - - zoo 200 --- -- ------ - ---- -- ---- --- -- 2W 6 MINING PLAN
Beetle
180
___._ - r ____— PROPOSE GRADE— - - — - -- _ —�- __.__I-_ -_ _ _ _ 1 M
160 -- -- - ---- _. . . Nee 1eo -- - - -- - --- -- ---- --f
...__ - - --- -----
PROPOSED GC1tADE
tbD - - - - - -- 1s0 tbo }
--- - ---- 160 ta0 _� -zsD -z00 -1sa -teD - ..__.-. ___-_. -__- .___......--. ._-.__.-_ 160
140 -350 -300 -250 200 -150 100 -50 0 50 100 150 200 250 300 350 4oD 50 0 50 too 150 200 250 144
NORTH
SECTION VIEWS SCALE: 1 IN = 60 Fr sheet number
so' 30' D 60' 720'
H.SCALE: 1"=60'
C-M P .01
V.SGALE: 1"=60'
scuE IN FEBr
W:\JOB\EBX857 - Triangle Brick Merry Oaks Renewol\DWGS\CIV\C-MP.02.dwg

MERRY
OAKS MINE
aelmem Beam wnh sk m nsr Deel n mary
010 Flow Rate 6.98 Ed
\') WllH uired 42" NO* 1 ­ 11
LIMITS OF DISTURBANCE ��/ 6uMae reeR rived 2918
17.72 AC Volume Provided 4995 OK
�{j�� "'��
18' EMERGENCY SPILLWAY ® 30' % 60' CU55 B Sufeca Area Provided 51130K MINING PLAN.
RIP-RAP APRON Linda eo
ELEVATION 218.5' Wim 40 RrT�1 T
34' EMERGENCY SPILLWAY //\ La thlWidlh Reno 200 OK UNFdWAL
-'� -- a ® ELEVATION 273.0' // . \ 6 illw WidN Provided 8 OK
\ Skimmer Size 1.5
OrMce Diameter 1.5 '
DawBan Time S Monwre No94 rthC Carolina 27559
T of Bank nation 227.00 diets
/ 9 I BolH Elevation 223.00
/ � -"� _A r-- `�^�.� ( Haws,ze X
/ MAINTAIN 50'
I Rker Elwetidn
MINIIaUM cLEARANCE TRIANGLE
8' EMERGENCY SPILLWAY ® // DIVERSION DITCH #B / _ `\ ' ' - ^_-�`�^_ ^_-- _ /// �' Eri e S illwa Elevation 22500 BRICK
/ MINIMUM SLOPE = 0.30% r ` � I Emar anc S Aiwa widM1 B 8 .
ELEVATION 225.0' / �_-� --y �, / "TEM ORARY IL Men 10. Waver Su re 225.00
DEPTH - 2' 1 Sediment Cleenout Elevation 22400
BOTTOM WIDTH = 2' j _ I I ' " -! '� I E ` COMPANY
d LINING TYPE = JUTE NET r'S's'r I � -� -" "---"�� � `y i t
/ LINING
EWSEEDIING ' o,vERS,DN DNDI #5 -aliIIIIl 'I" k % 4�'� al SKIMMER BASIN Wal SUMMARY TABLE 6523NOTRIANGLENC BRICK5530MPANV
/X 8623 NO H WY 55
J � .. y `_�- e�� l I (TEL)919,544.1796
- _ }� I �� C-EP.D2 SCALE: N.T.S.
MINIMUM SLOPE 0307
DIVERSION DITCH #7 I I I I DEPTH Z a (FA%)919.5443804
MINIMUM SLOPE - 0.30% BOTTOM WIDTH 2 /
DEPTH 2' I I CANING TYPE = JUTE NET LINING civil a�Irlaer
BOTTOM WIDTH =" 2' �
WITH TALL FESCUE SEEDING � I�
LINING TYPE WOVEN I �1\1 /
PAPER NET LINING WITH \\� -J�J / / Q \ / /) JAC®BS
. TALL FESCUE SEEDINGall / 1 i NC LICENSE#FB29T
110 CORNING ROAD
Sediment Basin wIIM1 Oael n5umnu
_ SUITE 2500 CARY, NC 2751E
PHONE:[phone],FAX:-919.13591
OtO Flow Rala20�
ce CONTACT:THOMAB.WAINWg10HT®JAGOBS.COM
Z volume,Requital Sol 0
Surface ePim, ud 1479 M
volume Pmvitled 14780 ofSKIMM OK
Surface Area Provided S'PID of OK
30' REFERETO DESIGN R BASIN SUMMARY, �-� /f
i CLASS
X B SKIMMER .BASIN N SUMMARY,
THIS SHEET. / f Width Length 1ts It
e4 R' CUSS B REFER TO DESIGN SUMMARY, /
APR 7
RIP-RAP THIS SHEET. �\\ / I Spillway Width Provided �1S X OK'
SKIMMER BASIN M6-3 ' Skimmer Size 2.5 in
REFER TO DESIGN SUMMARY, / Onfice Diameter 2.2 in
THIS SHEET.
rf i -0e Dark Tore 3 tlae
To off Bank natinGenerator 216
I I Riser Size - R
Bonair Elevation 218
DIVERSION DITCH #1 Riser Elevation
MINIMUM SLOPE = 0.50% ry/�/.a►��_, / \ R\\ merEme em S Spillway
Elevation 215.5
f I� DEPTH - 2' � , ! C � ` Max 10. eargency lWalerSWirlace all n
BOTTOM WIDTH = 2' VV < \
j` LINING TYPE - STRAW DIVERSION DITCH #3 M \ �t, ± Sadir Creanoul Etenation 21TW
WITH NET USING AND MINIMUM SLOPE 0.50% \\
TALL FESCUE SEEDING BE ID
BOTTOM WIDTH 2'
DEPTH = '` + SKIMMER BASIN Mal SUMMARY TABLE
=
LINING TYPE = DOUBLE
FIBERGLASS ROVING AND SCALE: N.T.S.
L TALL FESCUE SEEDING \ 1
DIVERSION DITCH #4 t E Sediironl Buin wdM1 Skimmer Owi n Summ
very
MINIMUM SLOPE = 0.50% I I 010 Flow Rasa ai of CB
DEPTH = 2' VOIvaeR rived 17952 C
! ! `el 30' X 40' CLASS B BOTTOM WIDTH = 2' eweArea FOR REVIEW ONLY. NOT FOR
DIVERSION DITCH #2 �\ !l:�i \ "` �ti RIP-RAP APRON }}} SvVchrma Providedd 2i2 ct OK
LINING TYPE = JUTE NETTING CONSTRUCTION.
MINIMUM SLOPE = 0.50% AND TALL FESCUE SEEDING Sudede Area Provided 13,034 sf OK
DEPTH = 2' 174
It iiiiiijej
BOTTOM WIDTH = 3' \ 24" RCP CULVERT '� WWth S4 R E,�17 �`A�1o( ''
y Len IyW i th Ratio 2.07 1 OK P
LINING TYPE = STRAW �, \ ! INV. IN = 232.50'
WITH NET AND TALL ��` ti ```� i! \� ! INV. OUT = 228.50' I Spillway Width Payment
Skkmrer Siza 3 in Q
FESCUE SEEDING \ \ .: . / Oi Oamelor 2.7 InAL 9r
To of Back Bard Flame 214 eye -i 2202
--_- -�- �� \ ! ti / Bottom Elevation 2t0 � ',,FN fTQ' ��
MAINTAIN 100' \ !! ti, / It Rlaer size rt ; � DINE.
MINIMUM CLEARANCE
\?� - Y_ ,! / 7 Rteer Elevation `
`� \� ` ` ^- V` l �" �- e"y-- y-_ Y---►-J� _"� "'� "�J_ A / //j. ' ( . 6ne rerc Siilws Wdtlt Ion 234 it
`\ �` `` • ~ . Max la ear wmer surface 212.W )
VERIFY SCALE O I
SKIMMER BASIN Waal SUMMARY TABLE
0 _ � _ - C-EP.02 SCALE: N.T.S.
BAR IS ONE INCH ON ORIGINAL
25 30'\ RP-RAP APRONS B r �--~� I DRAWING.
SHEET, ADJUST"CH ON
SCALE
ISSUE
GENERAL NOTES EROSION CONTROL NOTES: EROSION CONTROL MAINTENANCE SCHEDULE: LEGEND
1. THIS PLAN IS INTENDED TO SHOW THE REVISED EROSION 1. THE EROSION CONTROL DEVICES FOR MINING AREA M-6 HAVE 1. ALL EROSION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
CONTROL DESIGN FOR MINING AREA M-6, WHICH IS BEING BEEN REDESIGNED TO CONFORM TO CURRENT EROSION EVERY RUN-OFF PRODUCING RAINFALL. BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY POTENTIAL WETLAND AREA
UPDATED TO CONFORM WITH CURRENT EROSION CONTROL CONTROL STANDARDS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
STANDARDS. MINING AREAS M-1 THROUGH M-5 WERE
PERMITTED (AND HAVE BEGUN OPERATION) UNDER A 2. EROSION CONTROL PRACTICES SHALL BE IN COMPLIANCE WITH 2. SEDIMENT WILL BE REMOVED FROM BEHIND SILT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP KZ TOPSOIL STOCKPILE
PREVIOUS RENEWAL TO MINING PERMIT NUMBER 19-10. NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES LAND AT THE FENCE. THE SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
QUALITY DIVISION STANDARDS.
LIMITS OF DISTURBANCE
2. AS BOATED EARLIER, MINING AREAS M-1 THROUGH M-5 3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY 70 MAINTAIN A VIGOROUS
ARE OPERATING UNDER A PREVIOUSLY APPROVED ARFkS 3. ALL EROSION CONTROL DEVICES SHALL MAINTAINED AS DENSE VEGETATIVE COVER. INDIVIDUAL MINING BOUNDARY MARK DATE DESCRIPTION
AREAS(19-10). THE RESIGN DRAWING FOR THESE MINE NEEDED, AT LEAST ONCE A WEEK AND AFTER EVERY RUNOFF
ARE INCLUDED IN THIS PERMIT RENEWAL PACKAGE FOR PRODUCING RAINFALL EVENT TO ENSURE THAT DEVICES ARE 4. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN EXISTING PROPERTY & MINING PERMIT BOUNDARY
REFERENCE AND ARE CONSIDERED APART OF THIS PROPERLY FUNCTIONING. SEDIMENT WITHIN THE BOUNDARIES OF DISTURBANCE. ALL DISTURBED AREAS SHALL BE PROJECT NO: EIX10200
APPLICATION FOR RENEWAL 4. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED NON-EROSIVE AND STABLE WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS AFTER EXISTING CONTOURS
COMPLETION OF ACTIVITY, WHICHEVER IS SHORTER. CAD FILE: C-EP.02.DWG
AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES EXISTING PONDS OR STREAMS
OF DISTURBANCE, ALL DISTURBED AREAS SHALL BE 5. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS DRAWN BY:JWL
ESTABLISHED.
NON-EROSIVE AND STABLE WITHIN 75 WORKING DAYS OR 90 ESTABLISHED. PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN 15 WORKING DAYS OR IXISTING TREE LINE
CALENDAR GAYS AFTER COMPLETION OF ACTIVITY, WHICHEVER IS 90 CALENDAR DAYS, WHICHEVER IS SHORTER. CHECKED BY:TJW QC BY: TJW
SHORTER.
IXISTING ROADS
6. AFTER CONSTRUCTION, THE DEVELOPER/OWNER, WILL MAINTAIN ALL PERMANENT EROSION SCALE: AS SHOWN
5. OWNER/CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO CONTROL DEVICES, IF REQUIRED, IN ORDER TO PREVENT ACCELERATED EROSION. - EXISTING POWER EASEMENT PREVENT
A
PREVENT AND REMOVE THE DEPOSIT OF SILT OUTSIDE THE SILT FENCE DATE: MARCH 23,2011
w
PROPERTY AREA. SP 5P
sheet title
M-6 EROSION
CONTROL PLAN
NORTH
sheet number
SCALE: 1 IN = 60 FT
60' 30' 0 60' 120' C-EP . 01
SCALE IN FED
W:\JOB\E8X857 - Triangle Brick Merry Oaks Renewal\OWLS\ClV\C-EPD2.dwg

MERRY
OAKS MINE
NO9 1
MINING PLAN
VAT MCIFF®" T01II°°°` TOP ELEVATION OF STORMWATER
- - - - - - - - - - - - - - - - - -- - - RENEWAL
NOTES: g5 WASHED kAX. y
1. BAFFLE MATERIAL SHOULD CHNGASF SECURED AT THE BOTTOM AND SUES STONE `
IUSWGMOST STAPLES DI E TRENCHING A9 FOR SH,TFENCE.
h
2. MOST OF THE SHOULD BE E A WILL ACCUMULATE W THE tST BAY, _
WHICH VIDE3BBAFFLES
READILY ACCESSIBLE FOR MEETINLNG EXISTING SLOPE 294 King Road
i Cm %,db 3. PROVIDES FORDRS(USETWOA GREATAN20FEETWLENGTH).PROVIDE
ISRofbnW PSWo(O.+m BAFFLE
FESHALL DRAINAGE AREASGREANBLAINN IOACRES- MGncUrB, North Carolina 27559
enma ue. rrvM1UNU TL 'LO , E 4, TOPFLE BATTLES SHOULD E 2IER05[OOWERT ET i1 RIP-RAP Gienl
5. TOPS BAFFLES FOR REP 12INCHES EEKASI THAN THE TOP R WEBER MS VARIES
e�n'm of 6. MSPECI'BAFFLES FORREPAIRONCE AWEEKANDAPTER EACH RAWPALL TRIANGLE
„uou.o.woriOF
EXISTING SLOPES SIDE VIEW BRICK
COMPANY
AFF
CONSTRUCTION NOTES: TRIANGLE BRICK COMPANY
VARIES 6523 NO HWY 55
PLAN VIEW CROSS SECTION HEIGHT & WIDTH DETERMINED BY
SEDIMENT
TOPOGRAPHY AND OVRHAM, NO 2771a
SUPPORT ROPE "INTRUSUPPO BOTTOM
SEDIMENT STORAGE REQUIREDTPOST . (FUF)919'`5".3906
TO WIRE TO 24"WOROBOTTOM STAKE TO (FAX)919.549.3904
PREVENT SAGOWG OR SIDE SUPPORT WIRE KEY RIP RAP INTO THE DAM
\ FI
w FOR STABILIZATION. clvll engineer
w f- KEYED RIP RAP JACO "
FENCE AND FABRIC ol --
BURIED INTRE CH .STEELPOST 15 WASHED STONE NO LICENSE# F-02S7
110 CORNING ROAD
SUITE 250T CARY,NC 2751E
6"X6"TRENCH, 1 COIR MESH OR SIMILAR,STAPLED OR EXISTING GRO PHONE:919,959S000, I":919S69S151
BACKFILLED AND 1 TRENCHED R4TO BOTTOM OR SIDE FRONT VIEW UND CONTACT:THOMAS.WAINWRIGHTOJACOBSCOM
(j)STANDARD SKIMMER COMPACTED
ECTION VIEW AT OPENING NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND STEP SEQUENCE
S CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
C-ED.01 SCALE: N.T.S.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
D.01STANDARD CHECK DAM
C-E SCALE: N.T.S.
2 STANDARD BAFFLES
C-ED.01 SCALE: N.T.S.
BAFFLES WITH METAL POSTS,I Ic'v-
WOVEN WIRE FABRIC BACKING, & 'T
COIR FIBER NETTING
I
5'
TOP OF DAM
`� �Tp� _ FOR REVIEW ONLY. NOT FOR
V-0" MAXIMUM -� -- CONSTRUCTION.
_ WCAMINIMUM 10 GAUGE SILT FENCE AFABRIC .INSTALLED 't a
LINE WIRES WIRE F OM MINIMUM 12-1/2 GAUGE :T ), .s 22202
- INTERMEDIATE WIRES
BOTTOM ANCHORED y' Z
t. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. WITH STAPLES y
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. / �,. wA�
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. GRADE �/ SKIMMER WITH ° 3� I,4. STABILIZE WITH
E DIVERSION DITCH BERM TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING. L: r - T - - _ " - RETRIEVAL ROPE 3 2
VERIFY SCALE
STONE APRON I FRONT VIEW - 0 1� 1
�fI 2 MIN I
WASTE MATERIAL-COMPACT, I �` BAFFLES WITH METAL POSTS, BAR IS ONE INCH ON ORIGINAL
SEED & MULCH AFTER F- WOVEN WIRE FABRIC BACKING, THIS SHEEr, ADJUST SCALE
VAR' CONSTRUCTION OF AFTER
f PLQTE; SWOVEN OWIRE FABRIC DRAWING. IF NOT 1 INCH ON
2' - 10' AND COIR FIBER NETTING
— 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC ETREVAL SKIMMER ISSUE
DOES NOT EXCEED RA ACRE AND NEVER IN TOP OF DAM— '�5'� 1$" ROPE
AREAS OF CONCENTRATED FLOW
=_III II TI—III III III, 7MX pA3 �Pkl 1 III—_III =_III III—III— 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO 3 O 26, FILL SLOPE PROTE WEIR ER 3' P SITS '^ I111111 ti1l Full r�l"I -
- W
-III—III—I I—I III-1 1—I III—III—I11 III-111—III—III' PROVDE STORAGE VOLUME FOR THE NEXT RAIN FILTER
III—I AND TO REMOVE PRESSURE ON THE SILT
FENCE. - FABRIC& RIP RAP FABRIC d� DE H
—aII III IhIII- a DRAD - 34�6L'V� ,<IIF
2 E" MINIMUM COVER - - - I III
OVERSKIRT • 1, I '� II�' IWUF' i I�II 'IIIIIIII141�ILuluu.l �`II' Ii�Irlr�l�l Illlr.' IUIII d- l5lin o' ihllr' I�I' Ilrrriuull � IIPI ,
2'-0" III1I 1 Iu.IIIu .0 . Ll al�u� l IUL L_T J_u u u _ lu Inrl II I - InJl� �ll
CROSS SECTIONAL VIEW ANCHOR SKIRT AS DIRECTED 6"STONE APRON LENGTH
BY ENGINEER
SKIMMER BASIN CROSS SECTION MARK DATE DESCRIPTION
SIDE VIEW
PROJECT NO: E1X1020O
NOTES:
1. USE FOR DRAINAGE AREAS NOT EXCEEDING 10 ACRES. CAD FILE; C-ED.0I.DWG
4 TEMPORARY DIVERSION DITCH 2. EARTH BERM SHALL BE STABILIZED WITH VEGETATION ACCORDING TO STATE SPECIFICATIONS. DRAWN BY: LIVE
3. INSPECT TEMPORARY SEDIMENT BASINS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF CHECKED BY:TJW CC 8V: TJW
GED.01 SCALE: N.T.S. SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN, PLACE THE SEDIMENT SCALE: AS SHOWN
5 TEMPORARY SILT FENCE THAT HAS BEEN REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR AND/OR REPLACE BAFFLES.
4. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF DATE: MARCH 23, 2011
C-ED.01 SCALE: N.T.S. THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT.
IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP Sheet Title
RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
5. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM EROSION
FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
6. FLOW ENTERING THE BASIN MUST BE DIRECTED TO AVOID EROSION ALONG THE SLOPE AND SCOUR IN THE CONTROL DETAILS
BASIN, APPROPRIATELY SIZED SLOPE DRAINS, PER THE STANDARD DETAIL, ARE RECOMMENDED.
6 STANDARD SKIMMER BASIN sheet number
C-ED.Ot SCALE: N.T.S.
C-ED . 01
W:\JOB\ERX657 - Triangle Brick Merry Oake Renewal\DWGS\CIV\C-ED.Oi.dwg

I
TRIANGLE BRICK COMPANY
MERRY OAKS , MINE � #1
MINING PERMIT RENEWAL
INDEX
® COVER SHEET . .......................... i
i G17
OVERALL PROPOSED MINING PLAN .......................... ..................... 2
NORTH
EROSION CONTROL PLAN (SHEEP t OF 2) ................................... . 3
I
EROSION CONTROL PLAN (SHEEP 2 OF 2) ........::......................... . 4 Lr
1 MINING PLAN (SHEET t OF 2) . .............. ............
WRY � --•..._,� MINING PLAN (SHEET 2 OF 2). .. ..
OAKS ,o "-_-.__ I _ _
_- MINING PLANS - SECTIONS, AREA M-3 AND AREA M-4 . ............... . 7
MINING PLANS - SECTIONS, AREA M-5 AND AREA M-6 . ............... . 8
SITE RECLAMATION PLAN (SHEET t OF 2) . ........................................... . 9
1912 RECLAMATION PLAN (SHEET 2 OF 2)............................................ . 10
sP�Fo OOPS° '. EROSION CONTROL DETAILS ................................................ ......... tl
�o SOP
EROSION CONTROL DETAILS .............. .............. ............................ . 12
LOCATION SKETCH
- - NOT TO SCALE
CHATHAM COUNTY NORTH CAROLINA
b
owcarr
DUNE . 2000 s
REVISED OCTOBER . 2000 464.
oMq<jM&CRHD
- ENGINEERS• PLANNERS • SURVEYORS
WILMINGTON, . NORTH CAROLINA RALEIGH, NORTH CAROLINA
SMITHFIELD, NORTH CAROLINA
I I
i
I

I
Y,
\ ,, \ T err ....._ � � _.,: • \ \\ rj ;%, +xyw/% �`'1\\._. \�mpy- .•H.'.�n._.`` \ \\ - \ . _
r ,
wt n
f '
,
,
1 ,
1
i
IN
i
`.\ `-. \ \ rs \ '4"�rt / '"1( l\\ _/• %/ t ` i\ \\'` ,,-" �\ Lam- , I r l t, \ I i \����,a -o• '
•%/! 'i \\ \ \ \ \\ \. 1 L.. ��' �/`. ,• iri'i:(i� �T T ,��`{
. ,/ �`\\\. \ \♦\\ \ 1 i . !t ' `'l\ wib� '•'r1SC- _ \ s i l/
L ' _." Y"
ON, P- 'VtJ LY ; D \ --
` i
: , i,/,' 1 _ ,� ♦ /
,
I
N
j 1
'
[�(� \ 1
.N1 � \ ..!♦ 1\\1 -.._... �I _. . I � rod_. „�. - \�,'_: i /I , ; \ i I � S ji .l,l I i/. ..
1-��• pp A�t p 7� .. C w:
`F•T.�'FA..._l�J..:.�,I'': , \. �\• \I•: ,: , ; ; " , -�.-..-...� isry�„ ',,,{ .
� pD r '
- mP1' � `, \ ': .41 \ � ''....... ....... .... l� \�-� .. _ ,._' !. � .. � / ��:.+„-,• /r / �( F \. i� ' ,� i / . : i, t i II � 1 ., ! { I `--•
r �'•��9 M,1 \'\\ , \ l\\ �\.:: -._.. \ ..-.—:,w�--•• , . ' 1 \♦ \ I ' i // _. ' j .� ' �- '� .� \� y�\:::. /j 7 \/ 4�j �i ' i I !' � % �/ s.J�; >\'i �.. : \� \♦ \ „%
s�
t
h
C
/ r
� \
♦ \� a \ `_ ..._:..� \.', �, '' \ 1 :: n.... )/ a ( ... ♦. " �: , � \ ,' '-r:. � .l w` �../, � :l I\ r [r i'fs i � `� ,\\ \ _ "i� :yam, c - /
., l
+ IN
\\._- \ \\_� ` •:,�_ \\ \\ \�, ^ \_ _..,% ` ( \ / \' JI t•\\\ :\ \ \ \� .+gym t\ \,--•\ \: i�i: \..,\ \ \ ,/
' ..; ... .ems ..,:. ,1 \ r .;\ , 1
I i
`\ \
nw war<'rrc � I / ^/ ' •i - \ �. ' ._. / : .: '{` �' t - �\r_ / % I I � ! ,\ �w \\`, ♦ '\ �:\ , l�� a�\ Iv
' i \
,: / .'I r - / R` \. •aq - )' ,-,t 1 !I 'I tI �.-asw-' ,/ / \ \ .r _\ 1 zu*--.� .-
1
NN-
r IN
IN
,
_, r// / „eP r'Y/'( % .0 i' ... \�\ a.-- _ ,J _/ ,/ ) i /� S f I 1 . \\ _ .. " �.,r 4 ♦ \ \ �\ C , \ \.\; ; _.".-, \ \` yti.
'
^
I
. .. ;� Jp; .. �.; `-,.,,i / � l i f �' / % � `�._. �. _•\ >.x. -�-.� .^ �/1/:. 1\ \:\\`\`-. � -"-'- 1 / ' '!,� �.. i // / i,: , , y 1
/!, „'-...w. _. '\ 6'.el ♦ .` \-` w \, ll o �./ i fr
t J ' I , f , _
;` ,`\ \\\ t i I -~' / r i 1 I ` r Y: / 111
\` -R
1 . . i ` fl''�l`
�\` .._____. . \ !^ :I i \ x-"__. .�., l ,♦ 1 , V / ...,\„ � L \ ...� I \-y' S � \ �gv1.•�. Jrl \ ._,.._, /% I , t� � :: :r7 I ` ��^---_ \\
lJl (r.,A
t
'o,.,':::.._.. _.. , . : f r , i/ � ; : lil; i /r � /4 % ' / % �i ,."'^^ / '• r �e "•�`.. .�-v,,:- , �'�.x _ i ' z � .\\� :✓�:" i':.>' �^�. . ..�'
I I 1 � i _ . ., „� � •^ i,m"„'.'_,�.::'i / ��j ,1 ' � 8:S' aA" ik.� \ \ r \ r . .�.�� r�:w , . �� ..r%.'�
x
}
,41
: :. ,. .• t / �-. _.::'_, ,. ,`•, �..._C .m"..¢ \ ,_.. ayy! .-, % / .•".%';f // � /(� I - 1 1 .. / ' �/ ,'r _�\,. d^ F `�• •\/.'„ 4 ��I .,rmr'reas Po
;::. III I � 1 i t �.._ ,.... ---,... `\ r'1 \ •e// '.:_._ I I i 7. .• - '/ ' ,:: ' ," l ` :�:/� I � / !f/ /j/,-'., oso
/
t j
/ ; �I r " /,' _,,,_�•--.�: \ } ')y �d�' _'`- , \ .-/✓�~\/ I. \ 1
III €._. ..» ,\ ( , i / /„ '.•� ,....- / :h. -,.`.b/ , Jlr :% i -.\ \\ � ' >/ ♦1 -' „ r/
},I� .. I .; ti ' •_/ ) / <t.,a. '� Y/ �_-.. ... \ .y nls / . i'7% J ,i. - \\ `-`) 1 1 I!`t, 1 / _" ..�_ .,' -+tr' \ \ r' �."�i._ IG'r. - .,
r _
33
' \\. i 1 , r'` tti y / -\ s'. ,,' _ �
it 5 .. .. j � 7�\' `I j , :/ ~•, ",a .,' C ;� ii •-�/� `,\. � \\ , I- / I I "1, -/-� � \ i... f
EXISTING FACILITY
1
,, � ) F LIT ✓ ..♦. � \\,`.:\ I. �� , . . . __ _.... -"""�,'.y�`.\ \�\ 1 \\ , ! � ' i` �J � �\♦, : /" ,\`-♦ 11 ;, y.:.: INN \ ...._
i
c •s \\ , \`a tt �i _ \ r/i i ri�:/ / / / r \ \`'1� \ 1 ! • /� «u P ; / ` \i f \`.
IN
L I
\ , ! [ 1, S i J JJ l / % . !I Ir %:. , „✓��'� L � 1 C -•- / _ \\1 ♦ � � ' ayw 4 `I ....: ✓I. ,'/ /
a '..�r :1 i ' I p- /✓ \ I ''\\ . \'^ C _- t \ \ ` ,i.' / ../ , I i , •i' f„-. r--T
'�, / ' t � \\'� -.. ,..c I � t 1\ e �':t % , / � `% (" i / / ' ;. . . � /::%; C/ /,^'_..__,\ \\ \\. •7\ \... \\ 1 ._ rswz (� \i : / �;�•-- /
_.. ._✓ / � ;\r-- a1., -, t . ( ♦ i Ii�// .L �,;/P/ \ \ \ \ �\, \ jr/�`�/ .i- % //j;% r // -�\-` �! "�- I % : rt :
, ::� ,� / 1 ;.;i,r'\ 11 �I / I•:: .: li \ \ it Ir �:' / " . `\ �\•\ \ \ I . I l �.�t _ - _ .I r .::.". / / I ' •j -$
lt � 11..._/ } : :.,1i, l � \,'` \ \ \ , 'r' ,% ' ! -
[ . J.,• �,/, 1 ! 1 ( r "' i i ; \ t I r i : t \, \ \� {/✓ .Ji i r `\ 1� , 1 • �/ '
<_ + iI I i 1 \. . :\J : r, i , ,,\'-\\\ ." . -,_�f / .w\ \ j. ..`,mow �ry _ .\. . ,\ iN
\
\` - ♦'�4 l ` ,rl i \ `.. `V/\.\ '\ -"4 ."I ,Y��/�a"i - _xs:� -t' x.c.-•� i-:Q ..\ a -� "�'++��Ir \
\ ♦: 8 „"°' .l; i\I '} 1 \�f \we._..�m ,\ ,Y t :\ �:> - rt '" .. f / _ _ "_ '��„,\M1.,\ \ .: „_.��..�r4 ,' / .� vex
\ � ,> r /' ' I �II �\\\\ 1 1 I 1\ ,1\., J`-!' �t{ lar `�/ / � /,b'� v^� \ � \ \ , j _f / l / ,t .- .. _ •�' \,\ �.. � ' ' r;..,..r-� [ 199 000
\`
I � i
� ' .__.� ... .. /( ! ;'` / _.'It�i\/\ \ 't i � \
,
l ^ Ii
•S xr.
IN N
If �rOWZ\ Al
r , , "M,,.-•' r ( „� 1 1 tl -, /�1 \771 ��\ \"-.. i i ! f / r5 i
wac r,^.;x+:nn \ .,_. r ' ;�\ / 1 , \I l (✓ ! l�\\\,�.• \ •� / f f /' /el
� - r / .
i mux a wren / �\ ✓ ' , , - ///; / 1NI,ME
\ g e & #
/ `,..r,l ' r'"` 1 - S I 1 J I { ( I 1 1 / , '/f I C ti,A 'w - 'v♦ 3 i - ! i l i__ ��
NOTES•
Lam— 1 MCC RACYMAP ILED BY STAN ACCORDANCE TEREOPHOTOGRAMMETRIG WITH
AERIALZONAL MAP 3 COF ANY ONSTRUCTION UTIADVISEPRIOR THE OTWNER LOCATIONCONTRACTOR SHALL VERIFY THE 200 100 0 200 aoo 600
EXISTING PROPERTY & r," _ ._,y MINING DISTURBANCE BOUNDARY —"—• —'•------ PHOTOGRAPH, DATED r1988. ELEVATIONS AND ENGINEER OF ANY CONFLICTS.
MINING PERMIT BOUNDARY _ PROPERTY LINE — — — — SHOULD BEFIELD VERIFIED PRIOR TO
EXISTING CONTOURS "�---- BUFFER. BOUNDARY — --- — — — — — 4. WETLANDS NOT DELINEATED.
EXISTING PONDS OR STREAMS— • • -- • ' ' ' �' CONSTRUCTION. SCALE: i" = 200'
EXISTING TREE LINE •��•^^'-'^" ^• " `^^"" INDIVIDUAL MINE BOUNDARY (AFFECTED ACREAGE) r 2. NO MINING EXCAVATION SHALL OCCUR SURVEY TO BE CONDUCTED
EXISTING ROADS PROPOSED ROAD ./ // :1`✓� WITHIN THE 50a BUFFER ZONE. PRIOR 1'0 DISTURBANCE.
s POTENTIAL WETLANDS AREA � `::��` � ' 5. SITE NOT IN 100—YR FLOODPLAIN PER
NC GRID IN CHATHAM COUNTY FLOOD INSURANCE RATE
EXISTING POWER EASEMENT -L:=r+ "','rF MAP PANEL 370299 0150 B DATED
TOPSOIL STOCKPILE ;J 't11'r.L.y#FIt;:tt: - - DULY 16, 1991.
%�o T� M Triangle Brick Company DATE. &mI,� � �T NO,
Merry Oaks Mine #1 OVERALL PROPOSED H0R1lm2W `
Q SEAL !4 ORAk�i
24642 „o,® tw ENGINEERS• PLANNERS•SURVEYORS MINING PLAN �E F Io�To�a I��'on 2
6A WILMINGTON, NORTH CAROLNA RALEIGH, NORTH CAROLINA Renewal DNQ FILE # �nI:AL.
i AensEn eFx uno Iww»' ,xllMt'++is FMGi�. .may, , - t.W SMITHFIELD, NORTH CAROLNA
y l? 4 w WA
Iswn AN P.Apr'` I2
OF

I !
old, old I
\ ;
I I
r o
t
r\ \ \ doolooddo 1.
:i .� / ^^,—.-..�.. _.� Ili ..,.. FIL > t •t do \,�\ \ i \\ __ ,__X-.='
,
, r
,
V
— l
t .. _.. �.°� ; ._,� `.\ AWLdo
do
f ......,
old. op
.5
, Y
V
3�•
pop
did it
• pop No,
oldJ i / .. old_ . ... _.,.._......... �' `\ pave wzl -; '
I
pop \ \ 11
\ \ \ ,1 , i �' i" ' / old_./...,'�-.. ./ / , / ia, i .....
y �• ••✓ ,�
loop N -..._. .. _. N. _ fdeedopold-do poll _.... __ i/'
Sol, Ilo-
idid
> `. - _...,_, _ \ \ \ i� i - 1. MA PILED BY STEREOPHOTOGRAMMETRIC
p popold "„ L MAP
/ q ✓ _ ,
\ �- '��\ \� � \ I � ' I � I � / ` wpro f' METHOD IN ACCORDANCE WITH NATIONAL
\ ....! %L,_"% i "r% r �,_-,„i i `' 1 `�;� _ :�\� \ �, \� -._r✓,.. } `�. , I ' /loop, �..' a ACCURACY STANDARDS FROMAERIAL
` I ,
I / "' \\ \ _._ I 1' r /oppool PHOTOGRAPH DATED 1988, ELEVATIONS
i >� v' - •, % ` ` -�,"-\ \ '-•\ \ . s 4 R t r ' l / ,, SHOULD BE FIELD VERIFIED PRIOR TO
dod" doIIN r 75 IN��R p � didpUBT"pRO EcnSN F ,i�� pl—'_ \ , \\ ``\\ \ \ \, ! i t ; i i / i r ¢ CONSTRUCTION.
N
/ ...- ...' - 2. OCCUR
•I W - .,� t "�,..-•-" ^J -\ \l\\\ \�`'-`„\\\V\ I J t j ') ' ) I I I / J / z� NO MINING EXCAVATION SHALL O
\ `•-„ \ n. i i . . WITHIN THE 50' BUFFER ZONE.
/ //' �,�,{�E�hF 7R S1-1B2- .___.. ... ,_._ -.. � ,� � -.,, � ! I / / r / j I ;' ! / i I f _ .' 3. CONTRACTOR SHALL VERIFY THE LOCATION
�6, r I f . .. ,' 1 ._- r ._„„+' � -,•"'T .`Y� !,t \� . \ \ ` ! I r r i i, 1f _ ,,F
r For
T' \ o+ _, I ' .\ l { I I I / ;,r / OF ANY EXISTING UTILITIES PRIOR TO
$ CP --'- '` m \ I t� \\ `' 1 i i , • / � ' , ,+ , r' / CONSTRUCTON AND ADWSE THE OWNER
i
:r. .:.LZ _ --4.._..,.' t \ \ \ \ 1 1i,1 1 , \ I ! I , 1 I y.\ I i // � ,I 1 / i/ r/ j COUGTEETd� T ' 11 . •�� f` [' , AND ENGINEER OF ANY CONFER
}
I .(L Ell L I[[.L 41 h:•-f 1 1 '..L l ;. `L '-'�.. •.t 7[YPDRA 9LT \ \ 1 1 4.
i L1lLL, LC.L-�. L i �., L \ ` \.... ��._ \.. _...� \ l \ i ,\ `\ t` `t \' + ! f 1 I/ ' I i D
k , r t i i� r N ` ' ' t' /,j/� *// „µr T{ �' t/j'� WETLANDS NOT DELINEATED.
\ t„{4L..L-..I ._ \ -_. .� i/ r Ii ;' t�f SURVEY TO BE CONDUCTED
L !.. L.L.1 t LII,' J .... \ \..,n,k`�., `• \ `t ' \ Z / ! 1 li t,i
, � J''�/ � ' I W
t "t i too'i i'L: a "1.;,✓' l i �Yii;� wtl.. •`> > �\ `'\' C. ;\, \ `�•�....._-.'•• \. t, t'; \\ + \: ! } 1 \ ' J' i J / � i; ,'!' /i / >, ,•. l mz } PRIOR TO DISTURBANCE.
� ' ` r /; /, i I, `' S. SITE NOT IN 100-YF FLOOD PLAIN PER
. ,� ! ! w1L L. . L
. L�`,.;_L 1 + 1 i ,L:_,ef,. .I L u r _�L. ..: \ ; `. \\ t\� ,.a�\\y� \ \ \ rn ! i ( (/ //"
\``�,,,,,.,•,. ;.....` .` i..lL�� LLLLh I_LLt. L� LLB�' L F r \ ! l 1\� "�. ...i� t \ •F I 1 t 1 •i / / ;/ / /' i ' '' '' _ J ` I•
c\, \ L.. .,.. . .L.. \ y i \ _.. .., . \ • RATE
\ q /
L.;.a... . I t y \ /. \ ` \ v:\.r 1 ! ' I ( ( �;\ i ( .' �' l �% j Jf/ / /`JI"!r I `• ` CHATHAM COUNTY FLOOD INSURANCE
\ \ , �+ % I \.'`�- \ \ t I ; 1 ! f • j ;' % r ! i / I, i J ',J i p 1, \ MAP PANEL 370299 0150 B DATED
">
i i 1 i
\ --ter _. I
j ii f � /
\ `\ \ ` i i ` � ` \ '_ T\ \ '\\ ) r rt( i " i `t I II ` ! ' I ' , I I t' / U '/ + I JULY 16, 1991.
u
\ r / J
,, /
_y 1�\ \ 1 ,: t \ ,•\ \_\ `'\ i \ / 't \ �� \ ` \ \ _. ! .'rn� (,i! �i i l j ' ,i ( �1 %'j N ; f ( ` 4A . ,�% _._ 6. CHECK DAMS AND SILT FENCE DOWNSTREAM
�- 0 \ \ \ t \ \ t N. c l" ' ` X �I I I f I i I ( t _ 1 J .
.'Bj \ + i \ . 1 `\ t '• \ �, Ii i I I r i i ,,0 OF SEDIMENT TRAPS AND BASINS TO BE MAINTAINED
root did } tt \ � \ \t :\ \ \ \ i ; I `/i:/tut j + �' rw .. w i , ; ft ,y i; /e ;I , / - ' , -' DURING% •, \ . \• F i ' 1 % %r h" CONSTRUCTION OF TRAPS AND BASINS ONLY.
t .•, Ni "\ •. \\ '`..J } I i ' 'r. \\•-, \\ \ ' '>-.-_/' / ( i f qI r I t f ' �\ 1 _ / J� ', _ THESE MEASURES MAY BE REMOVED AFTER VEGETATION
\'1 ,\ `,'� ? \id I �� \.N ' ' �� I �.•� - / doll ESTABLISHED ON THE BASINS AND TRAPS.
\ \ \
" ; t ' I , r � HAS BEEN EST
\ .... 1to
! \, \ ,•\\,.\ v \ \ \ , . \ .. iI� r / r •! s ,t �'\ !\ I � I`` ' I �"ad ed
\'' �` r: pip do I -
/' �,! \:plot , ..../ '�../ / 1 I-Ifedf / i / I .� 1'\\ \ . No, \\ \` �.\ _-- l f t t !t ' \,•`\ \ \ \ ` 1 \ �' of f, -`...✓ram f l I .^
J ;r// t \ \ A yr
do F
' F r ,,..✓"".\._..,,../" RY sE01w♦E1'�T 7MP,,fdB-1 f ' f t 4` `� \\•.. \ \\ ,,\ \ � ' , \>,`\,pop " 1 I I ! t� ' I it :t `\ \ ` ` \ \., \ \ '\. I�'lr i ; I op
f did • l I Ii I'
A % p
v
I "I'll
d ,'• ! \ .. ... .,__ ..4 CE r �flh'V I I i ', \\\ pi\ \ \ I ! 1 r �• 1 i i/ / r i�i:/
p
0. 73 s AOE P AT A . ' •., / u 1 / , + 'y l
- ! I r�l N.
! , >• •_ .,_ ,� ',i P _ `BAA1 / i • . j', ..� � i f j ,, � Ir ' I LEGEND ti , i t ` L L_ �\;\.,. , T�.. ♦N\ :'/� t r"` / 'r ed
/ ,' /' ` ! t t{ J •`,\.
j I
1, v, I t ! `. l .�`\ \. .. /' ( \ �l �old \ ; ' , j, fl { Fi., l ( % idid / '� rr '/ ri v \I '\ EXISTING PROPERTY &
„ J
1 ",i -. No ! / / i. .: C, I `� �\ .5 ..-- / / ., . � i //: p( •,l /' , `. \.. ` �, do..
MINING PERMIT BOUNDARY
pop I � ' IJ rE. ! / ?ia' / -i '\ �`. .,d ' h' EXISTING CONTOURS -----------
_ , _.
L -i / , -. \ ..\I \ '^\• \ , •o ,! ` t V /...... '/ ; >l . f I i ../ / // i >`,;!\ TR M
,. '�.. / ` l } :. `(,'i'. i ta._, \,\\ 1 i r I r :r i _ y :�/; ! i . PONDS OR 5 EA S — . . . . o .
J ` _`
,
I
_,....__._ `P077C41
/ � y I'i• I ''aU,pFT�OTAk•71oN � -. opporA D 1... \. `.•' ,�� ,.`•• ,,; ' \ � �\ �,„� , � � � r u f 1 I � .____.. . r,� {i /\_, // /� ��.' EXISTING TREE IJNE ...... ........... . .. . .....
{
,do py` I �� `\`\'� i '' ___,.✓''� 1 - DADS
�\ / /� ��� � I EXISTING
% CUL `R IIIR3 �, dood/ i` \ .__V.. /'' N ` \ .. \\ \ : \�` \ . .___ �.. I . T ' 7r!/ % ' ' ,\.. _ /, ','U,'U,// , I{ \ I. NC GRID l--n omaao
♦1 RCP - -- R
/ it m fi f ,y I 1 i _ /• ` \ , \ . \ \\% ,!\\\\\'.` J (% ,( \ l i"r% l/ , i ' /C',/ / `t. I _ PROPERTY LINE _
INNN r
did
7NY 1:78 ` /-pli ° _
'{B \ \ ` �...� r \ ` �__..._. ; r. \ .L_ _, \ y`� + ,`.` > >. ...,., i/� r .] 1r jr / ..>1 ,` ,''p, i . BUFFER BOUNDARY
!
rld
do
dood.
,do do
�/ Ii
i`
No do ' ., .\' ! • -- - ,_,. " ,c, 'rti INDIVIDUAL MINE BOUNDARY AFFECTED ACREAGE o iiiiiti
if' I \ \. . \\ \::: \. -. ,........._... .. ,.,/ \ ` '`\ 1 \ ). /i r ,/ .. i / / 1i ' ( ESTIMATED WETLANDS BUFFER
\ E
yf `
1 / f ` ■ \ `: `t\, \ C T\ \ .. �..,\..� c \ `, \ r \ l I __ I - v\ 1 i i r t.
/ `t 1\\ . _._, .- .._ �\ •, t t ,t 5� '\ r / _.. �Q , " I �� EXISTING POWER EASEMENT — —
t i
_ ,
,ram
•/, r k `+ I } ! ,'. \ \�\ „ \ \ t '. \ , ,� / ', , / '` i' .0, -- / , ' �a ' I' i I - \ MINING DISTURBANCE BOUNDARY
r ! 't 7\ , j I i \ \ \l . ,.. _ '_. ' , \ `. `' \ ` I i i ' eNn / -- •._. J2�i / " _ / �/%�.�-� �I \ PROPOSED CONTOURS O�pC�--
I Ix t I ! \ Ir-
, \, �, do. i `'� `\ \\ t \t •,t \` \ , '., i , / J ;a•' /.- %"PROP NE ` ! ` PROPOSED DIVERSION DITCH .,---
dopT{ , \-{ f! ) \ \ \�\.. .,•-__• \ " I J - \"'� \'1 .�d6, i I C� .o' ' ' v, ? \. \. \ I �:, PROPOSED DITCH
1
id I
...._..., r, i l
/ .: !I` \., \ \ \ -:., �•'_-...�\\,.\`, �.. ``,. ``^._ i 1: %./ J l� / ,APPBB[e'al�I1B18' - ... i t / G„ .. / 1
-,; : t ` • \ . .:, ' - -.... 1 L I I I i ' / ' - / 'I PROPOSED ROAD ,////,i��y//„�l/y/, i/''�.
r j , . L s t ' , \ , 1 i.., U 6ER`B gARY �TfP ,./
f _
4 y . \_. .`___• .,. \\ `\ \... �`.� �,� ' , • % � / [' �' ^ IN
� POTENTIAL WETLANDS AREAv./\ u �.°l,��yy, `s?
,
L loop ;op op I
i „� vrNod pool of
', .� ` pol i - r _ �' TOPSOIL STOCKPILE
,I li`LI - \ A VA , 'VA. AV\ �, vA .. r ::}'_L¢.- .•lit /' i `I
' . ti•', ,._....�
/
.I A. A V '•A V •.A , `.. A \ / l `ti.L.. - !..r i I j IrA � ,___, / r
I, A .., �, V ..... ..., � �... ` .. `-.,_ A , ._ .__. ..' :_IL7,lf1' �`f J I I + `\ �`' - ,4... � 1 �� a
' !) i ., ,_ _..+ t .t \ \ :., ` \ .� �\,, i.! L„'.i l 1 i / _ ...... ,fr- �.. �"`, ^ i �; P; r '4u.1 - S-
iL _ pppy� /'
old,
.. . +.! / \ \ r �a ':n i. ..y.: STI A .50 ND - -.. / \ FENCE ) , : f -.. r . .E \.
-...
`. \— L L l t, \ .�— � 1 EROSION CONTROL NOTES:
ll opi i l __" /}'_ia'LtL} _�L 1 i r \ \ t �,old "`�'..\...%" _ 1old / / ,J .! r, L_ ,
... �' 1 1: •• \ �` 1 \, \ `,`. \ �`\ ``. I1,.r.L.LI_C• L_L •rt i a,' ` �t \ .. --J- �' F ° ' ' // /i' ! .�i�ii' t '�:.L.; _...i. � I''•. .\ 1. OUTLET PROTECTION FOR CULVERTS UNDER
^_-. " _` I ± 1 �. `'._..� \ \ 1 \. , 1 `\ \\, \ \\ , \ \ !/.LLt.t..,r. L ..i I \�\t` ` CIA :"-;` _z yL.�> '. PROPOSED HAUL ROAD TO EXTEND TO FINAL
lop ol1 ! i+ 1 \ ,\ t L :\...•' ..' ': I old `\ �LL!y��I t ' :`\ , ' \\�''� -^23G."' 1Y-'__-' i +,�• d ..i. i .i ,%L I WATER SURFACE ELEVATION.
do II 1 \ , ,` `\ \ \ ` \ \ _.,f! ! / ` �. �.,.,._...._ .. loppop.._.. - `'; DYEE '1i', 1 iti-i `-i 'I I ``.` ! 2. TEMPORARY SILT FENCE AND CHECK DAMS
I 1� , / \ �\ \\ 8 BIa1 \.. \. .... : ' ! i '` . \ \. _ BOOM` 1- �\ ^yTN�EOU 1 ``'` 1 I I ! TO BE CONSTRUCTED PRIOR TO CONSTRUCTION
..._ I I ``+ _ . r 1 i t % \ \ \ ,\ \ \ l '� : ; �.._.. , �; \\. _ . ' cP sx[RAaE - \'.I RA sLE� ! -1 •�.. _
/ / \`. •t 1t ti+4 `, , \ •� \` ', v' \ `.�.,\ I ! / \ n ,. :� . �,SDo;a'.et�'9BBefficv za2g/ r. a•goDt. P�+o,,t++ q 5 -t„ iI L '.t. :i : ' I r! OF SEDIMENT TRAPS AND BASINS AND TO 8E
\ I, I ! / t : \. \ \\. \ 1, IN
\ .\ / y" \ ' 's ' sN7sEt+c£ rYR - � I LaL S _e- - 4_L I led MAINTAINED UNTIL TRAPS AND BASINS ARE
r I' I y , / r, fl„„ I 1 } I \ } 1 , t i 1 r r I �� , i.. '.:��I 1 COMPLETED. '
JFlo
I11 Ll�
� /
r
I J , y POND, al , ; _ \ y 1 3. ALL BASINS AND TRAPS TO BE SEEDED IMMEDIATELY
l 1 !'ip l 1 ..._._../ y/ --- - - r j I )' ! I 1L \.._., ,. /,r i ../ ......"5... -- /' l\ \ 'mac _�: .,`.. I tuLLOWING CONSTRUCTION.
"' / i / ! L % 1 % ? 1 ;' t, " �..^i or ; '\ �'` - ----.,y,y . \ � J� I 1 ! 4. INACTIVE AREAS TO BE STABILIZED WITHIN
11 / l 1 ! i 1 / ! ! lit, \ \\ / / . r,.- .. -. - -'"'� _ - ' _1.: TI` 15 WORKING DAYS OF EXPOSURE.
do
� ! a, J
(`I 7
fof Ie
ry
i
\ , , -
id
_ _
IN/1 /:/ / \ ...w iAPoR(Ar , ` MRN J / , �; �\
._ ._.., , / 1 ._�.. �, \ .. 1. , did - \ >
\ ..
Iyy
l t Ij I i ! ; \ � \\`.�= .,.,III , /, did,
`w.._ ' ,i I'
' -
\ I 1 + I ,!i • ' F! \ \ l I �\ •r. I:�MLAL'9 PM��\'` !1 ' ' ` o i r / i� 11 i i r \ is •�� \ 1 i ! pop - ,, •'''\ /`',.�J
' /' \ �_ i ' 000 CF. 70RAGE. rx� \ / !
did
IF
,
0 !
�. �. pop do
.. P t ' % / ... . .
v 24 j/ ,
..i �' y � Y`\EP Y LeN `f %', : /, i % r .. � \ ,,,i rdeff �f NORTH
-i l/ j ' ...._ .... :did ; !_ t\ ! \ \ t ; ' I, 1 I* ' ! , L _,-....`.. _ � �`�.. \` �% %/ r j/ /' `+.! \ fi, F do
\ - - \. ax RN7w''CTYP)' f - ; r t — - ' !r :. / n r
\ 1� m 9EE 0 ON SHPIET 111 I r' I 1 �j ''- \ ru��I . ' /ir , I I , // '•�_ _. l V , Ir _ ._...- w+ . .
1 ,
I
Y
! J
1 � /�
/ f
I 1 ! � _ or , t pop
.t \ `it`. ,\ _.., •\ \\ \• ` w r II \, \\ } ,` I1 +, "\ \ j, fed
„\ I /..
,
ol
pop
I'd
of
\ li \ I \ , \ \ Ip loop
/ r 5 f 1 is /er ' .� - �\ ! i' i
,
:
I old
r l
\ i ' \ 5 '! % \ ArNg�ppgP F,\ ..�_... '//1' I r( f 7`r/! l �. ' /_ _ PFA i F NFN�F M1\-` `t 1 `� ......�''/ ,%' i` / ` I / /;' od' I 100 50 D 100 200 300
, t `. t �r 1 '1 [ { \ \ 1 \ . / J r �f, - I Y FlNAL DA�AB \ ... 1 1 I \ i
•', 'j —_ j r /,,.P, r e \ / / _ 8,278 CPS Wl -� i I %' i' 1 I r ... /
F. I , y \ , .t'\ \ aar+D�BrTw. .___ ' / T r . ` .J � �) uaba.cP`at+yx R42lo[ _.3*- /
\ i'i I j I i : q{vAT[aa-2szB ! I r li �. /r ! \ I 'l',
` \.j `` ! I+ i ■ /i , I I ! \t Ft \ '' _ • r, f ' i( / •i' l % i 7 r ! I F ,N I I° i `\ - ..-._'�•' i
1
S : \ , '( I I r r t \ ' \� _._ /. !' .'. \ ! / �..�:•,�✓'i I _ I 1 '4+ _. I r Ipop SCALE: 1" = 100:
iPERM j '\t• i 1 ! i'' L\`�' \p! \r i BQTROEt' , , I rn '! :! + % vz' ...._. t IiFf WS{1fpL''BARRIER'BER,b�
!DA- k-"s6'" ` f PRINCIPAL sPBuvA EL mWI-7 ; I t/` :r, i 1 r %I' ' 128 1 i ro ' --"• polooll``.
! r ro
N R
t '1 7 W I[7:♦.D i , I , NBIe7R ORA 24B1N[CNNpE[6�g / I t ( / .; � ' i` '. T/ L� y A'E 1':
115.1 E7FYi1• j I 1 •.. 'BARflEL-OIA- -1MLWA Ii . y'/ , , �� ' i + ' •! 1 1 \.IIC7L:�l`I ! .__ "_. . _ , `S�•t�.f
i- I i ,> : OFHCY 2,4 Y'6:-� 2320 IIII f / `• \ % -- - .
_ + t I +
t j I " .i _, \->�` i r t I I ..__
\ Pp��dP.AL
; , f \. k , RI�R WA.� 24 L4._. , \ \ ' j'
i
, f
t
1
. r��F [IsRON6r T44 �y�• DATE. "I/00
/ '�/��„� , ,,(/J//�\�\ Triangle Brick Company EROSION CONTROL PLAN 1 E , � ,o.,6,D H���AL- SHEET NO.
_ nw4,1 PIG_--- 1 �i •L �LJ
SEAL Merry Oaks Mine #1 3
24642 - arlueID TJN ENGINEERS• PLANNERS•SURVEYORS SHEET 1 OF 2 vaRTICAL:
1 RENSED PEA LAMP t♦UNJIY COMMFNIS P sP m MOH �"H01N `yh'- 4lILMNGTON, NORTH CARd.INA RALBgi, NORTH CAROUNA Renewal �� PILE
WA
Ru7c %.,,4 AN Po
�P,q D 00 PPPl, eta TJW SMITHFTELO, NORTH CAROLINA OF. C2

• FUND + % �IEIARRIER E
OWAYLL =2111LIIII
P,P
III IAI
r
"mot
4h
ol
F
IN, Ill I
je, I III , I f `, -, 77
iI
OUTLETIPPI I ........ DIN I A
Irw NOTES.,
f
I MAP COMPILED BY STEREOPHOTOGRAMMETRIC
METHOD IN ACCORDANCE WITH NATIONAL MAP
IN ACCURACY STANDARDS FROM AERIAL
TIONS
PHOTOGRAPH, DATED 1988. ELEVA
+ SHOULD BE FIELD VERIFIED PRIOR TO
NN I )RARY SEE UNIT T8 �`Dfll
\\ , Nil L\ 4 AGIUM I CONSIRUCTION.
N, I.
r "T ME 2. NO MINING EXCAVATION SHALL OCCUR
ID
JF I M! 0 22LS
ITY IN, Ns N WITHIN THE 50' BUFFER ZONE.
1 0
CONTRACTOR SHALL VERIFY THE LOCATION
OF ANY EXISTING UTILITIES PRIOR TO
m CONSTRUCTION AND ADVISE THE OWNER
PROPERTY ,' AND ENGINEER OF ANY CONFLICTS.
�r% lk� FINAL PAm&3-ACRES ISK m——231 a
III IN V.UNCTI LINE (TYP)r 4. WETLANDS NOT DELINEATED.
SURVEY TO BE CONDUCTED
BUFFER
COAL q PRIOR TO DISTURBANCE.
J DAR 5. SITE NOT IN 100—YF FLOOD PLAIN PER
REL MA ........
+ NNN N\ Ile mmmw CHATHAM COUNTY FLOOD INSURANCE RATE
FT ------ MAP PANEL 370209 0150 B DATED
it ------
JULY 160 1991.
YIX 6. CHECK DAMS AND SILT FENCE DOWNSTREAM
Ln OF SEDIMENT TRAPS AND BASINS TO BE MAINTAINED
IN
ELEIIIIII II
l", eF DAM d DURING CONSTRUCTION OF TRAPS AND BASINS ONLY.
THESE MEASURES MAY BE REMOVED AFTER VEGETATION
R HAS BEEN ESTABLISHED ON THE BASINS AND TRAPS.
,F
AL DA,,243'ACRES jCUT
-RI I Pi I A
IF2 X01.
% 00 OF STORAGE IR.EK
... . ... IV
INN'. 0
FI
DOO CF PROV.11
LEGEND
EXISTING PROPERTY &
FOR
0
MINING PERMIT BOUNDARY
...........
EXISTING CONTOURS
EXISTING PONDS OR STREAMS
f.
NC GRID
EXISTING FREE LINE
"Jip IcBEs "�IS11118 ROADS
%
,�/ \ ; a \ i I I � \ . 1 / // �, �.,_._. ;: k - / � ' \J� I ',% 't ' BUFFER BOUNDARY . . . .
ePROPERTY LINE
INDIVIDUAL MINE BOUNDARY (AFFECTED ACREAGE)
%NN\,
....... le ESTIMATED WETLANDS BUFFER
tXt5liNG POWER EASEMENT
r ....... MINING DISTURBANCE BOUNDARY
PI
PROPOSED CONTOURS
r I ! / `./ \ -�. �/ � na i , `'�. , 'CLALM PROPOSED DIVERSION DITCH
PROPOSED DITCH
to IN N,
INV R
r • PROPOSED ROAD
NVIC POTENTIAL WETLANDS AREA
SLOPI
LEND, IN,
TOPSOIL STOCKPILE
it
A, Ile EROSION CONTROL NOTES:
\IT
T111MI
It Nk A—.`I\, R I. OUTLET PROTECTION FOR CULVERTS UNDER
1 2 .0 Ilk PROPOSED HAUL ROAD TO EXTEND TO FINAL
kv
0 WATER SURFACE ELEVATION.
1 -1% )L I% ........ 2. TEMPORARY SILT FENCE AND CHECK DAMS
SPILLWAY TO BE CONSTRUCTED PRIOR TO CONSTRUCTION
IN +
OF SEDIMENT TRAPS AND BASINS AND TO BE
• +
-NN/ MAINTAINED UNTIL TRAPS AND BASINS ARE
COMPLETED.
...... -3. ALL BASINS AND TRAPS TO BE SEEDED IMMEDIATELY
.....I. FOLLOWING CONSTRUCTION.
I
INACTIVE AREAS TID AORES r 4. IN BE STABILIZED WITHIN
A , W
5 WORKING Dl
j N, OF EXPOSURE.
IT ' qquU
N, BOUNWy"
% FF
I If
INN,
N IN IN.
N1 I NN,
TSIONN'Dj"I 11".
0
Is NOW sawetir," R
4- -I
Ain
OF ------ ly I IN
if f
'el N,I I i I / /Il / I
Y 10 N, If N,
NN f Q e.01 1 I .
r ------
IN i - ; \1 1 11 " / 11 100 50 0 100
IN I + J i � 1 I`
�j X 11 1 1 V 200
If 1 1 IN' . p 'AJNE'-(T`Tj 300
f F I I P j I I, I I N ?
N1 IN
IN of I �J
N, NN, ...
INN, \ I
)NN,
N% l, -Nl IN SCALE: 1"
k I I t
IN\ NNN %\IN, "N, it "' 'i I N,
v 41:7.
kk
s .
nc, le Bric Company DATE- SCALE SHEET NO.
will, f�1�1
e 71N
IN
Tria, "I k Co any
I,--, HORIZONTAL'
ER01.8,40NIN CON OL PLAN
NTR
24642 ENGINEERS• PLANNERS•SURVEYORS Merry Oaks Mine4l =L�-�/Om VOW
WILMINGTON, NORTH CAROLINA RALEIQi, NORTH CAROLINA ESI1 11E E T 2 OF 2 4
DP4 FILE # VERTICAU
m LANO W�IY Comm
DAN SMITHFIELD, NORTH CAROUNA Renewal
WA
OF. 12

a
W J D
— QK.F� F�
ou
\ r
o�mo ooS i � rl� NottdJJLoJ 01
a
WwWm NoN � y15UY-� II
0 W F— J� G�Wra,,, JZQ
mO U�ZQom
�ZC'0.0 zQOOW � Ld V 4� � Qm w K
J 6 WF WwO FW ZQ � �Oy in mW oo QUw: w o 8
zw
aZY <mUU F- zo
wxozwr
= 50
� I�A �zlrz WQJW= dm� WmO WOZW"wWmz? 4=U- Q y�wI Y U-
4wUS=0oFZ ZO ~�K K �00 WO 70 g30 �V�� K 3 Q
mm<OWI Z *$ 888c WDWE ax Ct- z of acn0000J N Q
o, m < � owwww a
N l5 7 2U. 22222W � pa zu0000 Z O o
FZFFFFr, a �WMMMj � Fz � aoda N
wmxx'x'xz UK � � (F/iX gxmlxK o 0
w �wwwwzam ? w wgaaaa a r
,
'iA L
MAR J jf
/
- � I � Ills�
4
'
\
—4
I Net
LL
tt L
\Q p a R ._
J
JLIJ co
2711
,
+274.1
! ` \16,V v A AI� v v vAA
It 4
'
/ \\ Fs \ \
v v , A
If
It QL
/ co
fv
Pik
i4�r If cd C:
x
uj
fill
W
t� 1
LM
If
. ­llL }LL
tj)
ca
_ \ f.
LM
r` 144.
�.
41
\ \
jr
lt
J
/ IlllIlIr :/ Y - ' /'� - -- �-"Jr i``\ I' I ' CX
'� i w
NX
Yy .,
Ir
/ j / / e �' f ='\ 1 r _ ` 'e�--_,� / � `.\ ~-'` Z5 F
tf[ / 5
25
ff
i If
if
-
Off
" x�i .. \ \\ \ `\ / � •, r / ♦ " .�
If
All
Ik
IF
If
�' r ( ✓ / '%/ %" ) C�H' l/ / , �l, /'__ �i s )lr� ' 7 / r/ 'i f , lf e' ` �/
IN
If
WI
\ \ \
♦ .f �`. �\ i i / '.— ., \ ., ♦ \t� \ , ` I � , _ ^'\
IF
el
,
i
� A - _
I 4 J u I s
:
1
r
1 1 _
u :
\ \ ♦f 1 ® „' _ __ .. 1.
F: >
,
rl
lF
j \\
�rJIle
\�X
f

J
.ld
T —
1 -
� �c
ol-
J
-
i
--
It
tit
orl
of
OM
It
,
—
1 '�
-
�
a •
/.
__ ..
( � n
4tq* /V Ill- Z_Ll_!I
aSzy \\\ ' may
- r Y
i �
D
,
A
c \
1
^
i
ir
_
%Lod lit
pol
CD
/D \
J ,
n
mill
717
,
7/�
4
/ rl
2.
� v
i l
r ,
X.
ML
'�-\
i I
\ lN
`
lip
m z
z , ,
I
i , I i z A
t \
I . mo
,' \
,
'it _ ULI
,._ :..
•, f
,
— — — — _ _ 77 _ _. _�_ _ �r _� '
t
! r
n
0 MMM = 2mbiz C � ox xmX�m
0 0 $8000 W mac— Zc
p OOOZ(n r. ! O WWWW_ W
O ON tZ '1 000oz 310 mmo� d��z �
D WIN*IfNrIW O1+ID W � D0000 0 A W N
Q N y r OOOO N 'OOrO A-1�0� 'p VN O ogzow 3 �
r$i. � z aM zoo ozavz �z =� zoocOi -miy IZ
z m o 0 -1 = -U 0� y mND � 092l
j OS'0 -IyA r~' m NrNCJmA < Z ZA -GD OG] DOpn
d O m O zM40 > 00 m�AZ -1 08070mllll mzc z0 - 3
N oWm fW NNO -RC �— Nmo A0 Nm omS N D Rt
C 0 D Or W O A Im --1 N O ( Zln D �jo
> = z -i � -i y { VJ W (7O mz > WG 6b OZO1K
y a ar N m zza2 Ao=� -c:, :� GM> W
o `` x { r z Ocm „z�aC � m�z � wz
n Q t,tOD nsm� N mwmmm
� \ � I II 000mN � ax oar o
o f ( I m I ( Zrn
O `5 �
DI omom OW�m
N Q
D S O Nil
m I N �� O y�D � A
cDi I I I moY z °zrZM
hl � I ' III � z
i3
� o

L
C
d
260 260 --
.r
XISTIN C GROUND
.......... ...............
E STING GROUGROUND250 I I I i i I250
Z�11
240
- ------------T-
240 L
F
- -----do----
d
TER 1EVATION 228.01
230
R—ELEWD MON 228.01
0
F
T�
d
L
P
220
L 220 1
L
d t
3
210
210 ------
-
P
L I 1 200
r
L
L
WHO
w 00 0 0
SECTION A-A SECTION 13-13
AREA W3
3 1
L
.......
.,,,.,..,,_EXISTING
.......EXISTINC GROUND 3 .......
. . ..... OWU
44 1 r .........
240
3
.......... ...... .......... ............ .......I. .........
...........
230
3
........... —-- ----- A....... ....... . ..... ......... .......... ------------ ....... ...... .......
.......... .........
WA ELEVATIO 200 1
220
..... ............ ............ ------------- ...... . ......
r
210
..... ..... .. ..... ....... .. ........ ..... . ---—----
r
200
100 50 0 100 200 300
3 3
SCALE: 1" = 100'
AREA W4 SECTION A-A
L
L
t
Vk SCALE SHEET NO.
T�N
I- #N4q<UvWCRM Triangle Brick Company DATE* w3vw HORIZONTAL*
MC - SECTIONS
MINING PLANS SECTIO
SEA ME PROJ, SM70M Ilaw
464 IPA ENGINEERS*PLANNER$a SURVEYORS Merry Oaks Mine #1 VERTICAL& 7
WILMINGTON, NORTH CAROLINA RALEIGK NORTH CAROLINA AREA M-3 AND AREA M-4 DWQ FILE WA
SMITHFIELD, NORTH CAROLINA Renewal
�OAW N P, T-M OF. t2
REM 9VI 4. 1 -

270
i
260
EXI TING IROUNI I /
250 .
240
23D
WATER EIjEVA-nH IN = 6.0
220
210
200
iff
� p N M Q 00 n 00 00
^ N M P N 00
AREA M-5 - SECTION A-A
. _ _ __. .__
E_XIS ING OUN ./
240 /
... .._ .. ..._.. .. _....._._ .. _.._... ._.. ......__ ., __.._ . ...ere . ._..._....... _ _ _......._ . ... .._... ------ ---F� .., ...., .. _. _ ._ - ___- - --- - ---
230
J
220 \ WA R a4wnoi i = 2 0.0
210
200
190 I
100 50 0 100 200 300
n�nnt rrty p pp p o
reaoo pO OD - Q Qj O O O O O O o S 8
O
SCALE: 1" = 100'
AREA M-6 - SECTION A-A
�,r"�►, SCALE SHEET NO.
• `v*�oFE l fY�14%y t� Triangle Brick Company DAtE, 6/eVao HORIZONTAL:
� M� �� Merry Oaks Mine #1 MINING PLANS - SECTIONS �E �. ,o,b, 8
SEAL MC Y PFAW
24842 - a� t,,., ENGINEERS. PLANNERS• SURVEYORS AREA M—rJ AND AREA M-6 DWG FILE u
F,yGI E� ��ti•;. WLMINGTON, NORTH CAROLINA R,ALEIGH, NORTH CAROLINA Renewal vERtIOu.
y, ?.q � �p'bIto ro PWL NI& 7.W SMITHFIELD, NORTH CAROLINA WA
OF. 12

g z
gz N < W I III I � I l �
(,1 �wy �
r OF CCw I,i �aFLL
JK J
2 d J z
o*WWx 0 Vl"' U �'' o
�WLLmd [nN KWS W Q '� 1�I' r ' I W S
� 7d' oom o �"'¢ T zoz W -II
T KF� > m a �z mom rn rf," ra 2 ¢ S
m$zo9 xZ¢ o U = (� T w pd = wa ¢ a
a K z p g
O<f~f=� 1.�1��O WIxO NxF01•�j Z m N � � rj ZN '� m a
• Z=Vm� Z1- UwPz
0ICTJL COO �p C 6z �- m � WZ017j �' o d J
US�0 WO ❑ILZ QZYZ6zoTIa� W'mO yJN � W d. ¢F O J d
OjN� � � �Q� w z�y{wiC dk- ra O W O z �"x LLlm2 Fo r Y W
f EUd tO.) 25 UOUQ 3U=i ate, 0-woa.r-& } U Qp dmOWWWW
1- m
a4ypN 't7
[i rM of Z(DzzzzOCC F OKd UOZ O W F FFFF d 2 p-O
WRWWW21mxMKIX aW z (WN G
1-
IN
x \ 7
J�� 4 `
zLL
it
/i \ )� ; S`•. -/
r �,.;- TI:,' ,..,tY�•} 'ISl Ibl�:-1` 'C I- .._- \ +, -•f /t... ` - - - - 00
�d l A
\
+
-:n: ..a �,-I-� Ji4, 1 ,-ice 1 ,i- >-r.. rZ --•'-,� d 1 i. 6 �"`:. Iw [�1.1 's i _ r,� \
v
il''t-T;' m WE
.
I 1 'rl"� ' - � i'iJ. ._.• ,c ,� •_. . :,•--•3 -. 7P�. � i�4� ��-�- 1 _., \/ - _ ' — � ��//�'�
'yt" , , � �_ J -17 'I °t-y � :_r I I �I 'ti � : ' :_ !w'�t '•. ;s�,."; ``_\.�' �3 �=:�,� }y�� �'f'`ty ,,, ..� '-�_ �.
+• rkc,�,,+ � . .�`i ] I i 1_' {I' I I .i 'I -���� �,�,�"LI,.F`�I �. �� � ����I-'4,,. �'I �\ � � .....____.- - � � 1 fi�. ' ~ � �V _ �•
m: T '_ :h} � "[ 1_:� ,t -�� I {{ i� I CII N�'�4 y l.F � .. . ,y v�.P , I:.<\ �/ `'- yy�[{ \� �\ k ��~�'—_�•/ -(" �:" �i ly,J 1 ''. li` _ 1.L
'.L< - '� . . - - _ , r>�"c; t 'E'zi�'I� -- ljl- • ' 'r \ � / 9- -:� ' .�` _ Ir - t;j.,}-'"�''�"'
.
�''
F�-�.y7�`'��_r �r •- '.; �'I � .� � '� 2 .. � -�` c J' �rI �- ���I� �.'��.k�.
:� , •_: �.. i, ;., .- � '-i^. T _, 4i. I .i- :T_ N L.. .
,u.._ca 's-_f,`", _ 1 .+11—i _ L.,,..
- ^,' _ _ : .•'e ,�-=- - i •' " a im-, - I I' f-I - .:::,Y �1- ��• r-r i'� J>-I`�:•.T.: ..,: ..,�. . _\ �I ---,T `'r .- ,. .r ram. ''=;-h'-,_�-r a" �. .�
�:. ._ t :..
;,� t �.1-k7..;, �- -„ �.`L 1` ' L.,.� l\ ``\ .� •ry,,,.� _ ''r-- -,-f._. 1 i.,
:: .�e r t J-,I: h k Ta , "' ', "i'-:.i
) e :1 L-L 1.: .. <C• :. f'1Y'I G-1 -" ::r..il_., , \ - !.^' y %.'.-#F i �r ::' }`4' _i-�4':,_''_ '{ R 1'J-1T '.'f
Fi - ?%: t✓.0 �.="ri 7" _:r , 1T
,, +uK,` '// -
I.-JA�,{ I r� 1-t 1-. 1.� ,,,. I :r: - , � '
•5'Ir f:rl f fir- 5 'Iclj l �„ r \ �` \\ _ ,_.� .
_13 ,ti .i:. 1,�-:=.TJ{ I ,u:-, Lr -lrl,, � . ' 'I{ I r Y�: 7nrl `' 'Lf i';� 't \ \ \_ 7-��//�_.._...
,kJ- F"1 r'L �,� ,[_ =rlv`.i1 J' _ J`i rl El:+:. I LI ..,,. I-!r ;';i - _ ' _ •s..
1 --r I 1 Jl t' I'-i L-� l - L L .t Y" s i I,-' \` /r 1`-.
t-1 r if I I: I -I.,1, � � itttt,.1 I r+i rIT' I I- d.�sss�J I_;y' T I I ' I �i r \ \\ e-, i/ ,
"- 11, 1:1,1 F I.L 11 1 ' - .. r \ r yi x .. _ -
y�,j. _: 1 _ 1 ;. • ;_ -�=. I'I�'r i^i" , •,�J__ r �i �tYs�'
: ' i j* -, _ : _1�. { 01 I L,L:au'r-�C� I :i: ��.. I— ♦— I Lr 1 :�- tt_. YI FSSW - ,:1 'I� —
'- 4 •LTi' �t x-Jr��^,"IF„t"2`,aj� 1 =3' Jc:'s,'a� }I': , 1 `L., -1 I F'f'I` IJ�- �'.\\ +, :L1, r .:.! �., a
�.7 'I
it i�`- :.1
,yTy�
•i '. 3 '-� 7 4r+�a1^P-( I.,,�Sy�L y� l i 1 � 'Yt
. �' 1 s _, I f 1•,. 1`��, V I r� __� I ,rd; z{ 'yyt six .i' , ! J" , „
L-�
fi"'L")
l_
co
r xY
a .. 7 1 1 '� t41 : r . `1.._ '�.�- '�.. ]; . Lf ^,. 'Ey. lk =•1_ - \�\ t t' `It 1 -
1 1 >r ,DIf
c ((
-f�. {"'F` { C Tip i _ __ _ -xl.,+ - a,.,4 �sl: t J ' 'f � f , j I r•\ ; it1,, z LJJ ry�
CIO
J
` ,
, i, L
i j , � 11\i {{{ f `• �,,\1\` .. "
1 y�`
\\ ��` � \\ � "\../ � \,♦ -- �\~�"\+. �` � � -�� ��1Cr{r' Jk- ,� �„1� l�t,"^`I"7��, '- f rrr � %. ;, �\\ t I I _f' �! i y�.. :i \ \\ W
...`�"c, ,'t`(.. ..� \5 . y" �`%'�'•\.���r '.�`m � 1 �L,��-1,-+ .Fi \/t �r• 1 c \ �,\�,
If
\\, c \ \ ¢
%,.`. _•=^y ' t ;./ !r / If _ = ``"'a` _._.. /% , ♦ \A\_ \\i• ` jSjY ,�,h NSF
N.
iZs
_ `E\ . , -_.. f. t >' / .0 ��� /\- ♦ '�' \\ `\ "\` .,^/ _ J �
`\ r' /' -'t ` ' !✓ v r 4 / /i� \ � C.F ] f`r ,mob 'f!o ZF
/ /// / ,/_. .•ate ♦ ` 1 S t I ' t i• �Y \ \/ / / �__. ` a o
/AK
, /. ,\ is � C /♦'' � � , / � � . ' ! •` � �Y� .t,/- . ` \\ \ � � a = �
tl
If l
Or
If I
for if
If
If off If if jr
IF
sol
' ! /•/ r I I // ' 1 �i ' � �� ' : ✓/� //j //%i. f/ ~
-
G/,
/, `\
'Jr If
IlHill
♦ t f ,/ ._ It
�/J ' (n a IIIIIIIIIIIII
1J � , � W Il�llllllilll ;'
I `i .5 / 1 r IIIIIIIIIIIII ' Y / If le:
RN
it r;i: ), IIIII
r a'
r
J
fir ij,i
t
Is
iz
_ —
f
t ,
- '
r
it
If \ /
` -
o \ i /
7
'
,
,

If
R if If
71171 1 MATCH LI E
F
k AL I
NOTES:
1. MAP COMPILED BY STEREOPHOTOGRAMMETRIC
WATER ELEVATION=22&0 METHOD IN ACCORDANCE WITH NATIONAL MAP
4�
ACCURACY STANDARDS FROM AERIAL
.. .... PHOTOGRAPH, DATED 1988. ELEVATIONS
SHOULD BE FIELD VERIFIED PRIOR TO
I CONSTRUCTION.
2, WITHIN MINITHE 5NG EX6 BUFFER ZONE.CAVATION SHALL OCCUR
WIT
11 3. CONTRACTOR SHALL VERIFY THE LOCATION
!R6PERT1 L OF ANY EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND ADVISE THE OWNER
AND ENGINEER OF ANY CONFLICTS.
IF
LIMITS, 4. WETLANDS NOT DELINEATED.
SURVEY TO BE CONDUCTED PRIOR TO DISTURBANCE
[fill?
...........
HUI III 1
'in
Wild r...........
X
ir
fit
If
kit
z j
I
LEGEND
40 a—
FUNFIL
OFF I.....
�\XNX�L% \4-.=l------ I�ti L..fizil I w N I
it EXISTING PROPERTY &
"It BOUNDARY
MINING PERMIT
x ...........
in " EXISTING CONTOURS
0 1 X%f."killviiij 'K54 "I.... 'I IN
0n EXISTING PONDS OR STREAMS
xaaaaao
EXISTING TREE LINE
IAA EXISTING ROADS
tiff", NC GRID
if 1%\\N�
PROPERTY LINE
IIJ BUFFER BOUNDARY
INDIVIDUAL MINE BOUNDARY (AFFECTED ACREAGE)
ES11MA7E0 WETLANDS BUFFER
EXISTING POWER EASEMENT
1) if MINING DISTURBANCE BOUNDARY
d�' PROPO
if I
f If • SED CONTOURS
I 1%,,.,P OSED DIVERSION DITCH
LAI PROPOSED DITCH
I If
/ ll
IN x I,
if 'rj�
PROPOSED ROAD
Vi
IM-0 �aIf
I if POTENTIAL WETLANDS ARE �Mt M �"XDOI�4
'Te
m
'0 if
fl j % TOPSOIL STOCKPILE
IW.
I rill XXI, 1. 1 wl I IL A A
ir 16 J
if WATER it If
I iti
I{j
J 1, 1 On ......
I=+
012845 0 .......
I i 5
r
R ELEVkTION= OFF
fill II !I I)If
If
77E;
if
I," I
Jr ; it
I
if Of-r. Ii
Oil,
�"Mw I I � \ ­'1 11 1
If
if F
hr
I L
7 If / I I
if
ill
.1
/j cz It
f ,
I d
If
It
r
it C3 if I f if
i_iI:
6 PRO A:Er"`t4NEI`(TYP)
•
'I 1 100 50 0 100 200 300
IF j
Nik'
\L 1 ItI
if
SCALE: 1" = 100'
24
..........
L
If
r 1 1 1 1 1 ;f
F
T.N SCALE SHEET NO.
O
4#N4cf<M4&(y DATEF; booS1100'EM Triangle Brick Company
SEAL RECLAMATION PLAN MCE PROJ, SM110M
Merry Oaks Mine #1
24642 ENGINEERS* PLANNERS*SURVEYORS VERTICAL-
(11 T.W ALMINGTON, NORTHCAROUNA RALEIGH, NORIMCAROUNA SHEET 2 OF 2 ONG FILE 10
0"As P., D1,11" VAIC rNiff. a& T.N SMITHFIELD, NORTH CAROLINA Renewal H/A
ill JAma OF, t2

RISER DIA.
12 RE
HOOKED INTO PREFORMED CHANNELS ION
METAL POST OR FASTENED TO WOOD P05T
BARREL DIA,
W/ NO, B STAPLES. 15a
ULTRAVIOLET RESISTANT GE'OTEXTILE FABRIC
OR EGBUIVALENT SECURED TO WIRE W/ METAL
CLIPS OR WIRE AT S^ ON CENTER, EXIST. IS' BODE) PSI CONCRETE (in C.Y.)
- - _ GRADE , . . . . . . .
� (TAP)
REMOVE SEDIMENT
S RAGEMEN T�ELE19 1 ISHEIGNT. I I_\� GRAVEL z.S ItRI- IS DIA-1
REACHED OR AS DIRECTED 13Y THE CONSER- 3 BURFAC
31 VATION INSPECTOR. �
MIN DEP711ma 3.01 ���\ BERM ANTI -FLOTATION BLOCK DETAIL
(TYP)
NOT TO SCALE
_,-._..... SHEET DRAINAGE ONLY. 31 \\\`_ 3 3 13
NATURAL GRADE.
\. 5
CARRY 6 TO 12 INCHES OF FABRIC INTO TRENCH I1�
z. COVER W/ SOIL, TAMP AND BACK.FILL. I
MGENCY SPILLWAY EL
CAGY 6' OF WIRE INTO TRENCH.
VIVATION
t8'
I METAL, OR 4^ X 4^ TREATED WOOD OR CEDAR TYPICAL GUT/FILL ROAD SECTION "A"- "A" B SEE DUAL 3
POSTS AT 14 O.G. MAX. WOOD POSTS MUST
ANTI-VORTEX SEE DETAIL-
NOT TO SCALE (SEE DETAIL - Tiles SHE r 74I5 SHF�7)
BE 2' DEEP MINIMUM. RISER DIA. BARREL 1
CIA. /
NOTE I , ' L
SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS V--�-i CUT OFF I PROTECTIONP
OR IN AREAS OF CONCENTRATED FLOWS (CREEKS, Ca ANTI-FLOATATION B BARREL LENGTH (SEE THIS
DITCHLINES, SWALES ETC.). �--'1 b
(SEE DETAIL - THIS SWEET) ETAIL)
me MIN.
SECTION TNRU PRINCIPAL SPILLWAY
INST/W. COLOR wl
ORipU6ATiON9 V ICN- fLNTIN
HELD SEDIMENT BASIN DETAIL
SILT FENCE DETAIL PIPE OLD NOT TO SCALE
NOT TO SCALE HELDSIDE E �-
D2' x 2• SLOTTED
CORRUGATED METAL FOR IN DIA. Na Fa 51agCED B
Wc„am TO OBTTER BAND a O.C.
0 ale,
SECTION B-B �- STRICTURE PRINCIPAL RISER DIA BARREL DIA. BARREL INLET BARREL OUTLET BARREL LENGTH EMERGENCY SPILLWAY EMERGENCY SPILLWAY MAX. WATER SURFACE
ID, SPILLWAY ELEV. (INCHES) (INCHES) ELEVATION ELEVATION (FEET) ELEVATION LENGTH (FEET) ELEV. (FEET)
RLESURE DI`A
RELIEF 'A'
Hal® V2' DIA.
o o ' 4:3HELD u M3-SB1 227.0 36 24 222.0 219.0 70 228.0 20.0 229.60
II Jam' M3-SB2 231.0 24 18 228.0 222.0 60 232.0 20.0 232.43
_ 1. CIXIAR TO BE OF SAME GAUGE AD THE PIPE WITH
#p=- MICH IT IS USED. M3-SB3 230.0 36 24 225.0 224.5 55 231.0 20.0 231.19
2. THE
BETWEEN µD TWO HALF
9V0145 � •C' B
BE CAULKED WITH ASPHALT MASTIC AT THE TIME a M4-S81 219.0 24 18 212.0 211.8 BO 220.0 20A 221.38
o �{} o Rl9T nal. - M4-SB2 225.0 24 18 222.0 220.0 50 226.0 20.0 226.71
9. EA�i COLLAR Sllnu- BE FURNISHED WANKITH TWO M5-SBI 225.0 36 24 222.0 221.0 50 226.0 30.0 227.44
LUGS
PLAN Pat VIA,
fLNNFLTING WITH COLLATR TO PPIiPE, M5-SB2 231.0 24 18 228.0 226.0 60 232.0 20.0 232.24
11.5 x RISER VIA. ELEVATION OF UNASSEMBLED COLLAR M6-SBI 219.D 36 24 216.0 212.0 90 220.0 20.0 221.12
TACKWc,_n C . T1' FOR 96' BARREL
ALL AR I6' c . 6W PoR aY ByREL NOTE: PROVIDE GROUIO COVER FOR EACH
A � FOR 360 BARREL,R BASIN PER SEEDING SCHEDULE ON SHEET 12
MIN.
M.
SPACE SEDIMENT BASIN SCHEDULE
12K qv
SPACE BA 5UPPORT BAR SIZE
(TTPIfAL) (% RE13AR ruNJ -
NOT TO SCALE
RISER DIA. ISOMETRIC
SECTION A-A
NOTES,
1. TOP P 15 14 GAVI
LEFT FUL METAL LY OPEN EEL PLIATIF,WHEN TOP IS ATTACHED.RE LIEF HOLES MAY BE ONITTEO,
2. CYLINDER IS W GAUGE CORRUGATED METAL PIPE OR FABRICATED FROM I1W STEEL PLATE. CORRUGATED METAL ANTI -SEEP COLLAR DETAIL
5, THE CYLINDER MOST Be FIRMLY FASTENED TO THE TOP OF THE RISER. NOT TO SCALE
4. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER.
ANTI VORTEX TRASH RACK DETAIL
NOT TO SCALE
A, BURY THE TOP END OF THE JUTE STRIPS IN A
TRENCH 4 INCHES OR MORE IN DEPTH.
Let IT NOTE, MSTALL JUTE LINING OVER HUHN
Au IN TIN W W/ART SWMES TO F4X11A
IN RAIN NET LINING.
NOTES; Imo- 12" MIN
�� w POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE I 1
g1RET FIFE FES 510NE UNIND IF SLOPE EXCEEDS 29. SEED AND MULCH DIVERSION. TRY WCOMPArTED
,LTASSIFICARON NOT TO E%GEED 5% (HIGH VELOCINES RE'SULT). PE 2.1FS. TAMP THE TRENCH FULL OF NATURAL GROUND 1ITAMPED SACKFUSECURE WITH AROWOFSTAPLE5:':aJrY:':ivE'D, MACHINE COMPACTION OF ALL flLL IS REQUIRED. ...::::...::........... IO I84 SPATHE, 4 INCHES ,Yl _FE OR FILL OR CUT ' ' DWaUN FROM TRENCH \ _ ___ `•"•., .,,. . •"� ✓""`✓SUFFIOEM TO DIRECT ALL SEDIMENT- LADEN STORM WATER `I :.`: _ ` �`" . ..... . .%"%'::: •::::! " "°PLAN SECTION INTO ASEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO SLOPES - '=-_____ `* ; �55;•""^•�;'
CLEARING AND GRUBBING OF THE AREA (OR M CONJUNCTION 2 INCH OVERLAP
WITHTHIS OPERATION IF '5EDIMENT COMROLS AND DIVERSIONS ^w?''-••; 1 % •'="''~ OF .MITE STRIPS
OUTLET BD LG W DEPTH RIPRAP AREINSTALLED IS EACH CRITICAL POINT IS REACHED). ;;:%5 1'.{ffSf5fff55• „ .55 '!,
Fr. IN. cLasslFlcanoN 0R 1 "A /" WHERE TWO aR
N0. (N. FT.) 36" MIN 4L C. OVERLAP - BURY UPPER END OF �"` • j5 h;,,.w !!% •�
r �� LOWER STRIP AS IN aA" ANo a T�1 r','�••..,"�+ ;%'T ":•�,,,.w+"°� MORE STRIP WIDTHS ARE
b, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY _ 1 OVERLAP END OF TOP STRIP 1�1 -_ _ ____ _ _ "v ,¢;;j „•j„„Q ; '•,j'/; ;j ;; jyj %';'; yA•� ARE REQUIRED. STAPLES
W
M3-SB7 24 21 23 - 24 CLASS 1 CONSTRUCTION OPERATIONS. _ \ ___ --_ - - " " I'••'''%fj .'.5.
AND STAPLE. ___-_ ___ ..K ,✓^ ON 9' TO 4' [BITERS.
M3-$132 18 12 6.5 16 CLASS 1 -- - -i
e. DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE - a
M3-SB3 24 11.5 135 11 CLASS 1 - /,
M4-S9 24 11 23.5 32 CLASS 1 IZZIZ III I I'll
IN PLACED OVER 30 DAYS. Hi R
M4-SB2 24 18 19.5 19 CLASS 1 d, CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK DITCH - TAMPED BACKF `•"•..yX %%'sel's%i?£§ ('si%%% r PLACE 5TAPLE5
M5-$81 24 21 23 22 CLASS 1 REPAIR AS NECESSARY. ^+,, %%;;;%%/;;%;%%%•%% "%% ,,,_.
- "'a ;i; ✓r 4 TO 10 FEET
M5-SB2 24 11 12.5 14 CLASS 1 3K' MIN __ ___ _ Sss'r:s;;;{g;' APART.
M6-SB7 24 19 21 24 CLASS 1 ...,.,, TYPICAL STAPLES
12" MIN Imo- `� FLOW - v
HRt 36 20 23 16 CLASS 1 \ D. EROSION I STOP - FOLD OF JUtE L NO PO GAUGE WIRE
HR2 1B 9.5 11 9 CLASS 1 - BURIED IN SILT TRENCH AND
- TAMPED, DOUBLE ROW OF
HR3 18 9.5 11 9 CLASS 1
DOUBLE RO SAMPLES.
HR4 18 21. 11 9 CLASS 1 OF 5TAFL
- - 6� �lo
HR5 42 21.s 25 19 class 1 NOTE,. G,,,g� �NEREQ�IN1�AsuBIA,TRDFRLITRF,.,�„D TEMPORARY DIVERSION
HR6 24 11.5 13.5 11 CLASS 1 ORA VICK BIDDING OFFE-2FLTw51DNE BERM DITCH I DETAIL FOR STABILIZING WATERWAYS WITH JUTE NETTING
IF
18 915 11 9 CLASS 1 BERM/ DITCH NOT TO SOALF
OUTLET PROTECTION DETAIL NOT TO SCALE
1.5" rYP,_j
NOT TO SCALE F 1
4^>d{CA.R ,fO SCALE SHEET NO.
° '4 DESIGN® TJW Triangle Brick Company DATEI 5/23/00 HORIZONTAL:
#MqMVj&(7REM EROSION CONTROL66AL MDMerry Oaks Mine #1
24642 = MCE PROJ. #07570014 AS SHOWN 11
y ; P.E WETCED rJw ENGINEERS PLANNERS•SURVEYORS DETAILS VERTICAL:
T PEMS8I PBT LAND WAUTY DMIMENIS y O Rq.01W ' `�c" WILMNGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA Renewal DWG FILE #
rR.vRD. EEwRPnmTs DME '� �jqN P, P,o`� ID R LATE PRO . ENG TJw SMITHFIET.D,'NORTH CAROLINA S OF: 12

I
SEEDING SCHEDULE FOR
STABILIZATION GRASS LEVEL PORTI
CREST AND CONTROL SECTION � I
DATE TYPE PLANTING RATE
w - - ------
' -� �. � .
MAR. 16 - MAY 15 PERRENNIAL SEED MIX I° LBS/ACRE FLOW " M W • .-....,......u.. 157 WASTED BIOME .... -It CLASS B RP-RM
N.G. WILDLIFE RESCOURCES COMMISSION . 1 : -- _
MAR. I - JUNE I SERICEA LESPEDEZA (SCARIFIED) SO LBS/ACRE
MAR. I - APR. 15 ADD TALL FESCUE OR 120 LOS/ACRE
MAR. I - JUNE S0 ADD WEEPING LOVEGRASS OR 10 LBS/ACRE � , r . • �: t� FlLTER
MAR. I - JUNE 30 ADD HULLED COMMON BERMUDAGRA55 25 LBS/ACRE ' �-•- I EXIT SECTOR FASRIO
J'NNE I - SEPT. 1 ***TALL FESCUE AND 120 LBS(ACRE BERM-
**BROWNTOP MILLET OR S5 UWACRE
"*SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE APPROACH
SEPT. I - MAR. I SERICEA LESPEDEZA (UNHULLED - UNSCARIFUBD)EIS/ACRE CHANNEL NOTE:
AND TALL FESCUE 120 LBS/ACRE
NOV. I - MAR. I AND ABRUZZI RYE 25 LB5/ACRE NEITHER THE LOCATION NOR SECTION B - B
i ALIGNMENT OF THE CONTROL
SECTION HA5 TO COINCIDE
SEEDING SCHEDULE FOR EMBANKMEN I WITH THE CENTERLINE OF
18"(MIN)
SHOULDERS, THE DAM.
SIDE DITCHES, SLOPES (MAX. 3:1) NATURAL SPILLWAY LENGIH
GROUND
DATE I .�.....,,,,. ,
TYPE PLANTING RATE
AUG. 15 - NOV. I TALL FESCUE 500 LOWACRE "f 4 (MA%)
NOV. I - MAR. I TALL FESCUE SW LOWACRE - F TERBRIC 1
MAR. I - APR. I6 TALL FE5CIE RYE 325 LBS/ACRE PLAN
(M�x)
1. APR. I5 - JUN% so HULLED COMMON MRM OAGFA55 25 LBS/ACRIE
JUL. I - AUG. 15 TALL FESCUE AND 12D LSS/ACRE
** BROWNTOP MILLET 35 LOVACRE
** OR SORGHUM - SUDAN HTBRID5 30 LBS/ACRE WATER SURFAG X - LENGTH OF
CONTROL CHANNEL
SLOPES (3:1 TO 1.5.1) STAGE (HP) SECTION MERGENCY SPILLWAY WION
MAR. I - JUN. I SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE EXIT SECTOR SECTION A - A
(MAR. I - APR. 15) ADD TALL FESCUE 120 LBS/ACRE L YEL
(MAR. 1 - JUN. 30) OR ADD WEEPING LCVMZWA55 10 LBS/ACREOR(MAR I - JUN. 90) OR ADD 14JI I ED COMMON BERMUDAGRA55 25 LOWACRE APPROACH GREATER M'.. ,74 A
JUN. I - SEA. I *t" TALL FESCUE AND 120 LBS/ACRE "' CHANNEL 5 III
*** BROWNTOP MILLET 36 LEWACRE L--
*"* OR SORGHUM - SUDAN HYBRIDS 30 iS5/ACRE PROFILE ALONG CENTERLINE
SEP. I - MAR. 1 SERICEA LE5PEDEZA (UNHULLED - UNSCARIFIED) 70 LBS/ACRIE
AND TALL FESCUE 120 L05/ACRE
NOV. I - MAR. I ADD ABRUZZI RYE 25 LBS/ACRE - #57 WASHED STONE CLASS B RIP-RAP
SEEDING SCHEDULE FOR HP
REVEGETATION BENEFICIAL TO WILDLIFE (MINING AREA) B B
DATE TYPE PLANTING RATE "
W L� FLOW _ 3:1
n
FEB. I - APR. I KOBE LESPEDEZA 20-40 LSS/ACRE
FEB. 1 - APR. 16 ORCHARD GRASS 15-25 LBS/ACRE
MAR. - APR. SHRUB LIMPEDEZA ib LBS/ACRE GROSS SECTION AT CONTROL SECTION
MAR. - APR. SWITCNGRASS 6-8 LOWACRE
APR. - MAY BAHIA GRASS 25-35 LSS/ACRE
APR. 16 - JUN. 15 LOVEGRASS 4-5 LBS/ACRE EXCAVATED EMERGENCY SPILLWAY DETAIL -f
i4
CONSULT CONSERVATION ENGINEER, SOIL CONSERVATION SERVICE OR WILDLIFE BIOLOGIST FOR ADOITIONAL NOT TO SCALE
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS, THE ABOVE VEutt- - I
TATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING COM®INATIONS AND _
5EEDING RATES ARE POSSIBLE.
*DO NOTEMPORARY
ALLOW TEMPORARY COVEACCORDING
ITO GROW OVER t2 TIN MIGFASON HTT BEFORE MO INGIOWERRNISEE IREP PERMANENT VEGETATION, d PLAN
FESCUE MAY BE SHADED OUT. Grading Notes
1 *** DO NOT USE SERCEA LESPEOETA OR SEDIMENT BASIN IN
S OR SED)MR TRAPS, 1. Initiate erosion control Sequence before beginningr A
clearing and grading operations.
2, Grath areas to be cleared Of all v NOTE, PROVIDE GROUND COVER FOR EACH TRAP
Grading egetQtlOn. Protect
vegetation beyond grading limits. PER SEEDING SCHEDLE ON SHEET 12
Seedbed Preparation 3• Strip topsoil to full depth in areas to be graded and
stockpile. TYPICAL TEMPORARY SEDIMENT TRAP
I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE. 4. Compact all fill areas to 95% of maximum density.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. NOT TO SCALE
3. REMOVE
gALL
OLOyOSSEE ROCK,
pROOI'JT15,FpAND OTHER OBSTRUCTIONS LEAVING SURFACE
4. APPLY AGRICULTURAL UME,NFERT�LIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX 5 with no banks
greadterr tha1531 slopes
lop s, shalt be graded
WITH BOL (SEE BELOW*).
S. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED 6. All areas are t0 be graded so that no areas of
IS PREPARED 4 TO 6 INCHES DEEP. Standing water OCCUr.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
7. MULC IMMEDIATELY AFTERAq FTER SEEDING ANCHOR MULCH, 7. Proposed spot elevations are shown at finished -
8, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS.WITHIN grade.
THE PLANTING SEASON, If: POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED
REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. STRUCTURE EMERGENCY SPILLWAY EMERGENCY SPILLWAY MAX. WATER SURFACE
q. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION 5. Operator shalt field verify existing topography in ID. ELEVATION LENGTH (FEM ELEV. (FEET)
AFTER PEF41ANENT COVER IS ESTABLISHED. _ relation to the proposed grades to ensure drainage
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS in the directions indicated on .the plan. M3-T81 232.0 10.0 232.56
FERTILIZER - I000 LBS/ACRE ((10-10-10) M4-TBi 235.0 1D.0 235.56
SUPERPHOSPHATE - 500 LBS/ACRE (20%) M4-T82 226.5 1 0 235.90
MULCH - 2 TONS/ACRE (SHALL GRAIN STRAW) q. On site benchmark to be provided by engineer.
ANCHOR - ASPHALT EMULSION AT A50 GAL./ACRE M5-TB1 242.5 BA
243.14
MG-TB1 221.0 20.0 22121.5555
Construction Sequence MS-T62 2265 8.0 227.12
I) STAIN GRADING PERMIT,
R-T61 2255 8.0 226.04
EXISTING SLOPE HEIGHT AND WIDTH DETERMINED B R-TB2 245 0.Y R-T63 2545 10.0 255.31 2373 '1 T Rq EXISTING TOPOGRAPHY AND
2) SCIDTEM1Rpp4NG1TB IIN5091�TS•TFENGEEE, M D�VAERs10N VEL CONSTRUCTION PAD, VARIES SEDIMENT STORAGE REQUIRED. - R-TB4 228.5 DO 226.78
DITCHES AND ALL OTHER TEt'IPORARY MFASUREL9 ABBE 17HEo �' KEY RIP RAP INTO THE DAM R-T85 242.5 6.0 242.74
APPROVED PLAN. TEMPORARY MFA9URE5 SSHHAA AANN
INSPECTED BY LAND QUALITY SECTION (STATE) FOR COMPLIANCE FOR STABILIZATION.
PRIOR TO ANY LAND DISTURBING ACTIVITY. 1/2' - 1' ;,r: #1 RIP RAP
53.;:TX:.. ..: -:;:::::: ..
r:>::f::;'yi; KEYED RIP RAP
3) OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION A F .
°'a .. 1/2'-i' NOTE PROWDE GROUND CM FOR EACH
BY ENVIRONMENTAL INSPECTOR. �:`•.-':�`:'`;';:..�':"'" �T.`�, �y � BASIN PER BEEONC SCIE:WLE ON SHEET 72
4) PROCEED WITH GRADING. ZS WASHED STONE
5 MAIN�gIN DIV�RS�p51 A 'TppS OP FILL S�ppES A5 CONS7RUCT�pN �� 5 WASHED STONE _
PROCEEDS. CLEAN 5 DI ENT BASIN5 ONCE SEDIMENT LEVEL REACHES / :' +� iMA% >
HALF CAPACITY. FRONT VIEW t
6) SEED AND MULCH DENUDED AREAS WITHIN THIRTY (15) DAYS AFTER EXISTING SLOPE TEMPORARY' SEDIMENT TRAP SCHEDULE
FINISHED GRADES ARE ESTABLISHED. ROCK CHECK DAM \ \ / • ' I I NOT TO SCALE
7) MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT VARIES
GROUND COVER 15 ESTABLISHED. NOT TO SCALE !�
8) REQUEST FINAL APPROVAL BY ENVIRONMENTAL INSPECTOR. SIDE VIEW
q) ART M E SOL. EROSION CONTROL MEASURES AND STABILIZE THESE
Triangle Brick Company DATE: 5/23/00 SCALE SHEET NO.
�O4E ,*O!° ppg16Ne0 TJW /"'� r1 v HORIZONTAL:
SEAL = MQ Merry Oaks .Miner✓#1 J EROSION CONTROL � _ -
24642' : pt: CHECKED TJW ENGINEERS. PLANNERS*SURVEYORS ` DETAILS MCE ROJ. #07570014 VERTICAL* 12
t Rntar. reR UNn wum a Rlu a Nu WLMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA DWG FILE #
D 'BAN 0.'KtVIh1UNh .*",6'I' ,`R 0 1 �__ etre pwa. ENG. TJW SMITHFIELD, NORTH CAROLINA RCneW al
OF: 72
i ..

T I A N G K C,
Cn�� 141PANY
1\
- v -Tr� P.LLANT
-En' -L �' Y OAKS
SITIP 2
CHATHAM
COUNTY
NC
9
DECEMIBER' 1989
191 j p LS h � 0 1`t 25 11
UJul
�I
011
r
INDEX
„a
- SITE �1 � COVER SHEET & LOCATION MAP - - - - - - - - - X- 1
� 1
MINING PLAN - - - - - - - - - - - - - - - - - - - - M- 1 & M- 2
INITIAL RECLAMATION PLAN - - - - - - - - - - -R- 1 & R- 2
: IS EROSION CONTROL PLAN - - - - - - - - - - -EC - 1 & EC - 2
reie 0
LANDSCAPE PLAN- - - - - - - - - - - - - - - — — ' '�
Irsi/ GENERAL DET C - - - - - - - - - - - - — 1 & D - 2
LOCATION MAP
AHPROXIMATE SCALE I"= 200d
MR0000
+^°ay
e�en
s OS�H�AROi 7�*0,ee
�4533 iw
��•/d- �6 199a
RAGSDALE CONSULTANTS , P . A _
P 0. Box 1749 P. 0. Box 760
310 East Johnston Street 4601 Lake Boone Trail 1210 Main Street
.,Smithfield, North Carolina 27577 Raleigh; North Carolina 27607 Lillington, North Carolina 27546
CO COPYRIGHT
RAGSDALE CONSULTANTS, P. A. 1990

4r
RIV U
U.S. STEEL CARNIGE PENSION FUND R I'S '
U.S. STEEL CARNIGE PENSION FUND
DENSE TREE
2 0
am Miima
oMommmemim
RUBY SC OTT
O 2p�
O �� w
O
O
/ J s 229. Q O IN AL 10 CRE M WING AREA ; O
R(YI
p0 A'O \1 • G \�
N
O OcD 0
O E.
O + 244,
+ 212.6 .m. � �."N.�.
. O 12
�.�.�. . 220 O 2
. �.
N
am
Ems mMa
I r
DENSE TREES I
DENSE TREES
NANCY W. CROCKER DENSE TREES
RAY JACK TILLEY
I 0
FEDERAL PAPER BOARD COMPANY
Q
r
DENSE TREES \ O
\ I + 24 . I
2. (
O
f �
U l0
z �40
i
DENSE TREES
I
o; y 30
M.: Ems ... NMI M.M M.M.. m�mM t..m..
F
y
k:. DENSE TREES
O
0 _
N
I 20
1 O
� 80
F,
d I SMNN004141 DRAINAGE BASIN BOUNDARY
' 1<t///A MINING AREA BOUNDARY"
t:
+3M�3 BUFFER ZONE
0
W _ _ DENSE TREES
V^, W E 1989500 E 1990000 E 1990500 E 199J000 E 1991500 E I 20 O E 2
E 9.
z A
NOTICE TO CONSUMER .
2
LEGEND
ALL AREAS HAVING DASHED CONTOURS OR 100 50 O 100 200 300 400
44
PAVED ROAD - — STREAM OR SHORE LINE DESIGNATED DENSE TREES SHOULD BE FIELD
UNPAVED ROAD TREE LINE
TRAIL O O SINGLE TREES CHECKED PRIOR TO ANY PLANNING OR CONSTRUCTION. SCALE " =100'
0 BUILDING • 130 INDEX CONTOUR
FENCE INTERMEDIATE CONTOUR MRS. UNA ONES SITE Z
J
® POWER POLE DEPRESSION CONTOUR f+l ,_ . �aeam f SCnLF 1 ' = )00,
D
0 LOCATED OBJECT APPROXIMATE CONTOUR LOCATION NO AIF Dy r. tNellR N. LagrE DEC. 89 TRIANGLE BRICK COMPANY
CULVERT DUE TO GROUND COVER _
® POWER LINE TOYER
RAILROAD + 143.6 SPOT ELEVATION _ - _ __.... RAGSDALE CONSULTANTS, PA. ����0£ssl(j��l4` IIAOW B` SFM LM mml
r+ _L SWAMP I n _ _ S l
�y SKI a RLM MERRY OAK'S PLANT
s , ENGINEERS . LANDSCAPE ARCHITECTS h SURVEYORS SEAL � p
, .. F R" R
]4533
COPYRIGHT SE0036001
'. F FhC(NEEQ •a
MINING PLAN
` ROAGSDALE CONSULTANTS, P. A. 1990_ .— /� A{'••••^"'g'+,g'

Il H. B. HORNER , H, B. B VIRGINIA M. HORNER '
r I _
'. MRS. J. L. REYNOLDS
U.S. STEEL CARNIGE PENSION FUND
1 ti O ' _ _ \ _o
• _
— — —_
�•�..
, . �\ a �iIL.I-.-.-, . ..III .- ..- -
M
4o� jf
, a o
IN I -ACR EAIf
a°. o o
O
M 30 "A{1 O�
qD 8.5 8
l� o
/ m
IMF
+ 257.3 P
i� If, Ia
" a �_ a SEC Y -ACRE
i � �,Not. 1 G EA 257,5
� � r
I _ a
{1 60
3 a S ON l 10-AGrt I REA _ {' /1{ X"INII — 50
, + 2 4.3 0 _ a ( PS 1
o - O { r
� ' / /261.�
i /
_ . 244.7
///', 253.4 a \
+ 261.2
o ao \i N 26 ro
0 0 0 a a o \ 2 0 \
� + 24
Lit
I iFk'
O
\lV
FEDERAL PAPER BOARD COMPANY \\
\ o 0
O
1{I{ // i{'{ { �. 2s2 7 �G 8
0
r
of z
10
fl O {1 00 ���/// SAMMIE D. 8 VIOA L.
/
�' 30 ' • / ALL EN
'' 0 0 1 • \240
Iowa {'{ ,
GER NE B. COOR\
LEGEND -
{/{ ♦ E D HEIRS __
TREES
PAVED ROAD STREAM OR SHORE LINE
-• - /1 , + 255• l/lnl+++N•1 \ UNPAVED ROAD TREE LINE
TRAIL 0 BUILDING �130 O INDEXSINGL CONTOUR
3,
{� t O -x--If FENCE INTERMEDIATE CONTOUR
+ 40 ® POWER POLE —DEPRESSION CONTOUR
0 ioff `? O LOCATED OBJECT APPROXIMATE CONTOUR LOCATION p
JJ�� vI ® CULVERT
LINE TOWER DUE TO GROUND COVER i0J
TJ 2 2 , RAILROAD +143.6 SPOT� SWAMPELEVATION
VV J D
a O 1 4{ + 24 .� 90
O_ \ �� �+( �'\ N�N.0 DRAINAGE BASIN BOUNDARY
GOP iiiil MINING AREA BOUNDARY
C' ' ___ f•�'I �OPR`J —.—.at BUFFER LONE
AV
` Al f.�' ® cyP p NOTICE TO CONSUMER
0
100 50 0 100 200 300 400
If ALL AREAS HAVING DASHED CONTOURS OR
3 • �• + .8 SCALE II' =100' DESIGNATED DENSE TREES SHOULD BE FIELD
o
a , 30 CHECKED PRIOR TO ANY PLANNING OR CONSTRUCTION.
a
00 2.3 24
O o •, 2 �; C too too
ok 0 too
I
0 FRANK B DOLLY J rc S
OD
0 a E 2 E 9300 9 LICEJO ME RT E 1994000 E 1995000
z
ZA E 1994500 E 1995500
MR P ARLINE JONE
`\ JAM ESA. GOODWI\ SITE 2
• AllAMR lMg
END \ �
nRAWIN�NO
H() on Te tpv �evlslrlti 0p �h�;= .>n E DEC B9 TRIANGLE BRICK COMPANY
RAGSDALE CONSULTANTS, P•A. SFM ,
RAY JACK TILLEY MRS. UNA JONES ,oFSEAL 4 _
__ __ �_ M
f C F, H1, v. RLM MERRY OAKS PLANT
ENGINEERS LANDSCAPE ARCHITECTS 6 SURVEYORS 1431 n��1=vl l�el , e + RLM
I1 1 III , ' PFi() IECT NI)
C ,",I,,,. II II,� Alr, l . - �, ' 1;,,� •n SE0036001
, Rr , ,s7=; MINING PLAN
` RAGSDALE CONSULTANTS, P. A . 7990_ .,�,i�"°�1°iK Z-So OF

Oj
O
rya
Z\ ti L
DENSE TREE
d
O
.—.—'—. • .�.—.—.—.—. O O
20 21 .. y
208.7�
0
O 16.4 z / 0 O�
229.4 . 229. 1
NS S4E �� O
229.
/ � O '
O
00 ( 20 O 00 ,�� O z3 �\ O
244.3
O a
ti° I O CAO O
�WzO
l -r-•-• �-� •- �. .- -. O I
212.6 •—• — —.—.—. Mam ME
. air—.—.—• . 220 2
� \J 3 I
m O
z
DENSE TREES
j;
DENSE TREES
DENSE TREES 6
O8
� O O
DENSE TREES \ O
2 . I
O �
2. i
o
o
0
m
m
z O O
i
40
DENSE TREES
30
O
DENSE TREES �aW
o
N
m
mD 2 22
z io O O
O
20
� � 3
I O
O
230
0
0
w DENSE TREES _
m E . 9
gggg E 1991500
mf• �nl•Sp�RAINAGE BASIN BOUNDARY E 1990000 24
• E 1990500 E 1991000 E 19 0 O E I 2
z �r—.—. .—.—. .—�—•—�—�—�— .—.
en•i� MINING AREA BOUNDARY NOTICE TO CONSUMER
LEGEND i.—•— BUFFER ZONE 100 50 0 100 200 300 400
ALL AREAS HAVING DASHED CONTOURS OR
PAVED ROAD STREAM OR SHORE LINE DESIGNATED DENSE TREES SHOULD BE FIELD
-- UNPAVED ROAD �TREE LINE
— TRAIL O O SINGLE TREES CHECKED PRIOR TO ANY PLANNING OR CONSTRUCTION. SCALE " = 100'
� BUILDING �130� INDEX CONTOUR
SITE 2
FENCE INTERMEDIATE CONTOUR
® POWER POLE DEPRESSION CONTOUR _ Tfev. SCALE I = IOO _ � '/.W�Nf1 Nil
0 LOCATED OBJECT APPROXIMATE CONTOUR LOCATION Nrl ��ATE aY _ ,E TRIANGLE BRICK COMPANY
^ CULVERT 'IThDUE TO GROUND COVER - - �F� (j�am DATE DEC._ 89
® POWER LINE TOWER _ r— �P "`•••••`•••�+
193.6 SPOT ELEVATION 2 _ .. . - - RAGSDALE CONSULTANTS P.A.
_ - - r �':iESS)Q 'I' `�', DRAWN ev SFM
ENGINEERS. LANDSCAPE ARCHITECTS & SURVEYORS neo ti�F T A =RovEoavRRMM MERRY OAKS PLANT Rm�
RAILROAD' _ SWAMP
— SE4L m
F ) FI JX T 7,19 F fJ HOX /6("] 1G53S - �.,' T PROJECT NO
© CDGV HI4MT _ `' 9• A •.. CINC C
TRALL 0 MA"N rREET ?'OO:,.Fry + �M1- ITF„N T"" sTReP , LAKE ITTONF INITIAL RECLAMATION PLAN
RAGSDALE CONSULTANTS, P.A. 1990 _ _ _ rNiT.rt iFLo. u.� z �s >> Rni Eie� � rvc a�Em uil L,� roN. Nc; 2 >s�F; 9� SEO0360� �
Z"9m I�c
a•sm•rlcsn blusorinf of eolumbi•

MEMO---
DENSE TREES
mq��;N'IN, -,I
IN z INN �4'
_N1 ""N-N
11FPI(T'Ni ,N,
14, 1
INN' I-
N'N
0
In �N' -1 1"1
ME
"Nz...
N,
IN
IN,
',NI
NNN'
XII 'n" K­ WIN Na ? �12i
I
v INI
ON or",
Apt-,
'N�7t N wgpt
"INN,
IN�I �111�
-IN It
IN_
-INI .... 11
I
FRI
IN ­N_ 5
�Ilw 1 11 P,
I IN. I, I
IN
N't t
I I I
0 0 `NZ Ir � IN "�N ... z N...I N�
N'N' I I
N,
IN
N...... ­1 IN I I AN, 1,
r�v��
NN� N,' " I It 'e,' �IIN`I 4
.... ... ...:�"" �." AIN I" I IN,
I -"INNP' 1 1, __1' N�
11111,11N I'll. IN IN, SIN I-
IN, 1-NN IN,I N
IN
4'N "IN -_'N'
t, IN I
1,4 1 W.,
'-s
5r. 'IN
' IN
N'N"'
It"I
K� IN,
­ INK IN-N. N
% �q"
11 010' 1
SINN N,
I IN
IN.
X
IN
-k KK
IN RUN
I'N" N, �� 1_��
Oi� M'R Q,
j�
-NNN
�N
1. 1 - %g 1 17-1 01`z �q' NN';'
4�; IN I I
IN, INI I I IINI1.11
IN IN
I
N,. 1
'qwv�
IN I I "Ak
IN
14,
IN NI "Nv IN IN
N1111 Ok
ItI
v_ 1
IN ,
V IN
11, IN
IN '; 7
k IN , I
I IN I
�' N­'III
N14 I f
Mile news
AN
IN 4
t$iI, 1�
777, 77"�' I 'r
I, NI IN,
I IA
1004'"'
IN IN,
I
AA,
tF
It
UNIT
DENSE TREES
DENSE TREES DENSE TREES
DENSE TREES
4 24 . 1
2.7
0
F%61%J
cl)
z
40
DENSE TREES
til �50
NI IN
Is
N
IN,
DENSE TREES
I
0 1
UP
D
�23
AREA TO BE PLANTING WITH LOBLOBBY PINES
TRAFIC SURFACES
SLOPE STABILIZATION GRASS TYPE A
LAWN BRASS TYPE 8
INITIAL MINING AREA
0
0 IN I 'N�
IN
DENSE TREES �N N� NI", n A� Jm"
t��...
E 1990500 %E 1991000 EJ9.
�4j A
R
w E 1989500 E 1990000 2
z 11, N_
F 1991500 1
II_v
NOTICE TO CONSUMER
Kz
........AT&I R,
LEGEND
100 50 0 100 200 300 400
ALL AREAS HAVING DASHED CONTOURS OR
PAVED ROAD -.- STREAM OR SHORE LIKE DESIGNATED DENSE TREES SHOULD BE FIELD
UNPAVED ROAD �TREE LINE
TRAIL 0 Q SINGLE TREES SCALE I" =100'
�130� IN05X CONTOUR
BUILDING C HECKED PRIOR TO ANY PLANNING OR CONSTRUCTION. SITE 2
FENCE INTERMEDIATE CONTOUR
POWER POLE DEPRESSION CONTOUR
IN
NIX
NO OA7E By REVISION SCALE 00,
0 LOCATED OBJECT APPROXIMATE CONTOUR LOCATION OATE DM 69 TRIANGLE BRICK COMPANY
I CULVERT DUE TO GROUND COVER 11 DALE CONSULTANTS, RA. OPAWN By SFM
19 POWER LINE TOWER RAGS
RAILROAD + 143.6 SPOT ELEVATION C"ECKE0 By REM
AL SWAMP MERRY OAKS PLANT
1 2 ENGINEERS, LANDSCAPE ARCHITECTS & SURVEYORS
APPROVEO BY PCE
I.I.W- 1 PO SOX 1749 PROJECT NO
-310 EN )O�NSTON STREE7 4601 LAKE BOONE TPAIL I -I I ! rN1 A r�4i LANDSCAPE PLAN
ANN
SMIT�FiELO NO 27577 RALE10H, NC P7F3D7 I 'N' TI
SE0036001
RAGSDALE CONSULTANTS , P. A . 19 90
mommmommmmmmoL� immimmimmi mummies
amtrican blueprint of columbia

000889N
OD91.89N 00OL99 N
009989N 000989N
,IN
IN
zo !p z
LO
OZI.I. Ow z
M71wo MIX III a
MIJOW 0
� Xwwwm � x w n� 0 W
wwoww 00 z
III m C)
WW zo � M6-- & x M. LU LO CY
a<
7)
co
0
U) z
IN Z
L z 0 < z
0
0 L) <
N, u In
0
z LLJ w CL j
Zf".IN 0 T W
ILI CL
Ln n/ N U)
IN M W
z
INN o w < w Ld
ff <
M t LJ.J (D CO C-) a.
Z oIIII
u LU
0
NIU_ W < 0 z > 04
< � Zw� > Wj 4
w 3c .1 C)
Kz OCDO < :1
III m IIII m �11 � 0 0 af
A I I I I I I I I I I Ln Ld 0-
<
IN
J z
Ld LLJ <
a z W
c CD IZ
, NT­,, z C) Z j
_NNI CD w
...J LIJ m <
NI < L)
NK:�14 Z i+
III NIIII
I
I
IN
lw I I IN,
IN I I. IN Il +
I
IIIj
L4 4
0
0
0
0
0 < IN Ld
0 U)
I`%�IN I- If
N,NI I
'�A
N: N ,N ,
IN :
ILI
IN I III I
VP
J�
4NN zle:
11 EL >-
�4II'En IIII'M >
IN,
NQn
�,a
&MIA
IN
NJ
N v,
N ND
<
LL
CL
IN <
IN, 771 LIJ Ln
I hl,i .FA,,ft Li
H i4 I
H
Ir
IN
ui C:
44
IN
LL
IN
1,IN
Z J
-L Z,
W
IN- 1
LL, IN
4,. 1
IN 4
-N�IzN
4 IN ,,, I
IN
IN
;I I I Nq,
I
IN
I.
f' IN 4
IN
IN
NIN
I IM,
I
I v
IN
IN I N%N;
IN
N,
IN; I
IN' -I - N_I�
IN NI%f - N%,
NZ
Z7
IN 7�
If'
ON N? IN-I IN I
NN _
V, NI,
L_IN
I ': .. ......fNINN, NIN,
IN
IN -,,,,LLLL
I/N
N ,eI
ME
A4 4e .1,
IN
IN,
LIN
'IN
IN I IN
IN
I, I IN'INI
IN
— — — — — IT
cl
<
Ln
z
<
Tn
z
IIIN,
<
NI

4w n
•a■ ■min \ __
me small
2 0 0
0\� 0
0
0 \ 2A O 0 e
0 i0 0
30 0 0 0 O Z ,P� 60
+ 2 4.3 _ r
�/ / . e So
�\ O 0 � O � /
0 I A 261 lip
ol
' <
2 I I 253.4
K
P9 r
m
1 tit r r + ti
\ U ✓'y s y Y
0 r
25 4
t
O � J
256. \\
' —— — 2.7 /1� 410000
0\
\ 25217fv All
g
/ r
All
' «
cif � g0 ♦
S ; • LEGEND
� �I � 3
001 + ZSS. PAVED ROAD STREAM OR SHORE LINE
�! ——— UNPAVED ROAD �TREE LINE
TRAIL 0`SO O BUILDING f30 O SINGLE TREES INDEX CONT
OUR
< x— FENCE INTERMEDIATE CONTOUR
G) POWER —DEPRESSION CONTOUR
O ` 4 d ' O LOCATED OOBJECT APPROXIMATE CONTOUR LOCATION O
22 / • ® POWERR LINE TOWER DUE TO GROUND COVER
RAILROAD +143.S SPOT ELEVATION t0
/ + 24 .b \ p0 i/I -4L SWAMP x
00000*0404141011 DRAINAGE BASIN BOUNDARY Z
° GOPS +� IMINING AREA BOUNDARY
■m•son•mem BUFFER ZONE 1
♦ _ '' � AO \0\ 5� 0
NOTICE TO CONSUMER
O 100 50 0 100 200 300 400
0 23 ' o �,7
ALL AREAS HAVING DASHED CONTOURS OR
�.� + °8 SCALE � I" =100' DESIGNATED DENSE TREES SHOULD BE FIELD
80 p -50 CHECKED PRIOR TO ANY PLANNING OR CONSTRUCTION.
O OO + 2.3
2
04
9p
V
' D
0
u
0 O E 2 E 930 9
2A E 1994000 E 1994500 E 1995000 J z
E 1995500
�. wannallogI SITE 2
6A 1 1" = 100•
RAGSDALE CONSULTANTS, P.A. TRIANGLE BRICK COMPANY
DEC 89
"� nw �e� SFM
,' KI :; R. RLM MERRY OAK'S PLANT
ENGINE
ERS , LANDSCAPE ARCHITECTS & SURVEYORS ; , uveuaY RAM
,) , llrj fit tts ,1 au(3, LCT NIL) I LAN
c -
2 _ E ,
— — „ I , N , � I,11 , b °.. �c1 E� :� INITIAL RECLAMATION P
RAGSDALE CONSULTANTS, P. A - 1990_ ;n„+ 1i 1 - 1Tn, e � , , C. .- ;c; 7 ^..I-- o� rv — ; � . -. � Np�gV e+e SE0036001
2 90

. o
0
DENSE TREE
� O
wl
21 i1i iiiii Also1 O
T'-_ TD
US \ + 208.7 0
RE
EA
22
0
m
zQ�16.4 ITV
+ 229.4 + 229. 1 30
Ns �4E o
229. 0 1
O
00
ROXIMAti O APPRUXIM
/ C4TIO ATIO - LOCA
20 1 EMF E AIM�N � Or ADIMENT
0
�0 SPI W `4 6 O O \ + 24 1.3
0 T M
2 211. � { -
1+ N IM Ur f3p, Is �i,
+ 232. ryM n° ', fir-�F _r Iti1G A rlv T-iaAr`1p�Wr.It c
own
IOrJ
r� af ram. CF-
o 0
`Z + 212.E .� r. .� �. .1�. �1...•�,. \ + 244.7
O �. .. .�.�. •Err.� = '��. r�r • T
r - �.� r. t r •w.f. a ii ii i/t �ii y I O
z T TA TST SPILL WAY O
't
DENSE TREES
DENSE TREES
DENSE TREES V"
NOTE: EXISTING TREE STUMPS & ROOT MATS SHALL BE LEE
UNDISTURBED IN ALL AREAS NOT BEING MINED. SEED ALL NOTE : TEMPYIFZARY SEDIMENT TRAF:ns UTST e O
TIMBERED AREAS WITH TYPE A GRASS 8 OTHER PLANTS FOI I
WILDLIFE HABITAT. TO BE INSTALLED PRIOR TO THE IW5TAl.LATI0Ij
-- OF 5EC>IM6NT BASIM. OfJCE 5H0IMENT 1W O
15 INSTALLED TEMPORARY SEDIMENT 7RAV.S ARE
To FSB F;EMovEp. �\ O O
DENSE; TREES
+ 24 .I
z
z
O
40
DENSE TREES
G 30 1i
0 DENSE TREES
0
uT
22 1
z20
O 23
a
zjD o
1
0
0
0
m DENSE TREES _
0 E 49*~#r DRAINAGE BASIN BOUNDARY E 1990000 z E 1990500 E 1991000 E 1991500 E 19 20 O E I 2 E 9.
MINING AREA BOUNDARY NOTICE TO CONSUMER 4
LEGEND BUFFER ZONES+s. ..�.�. •�r�r�r�..�r� +ems *�• .�.�r�. .�•�t�• • 2
ALL AREAS HAVING DASHED CONTOURS OR 100 50 0 100 200 300 400 _.
PAVED ROAD - STREAM OR SHORE L]NE
-- UNPAVED ROAD �TREE LINE DESIGNATED DENSE TREES SHOULD BE FIELD
— TRAIL p U SINGLE TREES
BUILDING �I30 SINGL CONTOUR CHECKED PRIOR TO ANY PLANNING OR CONSTRUCTION. SCALE r P' =100'
0
FENCE INTERMEDIATE CONTOUR
® POWER POLE y�� DEPRESSION CONTOUR SITE 2
O LOCATED OBJECT APPROXIMATE CONTOUR LOCATION NO DATE By PTEvisIDN ° gyp,` - TRIANGLE BRICK COMPANY ❑GAW1"G "".
0 CULVERT DUE TO GROUND T COVER _-- - ------ Tt\ '.�.r U{ SCALE. I 100• _
® POWER LINE TOWER 143.E SPOT ELEVATION 1 9/9/90 JDA PER NRCD RAGSDALE CONSULTANTS P.A. to rj DATE'. DEC 89
RAILROAD + � SWAMP Z q 21 o AcK PEE. WRCD _-- - --- • �Qt4SSIO2q, DRAWN By SFM
BY RLM_-_ r
' s r] T -- MERRY OAKS PLANT
ENGINEERS, LANDSCAPE ARCHITECTS & SURVEYORS APPROVEDHV RLM EC = l
© COPVRiGHr PD. BOX 1745 � ' O. BOX JED SC «� �0 PROJECT NO.
'I 310 f: JOHNSTON STREET 460 LAKE BOClNE- TPaAiL 1210 MIN STJt ET elm ('`pflA �'� ``� SE0036001 EROSION CONTROL PLAN
RAGSDALE CONSULTANTS , P.A. 19900 Snni I HFi ELD, N-C. 27577 GIAL FI EIG . NC 2 /60Z Lu w /:��6 iCTON, N.c � t
F�--�^�+,P' Z•9N OF
�,emericen blueprint of columbie

ST A
qx
_i +fir, �. . �.�.�.�. •�i.
TD
• r ^�O \ O - r�as•.�. YEA
O SED T
O SASIN C O O ITIAL 10-A E MINI G j R A TD EDIM T SIN
EMEK4EIdGY TT � 40 O TTOM EL 2 3.0 :B�
NO �O O
4>
Ilk
_ , .
s I�
.5 �� o
N _ g
I I, T ` / (� O NOTE: OUTFALL "A"CD c�
_ TO BE INSTALLED
O + 257.3 // P- P' PTR ICTION OF $EDI-
0 10-ACRE
S
L AT N 1 / MENT BASIN 4;'
O F SECO
- IM IN MI REA , / O L\STWErt1 CG TAC41Fu_.D
g FF + 257.5AC 00
SJ
Dq O I
4) MININ S
� I
50
- � V
i
� D
VV TO 0P T sT
zz I 244.7 �O
+ 261.2
` zoo
O ' `
`�11-LWAV P IFI BEAM O 24 .2
TO �� / - V - OtJT� L
O o EN
OD III BAs
OTE BARREL OF
258,7 \ SEDIMEN
` / 1�/If \ RAISER V
I� E UT UN ERR N
/ 00 0I/ \
I0 / •� , \ GRAVEL I GgP pp/ \ ENTRANC ON + 252 7 Q
00
kJOTE = SEPIM E,JT BSI h! G6 IS TO P.. - 40 A 1 / �.• ' S ' �� I �� z
1NSTALI PRloR TO ANY LAD p15T Jkr5 6 /
ACTTVITIB`J TAKE hLAC:e pl f"EF PPROXIMATE
serOowu4w\ Mla,lllv;:, AKFA . E:E. T1aE 50071M IJT / I'
_. COI.I.ST�LiGTkOi.l SEQUEh1GE DF`AWII.IC, D-1 ��
4 `�'L5 . I /III + 256.0
r
N g I
4
4
LLWA
w + 250.9 / `k
� Iil � •• - � T
LEGEND
� 2
I� gY. ry,�� • 3
II/IIII ` a 25 Off' BP ' A PAVED ROAD " .— STREAM OR SHORE LINE
_ --= UNPAVED ROAD �TREE LINE
TRAIL 0 0 SINGLE TREES
BUILDING
+ �1J✓ �V K O FENCE '��130�� INDEXCONTOUR NTTERMEDIATTE CONTOUR
POWER POLE
�.--�+-- APPRESMOMOXIMAT CONTOUR
_ L Y "-�- O LOCATED OBJECT APPROXIMATE CONTOUR LOCATION p
® CULVERT DUE TO GROUND COVER �pO
sEE _i 2 POWER LINE TOWER 1436 SPOT ELEVATION OU 0
22D A _ �� '---"- RAILROAD SWAMP CO
40 \ CO
Q O E' XIS ING REE S MPS 8 R00 A A B EF� �I I + 24 °b
N IST RB IN LL A EpS NOT BEING D. DAL • N� u����.p.�F DRAINAGE BASIN BOUNDARY
I ER D A EAS ITH YPE 8 OT PLANT F O O / , � �
WIL LIF HA ITA O , �
GOP' i�rii INING AREA BOUNDARY
.� Ei0 '�• •�•� UFFER ZONE
Al
i_ ♦ 0 O
o ° , �•� NOTICE TO CONSUMER
O • 100 50 0 100 200 300 400
8 23 2 6 ��
ALL AREAS HAVING DASHED CONTOURS OR
,.40 � + °B SCALE I" =100' DESIGNATED DENSE TREES SHOULD BE FIELD
O /1� 2'_�0 CHECKED PRIOR TO ANY PLANNING OR CONSTRUCTION.
Op ( + 2.3 2q0
0 O 2 •� NOTE : TEMPORARY SEDIMENT TRAPS 11 TST-A"
•� TO e0E INSTALLEp PRIOR TO THE INSTALLATIO
O •I OF TWEr SEPIMEtJT BASIIJ- OIJCE SEDIMENT IN
.� IS 11JSTALLEV TEMPORARY 5E'DI1AEtJT TRAF5 ARE
� •� TO 8E REMOVev.
0 a E 2 E 9300 93*Ve• E 1994000
2A E 1994500 E 1995000 E 1995500 z
'!. T .INININNI NMI
,_, MIMIMNM
, \ SITE 2
caEvidiON °aI SaE Per ,,r ,.., I" = 100' ow,Awlr�e; tie_I
4/9/9/0� JOA PERNRCU _ _-" -_-- - ---� RAGSDALE CONSULTANTS, P.A. ' ,� �� DEc S9 TRIANGLE BRICK COMPANY
2 9/1r N1 ALK PER T.IRGL7 - —_ 1 -_ usagwr.i ev SFM
-- -- "E KF� RAM MERRY OAK'S PLANT EC=2
ENGINEERS LANDSCAPE ARCHITECTS & SURVEYORS F A�°i°ciclvLow .REM
� INl ,I TlJ ,5cT) RFI 4t3f AKE r TRAI ,. k f1_.I
TNT Ti /JI3
RAGSDALE CONSULTANTS , P. A. 1990 LF_ � N , ro 7 i . w ro7)NI u I SE003600 EROSION (i'QNTROL, PLAN
nF
. ..°°... .., nee...°..r .., ..e....w�.

to
�� �� No Welluelined Area-
TYPICAi- STO �I � No Well-defined Channel �aeeld°a"y°1jr".Per M
Level Portion _1�P�,�' Crest and Control Section 17j
�TS. lilt , ' �dl; l. .� ••��_��� V� Jr
11i 'II . its IIIT a I "i . I 'rn � 3dpro
0 A -'_ - A
L = The distanC'e such that points _ _ _ _ Flaw N a
A and B are of equal elevation - -- t dir
� :v V
�0
.
A B !^ Berm �t Sector
L -r Plan
Approach GENERAL NOTES SEEDBED PREPARATION
channel I Note: Neither the location nor
alignment of the control section La t. Contractor may elect l substitute balled and lurlapped plants 1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil
- o Embankment has to coincide with the centerline - for container-grown lams. conditions, if available
t of the dam. P P P CO Wflint
_ 2, All plant matenal shall be nursery-grown unless otherwise 2. Ri the entire area to 6 inches de th.'- specified. 3. Remove all loose rock, roots, and other obstructions leaving surface QSpace chickdamslnadiaimelm dintRleaMstof dannnsDeain tlmhia NeleVatlon of the woof upstmamdam. .a 1 -
3. In all cases, quantity on planting plans well take priority reasonably smooth and uniform.
�Fiiter over quantity on plant list. 4. Apply agricultural lime, fertilizer, and superphosphate uniformly and mix �T i -
Section AA Notes 4. Contractor shall be responsible for determining the location of all with soil (see below*). L.L W ' z
A blanket
min underground utilities and structures and shall protect them 5. Continue tillage untilawell-pulverized, firm, reasonably uniform seedbed =' ? z
Plan 1. La is the length of the riprap from damage. is prepared 4 to 6 inches deep. ((� Q x f
apron. 5. Contractor must contact engineer prior to placement of plant 6. Seed on a fresh) prepared seedbed and cover seed lightly with seedinguJ
Pipe Outlet to hell-defined g P P P y P g y l�
2� � Channel 2. d = 1.5 times the maximum material if field adjustment is required. All plans locations are equipment or cultipack after seeding. (- ]
stone diameter but not less subject to field adjustment by engineer. 7. Mulch immediately after seeding and anchor mulch. -
_ than 61. 8. Inspect all seeded areas and make necessary repairs or reseedings within z L6
the planting season, if possible. If stand should be over 60% damaged
Water surface 3. In a well-defined channel ex- CONSTRUCTION SEQUENCE FOR SITE 2 - reestablish following original lime, fertilizer and seeding rates.
A ----�` .Control tend the apron up channel - 9. Consult Conservation Ins ector on maintenance treatment and fertilization ~
P J Li
stage(Hp) section VPlan
banks to an elevation of 6' after permanent cover is establishedabove the maximum tailwater PHASE I CONSTRUCT ENTRANCE ROAD AND PLANT AREA F
Cross A M1p2o(o 20' Exit sector depth or to the top of the bank, + Apply: Agricultural Limestone - 2 tons/acre or 3 tons/acre in clay soils
Erosion Control level or whichever is less. 1. Clear and grub area for the gravel construction pad on NCSR Fertilizer - 1000 Ibs/acre (10-10-10)Stone Approach �EED
a1�rl�earxichannel greater SL__ 4. Afilter blanket or filter fabric 1011 . Superphosphate - 500 Ibs/acre (20%)Should be installed between 2. Construct 200' x 50• x 8" gravel Construction pad. Mulch - 2 tons/acre (small grain straw) ,Profile along centerline the riprap and soil foundation. 3. Clear and grub access to and locations of temporary sediment Anchor - asphalt emulsion at 300 gal./acre z Q a
O 3 d
traps 1 and 2. W -
4 4. Construct temporary sediment traps 1 and 2.
section A-A
S 3 5. seed and mulch all slopes with appropriate seed mixture. ._- .. ( � - a
1 1 �mlr OUTLET PROTECTION 6. Clear and grub access to and locations of sediment basins 1 ,3 l.J < -
;111imml'i
PIPE DIAMETER SLOPE La AT STONE and 4. . n nINCHESIXlIFTI IIMI TYPE7. Construct sediment basins 1 3 and 4- T Z PE A Qw 8. Construct temporary diversions into sediment basins 1,3 and 4. SEEDING SCHEDULE FOR Q
Cross section at control section 1oRCP0_22lGtenNCDOT Ors g• Seed and mulch all temporary diversions and slopes with ap-1RIP•Rpp proprtate seed mixture. STABILIZATION GRASS
II A Ans 10. Clear and
T I grub remaining areas for the road.
Section AA - ; "' ,lit I NIF� it. Construct entrance road. DATE TYPE RATE C�
1 � 3' MAX I Excavated earth spillway - 12. Seed and mulch all slopes and disturbed areas. 'ram T
Filler 13. Clear and ruh rumainin arena for U J
2 2 blanket a s Plant area, railroad spur, and Mar 15 - May 15 Perrennial Seed Mix 10 Ibs/acre a z
emergency spillway parking and Inventory areas. Y W
N.C. Wildlife Resource
Rise' Pipe for principal OUTLET PROTF 14. Construct plant area, railroad spur, and parking and inventory U1 -�
CTIUN areas. Commission Q z
spillway , Mort - Jun 1 Sericea LeBepedeza (scarified) 50 Ibs/acre
rrash rack ! - 15. Seed and mulch all slopes and disturbed areas.
T _ Freeboard - View Mar 1 - Apr 15 Add Toll Fescue 120 Ibs acre ('�
TYPICAL DIVERSION TYPE A d h vlilt w A A PHASE II CONSTRUCT HAUL ROAD ( P ) / M z
L0,;ama a holes A r (Mar 1 - Jun 30) Or Add Weeping Lovegrass 10 Ibs/acre LL
RDE
g ( Embankment stabilized 5it Mar i - Jun 30 Or Add Hulled Common Bermuda rass 25 Ibs acre
N .S, Hgravel Ir ==p -I t - I 1. Clear and grub access to and locations of temporary sediment ( ) g /
NOTES' 1-USE TYPICAL UIVCRSON TYPE A AROUND EXPOSED MINING AREAS. II ID - - IIlT ( .Ul_I with vegetation I' ,-., min Y. traps 3 and 4. Jun 1 - Sep 1 w++ Toll Fescue and 12D Ibs/acre
2-STONE CHECK DAMS SHALL BE PLACED IN DIVERSION-SEE DETAIL - I = I 1 IIt .S It 2• Construct temporary sediment traps 3 and 4. +++ Browntop Millet 35 Ibs/acre
' THIS DWG. II 2.6:1 scope max v. taoD cu Nl acre A 3. Construct temporary diversions into temporary sediment trap +pis or Sorghum - Sudan Hybrids 30 Ibs/acre
3-UNLESS OTHER LINING NOTED CHANNEL SHALL BE CONVENTIONALLY Ann- (1=ff111 1:r Ami-seep D N.cn.o.T. s `Z1 2-r 5n locations 3 and a. Sep 1 - Mar 1 Sericea Lespedezo (unhulled - unscented) 70 Ibs/acre
SEEDED, MULCHED, AND TACKED. Rotation placedsfie dnt ,� WASHED STORE max 4. Seed and mulch all temporary diversions and slopes with ap- and Tall Fescue 120 Ibs/acre
block Placed in layers Principal collar
propriate seed mixture. (Nov 1 - Mar I) Add abruzzi Rye 25 Ibs/acre
and compacted Spillway Stabilized 5. Clear and grub haul road and dump station areas.
P P Y 2' de french, outlet 6. Construct haul road and dump station.
barrel 2. deep (use NCOOf �
BARREL
SEDIMENT Class A slams) Crass section I- A Filter fabric 7. Seed and mulch all slopes and disturbed areas.
"SEDIMENT RISER ENT BASIN OUTLET PROTEC CLASS-8
_BASIN DIAMETER DIAMETER H SEE DETAIL h HP W S S BL• BWWs EROSION CONTROL PHASE III STABILIZE SITE
INCHES INCHES STONE
1 24 15 FT FT FT t9AT MFT M DIMENSIONS La AT Design enda,• , EROSION CONTROL L
25 0.75 1.71 FT . (FT) min Overfill s^ 1. Seed and mulch Ell previously disturbed areas not addressed to
16 2.8 2.5 (FIT (FT, IOP for settlement
IN1 this point with appropriate seed mixture.
SEQUENCE
3 18 12 2 0.5 P50, 5 2.5 3Wx3LxID I-I- 2. Throughout project, maintain stabilization of all areas not CONSTRUCTION
4 I IS 4 10.5 )'p Ilu=On. u = 1 = - _
tin= Jtill
18 - 122 Ytsn -ITN=1111-12 5 0.5 0.83 8 ,
5 24 _ 3.3 --- 85 W _ currently beingmined and reseed areas where mining is complete. Obtain grading permit.
15 - 4 2.5G}x2.5Lx1D 8 n 1.
----'------- 9 - z., side 3. No more than ten (10) acres of minim area shall be disturbed at 2. Install gravel construction pod, temporary diversions, Silt
- _` - g 2.5 0.6 1. -- '------ 5a II Emergency 9 Y
36 2q 4 2 e 60 2 8 2. 5Wx2 . 5Lxl. SD 8 S = slope max one time. fencing, sediment basins or other measures as shown on the
max fill fir pass 9�7 18 12 0.75 1.73 8 31 2 6 335 110 4 3Wx3Lx1D ip H Finer 6' below approved Ian. Clear only as necessary to install these devices
\ 2 - NOT REQUIRED 2 0. 5 1.09 8- 335 150 4 4Wx4LTL2D 1 fabric ,i �n side slope PHASE IV MINE AREA 1 Call
P Y Y
rG IOU ' 4 R I FjERM 4 7.5 5 = max Natural ofsettled
dam op 3, Call for onsite inspection by Environmental
Bottom Len 7.1 2.B 200 90 2 .5Wx2 . 5Lx1D 6 .5 y
Length of Storage Pit o of dam
Inspector and obtain Certification of Compliance.
Bottom Width of Storage Pit mi ground 1. Clear and grub access to and location of sediment basin 5. P P
2. Construct sediment basin 5. 4. Begin clearing and grubbing. Maintain devices as needed.
SI min Rough grade site.
Ill. Place overburden material at excess material storage area. 9 9 L �' '--'-^ 5. Install storm sewer If shown and protect inlets with silt
#57 VVA51-1E� I � II -� Stone section q-A fencing, sediment traps or other approved measures as shown
STOIJE NOTE: OTHER LINING NOTED, CHANNEL SHALL BE TEMPORARY SEDIMENT TRAP h. Place minable material at either the covered storage area at a 9 P PP
GLASS 8 ERO�iOtJ 1 9
--,r- 1,n- O, CONVENTIONALLY SEEDED, MULCHED AND TACKED. the plant or at the temporary stockpile area. on the plan. Begin constructing building, etc.
4 . • _ 26 3. Construct temporary diversions Into sediment basin 5. 6. Stabilize site as areas are brought up to finish grade with
/ l -T- �� Compacted soil TEMPORARY BL* BWA D 4. Send and mulch all temporary diversions and slopes with ap- vegetation, paving, ditch linings, etc.
7 ��I -�j I ' � 1 p Z M W H 7. When construction is complete and all areas are stabilized �•"
min .rI sEDZMENT�S FTt (FT) (FTl proprate seed mixture. P
t"I i (FTl IFTI completely, call for inspection b Environmental Inspector, Z
CIC-nTEX Tit-F _TRAP 5. Diversions shall be located to ensure that run-off from all dis P Y• P Y P
FA131<IG LIuOFIz t.AY ,� 1 25 D 2 3 4 turbed mining areas shall be routed into sediment basin 5 but 8. If site is approved, remove temporary diversions, silt Q
_ Flow 2 25 5 2 3 4 2.5 shall not divert clean run-off from stabilized areas. fencings, sediment basins, etc., and seed out or pave any �-
1 - _ - _ 18" min - 3 60 20 2.5 6. Once mining is Complete on the initial ten (10) acres, construct resulting bore areas. All femoin ing permanent erosion I--
LI I �Il�i�. .ILII •_.. III�III -III�I�I - 4 2 4 4 2-5 sediment basin 5A just "downhill" from the next ten (10) acre min- control devices (such as velocity dissipaters) should be o Z
PLAN - III�III �I ill - I� A 160 `15 z 4 8 2.5 ing area. Sediment basin 5A shall be same size as sediment basin installed now. (� Q
��- •'- �� _ s 6' typical ---� - II~f II - " 4 4 2.5 5 9. When vegetation has become established, call for final site J
Bottom Length of storage Pit inspection b Environmental Inspector.Bottom Width of Storage Pit 7. Construct new temporary diversions around the next ten (10) acre P Y P a N
- TEMPORARY DIVERSION mining area and route to sediment basin 5A.
I 8. Strip topsoil from next mining area and place over entire previ-
NOTE� DQ NOT USE AROUND MINING AREAS. REFER TpNTTs ously mined area and stabilize the area with the appropriate seed Y' 7YPE All D-2 , UNLESS OTHER LINING NOTED, CHAN NELIPSHA RLY SEV ERSION mixture. (� Y
- CONVENTIONALLY SEEDED, MULCHED AND TACKED. 9. Once grass is established in previously mined area, fill in sedi-
mentTYPE basin 5 and stabilize disturbed area with grass.
PLOW ! ' ,� ,�; /� PIPE DIAMETER s OUTLET PROTECTION 10. As the mining is completed in ten (10) a4e Increments, new sedi- DEPARTMENT OF TRANSPORTATION m o
r, P �- \ LOPE AT ment basins and diversion ditches shall be constructed, and pre-
I17-- sI fg) LT STONE viousi r
C Fr
1 30 RC- p 22 PTt t- HYPE y mined areas stabilized as outlined in steps 6-9 above. SEEDING SCHEDULE
(REVISED: 1-1-86) W
'S IS I RDOTCP. PHASE V MINE AREA 2 J U..l
1 RIP-RAP
OUTFALL pp - - Shoulders Side Ditches. Slopes (Max. 3 U
1. Clear and grub access to and location of sediment basin 6. 0 2•
2. Construct sediment basin 6. DATE TYPE Planting Rate -
(\ _ JJrr_ LIFT fG;�pl._ FKO¢O�iDE / 1?f�nl Nist� 'o'r'_-G�I0i 1 3. Construct temporary diversions into sediment basin 6. Aug 15-Nov 1 Tall Fescue 3OO Ibs/acre z
KA,3rlG LINEZ Q
4. Seed and mulch all temporary diversions and slopes with ap- Nov 1-Mar 1 Tall Fescue 300 Ibs/acre
l=, / \ propriate seed mixture. & Abruzzi Rye 25 Ibs/acre 1r
5. Diversions shall be located to ensure that run-off from all dis- •r Mar 1-Apr 15 Tall Fescue 300 Ibs acre h'
�-II _ Oal�ilJG turbed mining areas shall be routed into sediment basin 6 but Apr 15-Jun 30 Hulled Common Bermudagrass 25 Ibs/acre
Ff1 TRH IN �err� l�r=r�, l_ rn 1 5 e���
{ . I suou Lrx� shall not divert clean run-off from stabilized areas. Jul 1-Aug 15 Tall Fescue an 120 Ibs/acre
i�* -� Inchann of roll out stripsr. netting6. Once mining is complete on the initial ten (10) acres, construct wwsBrownto Millet 35 Ibs/acre
direction of flow and ovr the proteflpverMulch the
--._ sediment basin a just "downhill"l from the next ten dim acre min- +++ Sorghum-Sudan Hybrids 30 Ibs Ocre
f.- , e W 1� /� NAT112A1 - 1iY 9 Yb /
���`-- mg area. Sediment basin 6A shall be' same size as sediment basin
6. SLOPES f3:1 to 2: 1)
-71 I 7. Construct new temporary diversions around the next ten (10)
acres mining and route to sediment basin 6A. Mar 1-Jun I Sericea Lespedezo (scarified) 50 Ibs/acre
II �II \` Anchor netting in 8. Strip topsoil from next mining area and place over entire previ- & (�
�pl f a 6-inch trench. ously mined area and stabilize the area with the appropriate seed (Mar 1-Apr 15) Add T011 Fescue 120 Ibs/acre J
1. Set posts and lope along
a line" 2. Staple wire fencing to mixture. (Mar 1-Jun 30) Or Add Weeping Lovegrass 10 Ibs/acre Q
trench vpslope along the line the posts. NOTE: UNLESS OTHER LINING NOTED 9. Once previously mined area, fill in sedl-
i or poses. grass is established in (Mar 1 -Jun 30) Or Add Hulled Common Bermudagrass 25 Ibs/acre I-
t CHANNEL ENDED BE corlvED Overlap
Sent basin 6 and stabilize disturbed area with grass. Jun 1-Sep 1 ***Tall Fescue ells 120 Ibs/acre W
16
TIONALY SEEDED,MULCHED ov¢rizp Join Strips by anchoring 10. As the mining i5 Completed in ten (10) acre increments, new sedi- wwwBrowntop Millet 35 be/acre
Q
r - AND TACKED FABRIC and overlapping, g ment basins and diversion ditches shall be constructed, and pre-
LINED CHANNEL ***or Sorghum-Sudan Hybrids 30 Ibs/acre
viously mined areas stabilized as outlined in steps 6-9 above. Sep 1 -Mar 1 Sericea Lespedezo (unhulled-unscorifled) 70 Ibs/acre
PHASE VI MINE AREA 3 and Tall Fescue 720 Ibs/acre J
T - 1. Clear and grub access to and location of sediment basin 7. (Nov 1-Marl) Add Abruzzi Rye 25 Ibs/acre
q^ ' , 1 a � y / / � 2. Construct sediment basin 7.
If i ' 3. Construct temporary diversions into sediment basin 7.
/( 4. Seed and mulch all temporary diversions and slopes with ap- Consult Conservation Engineer or Soil Conservation Service for additional in- Z
I 3. Attach the filter fabric to 4. Sackfill and compact the _ - - I J j� propriate seed mixture. formation concerning other alternatives for vegetation of denuded areas. The above l.L.�
! the wire fence and extend it excavated soil. F \, CLASSIRIPRAP (SEE SECTION THRU BASIN S L�1WI / ��/� / / 5. Diversions shall be located to ensure that run-off from all cis- vegetation rates are those which do well under local conditions, other seeding 0
into the trench. ! PLANT AREA --�, \ \ j 1 ��•�� turbed mining areas shall be routed into sediment basin 7 but rate combinations are possible.
.r \ _ \ , I I shall not divert clean run-off from stabilized areas.
6. Once mining is complete on the initial ten (10) acres, construct sw.Temoorary - Reseed according to optimum season for desired permanent vegetation.
/ HEADWALL - r t grow over 12 In height before mowing, otherwise
IN
IP Rpp HEADW sediment area.
aed 7A just "downhill" from t fescue
no 011 temporary asap out.
9 area bSediment basin 7A shall fbe same s ze as sed�mentrbasin fescue may be shadedyout. ¢
o ro ei tit in ,
FILTER BERM '/ / 7. SE-0036-001
.- i 7. Construct new temporary diversions around the next ten (10)
05 WASHED STONE, i' TNICKz 3' HIGH MIN. acres mining and route t0 sediment basin 7A.
8 Striip topsoil from next mining area and place over entire previ- DEC. 1989
- N7 STORAGE AREA r- '�� mixture.mined area and stabilize the area with the appropriate seed
2/1 Icy '-�Y�� '/' � .M
JDA
/ / ! I 1 1 � `� ` �� J 9. Once
\ NATURAL /' �'� •� f � : 1 ; �•l\. � grass is established In previously mined area, fill in sedi- RLM
! 1 2fl GROUND % I \ ment basin 7 and stabilize disturbed area with grass.
1 / 10. As the mining Is completed in ten (10) acre increments, new sedi- /
1 Extension of fabric and
' wire into the trench. I PERSPECTIVE VIEW Sent basins and diversion ditches shalt be constructed, and pre-
wire mined areas stabilized as outlined in steps 6-9 above. }
IIII` p NO SCALE INLET PROTECTION PHASE VII COMPLETE SITE \`otosa / 4/9 �R NRCD
Fitter rabrlc QJ�/ 200 I P _
PURPOSE OF 1. Check all sediment basins after g min t
ire SEDIMENT STORAGE zaxD Pips INVEST NOTE REDUCE SEDIMENT TFLOWING TTHROUGH Remove sediment and restore the basin to tS original I dime sions
Ll� i�lll -
-_-till II=111 -' A -y-ueu To BE Erm.1 E9 PIPE. DEVICE IS NOT DESIGNED TO when sediment accumulates to one-hat the design depth.
2 Icvaiuco,rtt.i 777 Homo sroluaE zone nrtw RuowxEt SETTLE OUT ALL SEDIMENT AND P
TYPICAL SECTION CHANNEL A-jB / CONTRACTOR IS RESPONSIBLE FOR 2. Check all embankments, spillways, and outlets for erosion damage,
/) NITS. � z r/ ( !' MAINTAING A SEDIMENT-FREE PIPE. and Inspect the embankments for piping, settlement and rock dis-
ED• - nTuwLanovxD placement. Make all necessary repairs immediately. Remove all
NOTE: UNLESS OTHER LINING NOTED, CHANN EL ti _ Is' a' trash and other debris from risers, Spillways, and pool areas.
e"min
/1 SHALL BE CONVENTIONALY SEEDED, La' - PxP• 3. Remove temporary structures and any unstable sediment im- b
FILTER GAI�RI�R CO l`aTRUGTI �hJ IJsI pII. MULCHED AND TACKED ctASaI SIP SAr mediately after the construction site has been permanently stabi- 23, �sP
,mO WASHED STORE lized. Smooth basin sites to blend with the surrounding areas coaceaggregate
MAUL EEoull Drarx kill OUT pra l he
t
and stabilize. All water and sediment should be removed from he
basins prior to dam removal. Sediment should be placed in t GRAVEL CONSTRUCTION ENTRANCE D
\ / -
.��'1/ nated disposal areas and not allowed to flow into streams or
SECTION THRU BASIN, FILTER AND CULVERT PIPE drainageways during structure removal.
c COPYRIGHT RAGSDALE CONSULTANTS , P. A. 1990 No SCALE

0
ME
poop I ; I
- IIIIIIIIIIYII�IIIIIWYIIIY��IIl�II��`lIIINIIWIIIIIIIIWNNIIIIIIIINIIHHIWINIIIIIIII ' ' IIIIIIIIIIIIIIIIImI�IIIIIIIIIIIIIINIIIIIINNWNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIYllllllll
IIIII�Im 1111NNWNm l I ��IINI'� milli IIIIIIIIIIIIINIIWi ' IIWNNIIIIIIIIHII� II�Iw��INI III11111111NIINWIIIIIIIIII
IIIIIIWIIII��IIIIINWNIIIN�1111�11iIIIIINWIIWNmWNNIIIINNmWINN111111 � ' 'IIIIIINIIIIIIIIINIINNmmIINIIIIiIIIIiIIIiilf���i111HNN111111WINNiiIlNlllll � ��
IIIIIINIIIIIlIIIIIIIIWNIIIIIIIIImiIWIIII�IIIIIN11mmIIWWINNI WNWNIII- INIIIIIIIIINIIIm IIIIIINNIN11111111111 I lNIImmimi HIIIli m mill 1111111
IWIIIIIIIIINIImI' NINIWIIINIIWI�IgmHWW WNWW mNlllll INHNII111111111Nm IN :q WIIININNIN��NWI WW W INNilllli
NIIINIIIINIIINN��NWNWINNIWIIIIIIIm1WWWWNWNm NWINII . , IIINIIIIIIIIIIIImWWNWNIim��NNm� IIiNNmIINllllll
IIIIIIIIIIIIIIINWI� NWNNINNINNIWNW WWWNWNIII lIWRNMWNNmNWWWNWIINm�NI;.; IWNWIW�IWIIIIIII . . . •
Illllllllllllllllm WWINNIIIWIIimmimmmmWW WNIII . .. IImIIIIIIIIIIIIWW Wlmlllmm11N1 ��NNI WNmNWWmIINIII
IIIIIINIIINIIIImW NINWNNImIN�WW WWWWNmNIN IIIIINIIIIINIIIm WWWNWm��N�iWWWmIINllI
IWlimllllll11mgmWWINNINWIImNINNWWWWIWWWNNiIIm_ , , 11111!!mWlNmumW WNmN��mNWWWWWIWNiilll
111111NIIIIIHINNWNNWWIIWIIWIIWIWNmismosoWHWIIII IRIIIIIIINWIWNWWWIWNIIHIIImmNtIWWWWWNNNIWWIIIINI
IIINWNWIWI��mNNmmIII�IWaWWWWWWNWNIIl. . .. IIlIIIININmNWWWWININIWIIIR�IWWWWNWWWNIIHI .,
I11I1111IINNIIIWW migismmmmmmmmmi llloo oiNmll W NISENIllllll
IIIIIIINIIWIIW !! � mIIWWNW WWWWWIWWI . IININWYWW IWmIIIWii mNWIIWIINNIWI
IIINIWNmIWIWlmiiRml onomm WWNNm 1N IWI IRNIWINWWWWIWWIWWmlIyW�lo limimimilmNWII
WININNWIW NNINNIWIWIIN1111WWWWWIINIIIINNm WI WINWWImmooWIINIl 'NN111NNI l� lIIIINIIINIIINIIIIIII
IIWNINNWIWINNIIIINWWIWIII1mWWWWW�IIIIIINNI IIWWWNWWNWWNmWWN �INNmNWNNIIINIWIIIIIIIIWI .,
IIINNIIINIIINWmgmNNWNNINgIlIWWWII� mgmNIWIWIIIWI . , ,IIWNWNWgWNWWWIINNWNII�NINWWWmNINNWIIIIlllml
IlmNmmNIWlNmmllW I WW WWWNWImIIINII WWNW NINIW mNN � WWWWImNNI11 MIMI
111NIWINmiINIWIWWIWNr� WNWW�WWWNWIWIIWWI . .. IIWW IIIIINmmNWNmWmNNiIIWq. mIIWRWINl11lmW
IIWIWIINIIIIIIIIIINNNIIWIW � mNWNWIW WWNINNIIIN IINIWINWWIHNNWWWIIWYm�I�N1IWNWWWWNWWIIIIIIIYi
NIIIIIIIIIIIIIIIIIINmINIIINNIWIIN�iIIWIWIIINIIINIIIWNWIWIWNNWINNIWi , .WWNWIIIIINNINIWNWNNIWNNNIIiCIIIINIINNIIImWIIWIWWIIINNm . , . ,
IIIIIINIIIIIIIINIIWIWIIIINIIWIII�IWNmmNIINIIWI NWINNIIWIIINIIIII WNRNIIIHIIImmNIIWNRNNINll111�1�flNNWIIIIIIIIgNmNNImNIWNNiIIH1
IIIIIIIIIIIIIIIINIIIINIINIINIIIIIIIIIIII�IHNIWNIWIWHIIm WIIlINI11NIW11W1 III milli
IIIIIIIIIIIIINIWIWIIINIWIIIIIII�IIWINWWIWIWINWWWIWIIIII IIIIIWNNIIIIIWWIWl111! : . . WIIhIIaNNINmmNWIWIIINWNmNWNIWI
INIIIIIIIIIIIIIIIN WIIWINWNRIIIIIImNWWIWNWINHIWWWIWI IIIIIIIIIIIIIIIIIINIWIWNI `I1NN1111111NIININ W WWIWWNmoil
1111111HIIIIIIIIN111WNIIIImININrININWNNIWWmN �IINYIWIINIINII 111111111IIII!lIIIIININIWII�In�I��Nillllll�mllW . .,.� � �NNWINNWWIum ..
lmlgmmllNWIWINWINNNmhININNINNINWWNWNWI�WIWIIW�1- . ..mNNWlllllllllllllNWNfliiliilllilN����llmNliiiWNmmYWIWII
IIIIIImiimmINWINNWIIIINIiNIINN WWWWUWWIWNWIWI INIIIINIIIIIIIINIWWMI- NINEmmIII �� NWWWWNWINNINNm101
IIIIIIlIIIINmmINWNWIINIIIINII�IHNIIWINWWI� W WWNNI . ..NNINmgmINNNWWWNWIINIIIIIIIIII��INIWWWWNWWWIW
IIIIIIIIIIIIINNIIImNNWIIIIIIINIIIlNIIIIIIWIIIImiIIIIIIINIIIIIWIIIWWiIWNNNI IINIIIIIINIIIIImNIIIIIINWNNIIIIIIIIIIIIIIIc��iNIIIN11WiIIIIWIIIIIIIWNINIIIWI
IIIIIIIIIINIIIIIINIWIIIIIIIIIIIiml�IIIINIIIIIIIIIINmIIIIINIIWINIINWINmmll : ,,IIIIINIIIWIIIIIIIIIIIIIIIIIIIlIII!!II!lIIIINIIIIIII�� lNIIINWWIIIHIHNWWIWI ,
IIIIIIINIINIINIRIWINIIINNIIIIIbINIIININNINNIIWIIWmNWIIWI IIWI mNWNWNIiINI1mmNIIIIIWIIIHIIiIIIIiIIIiIII��INIIN�HIIINmNINRllllim
IN111HIIWNWIIIIWIY IIIIIIIJ u N IIIINmIl11m IIIIHIIHN I INIImNWIlNHINmIN IIWW i 111111 iii ii!!!!!!inmllmuq!
11WHYIIIINHHIiimNmimiiIIIIN IN NWN IWINIIIWimI NWNlNWIIWumIIIIIINIW I INlim NImNN111111NINNWIW
111iIIIlIIIIIIIIIHIIIHIIIWINNIIIIIiiiiiiiIWIINIINNNiIIImmimNWillli m ..IiIIIWNNIIIIImlmiiillililil!IINNIIIWIIIIINNIIIIIIIlNmumIIIIIIIINIWIIIIIIIWI
IIIIIIIIIIIIININIIIINIIIIIIWNINikiiiiiiiiniiiimimmlimmll
IIIIIINWIIIIimiiNWW INWW NNI 111111WI111111111111NII11111NNWNWNWNINII� �11111 IIm11NIIIIWINNNWIWI .
Illilliulllllllll immiliffgmII I Millimillilml loopmggNWIIINIi 111NN1 - NIIIINNINNWmN
II IIIIIHIIIIIIIIIIIN O III NIII III[III NNINIINNIImiiiiiINWW IIIIIHIINWINYI111 11111111IIIIIIIIIINIIINNIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIININWIIIIININNINNIIWNIN
IWIIIIIIINNIIlIIINNIIlIIIIINIII111lIIIIIIIIIlNIWlllllllllllllml ImgmgmmNWl . . ,.IlNlIIIIIIINiIIIIl1lWlllll1111lIIIIIIlIIIIIIIIIIINNWNWNWINIINIIIIIIIIlIIIIIIINW
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIYIIIIINIIIIIIIIIIIlm1IIINNHIIIIIIN IIIINWNNI mNWNNIIIIIIIIIIIIIiNNWNNIIIIIIIIIIIIIHWIIWIIIIIIWNHIIiINWIIINIIiIWN11
NIIIIIIIIIIIIIIIIIIIIIIINIIIIIINIlIIIIIIIIIIIIIIIIIINWNIIIIIIIIIIININIIINIIIININIIIIINI . , _, IIIIIIIIIIIIIIIIIINIIINIIIIIIIIIIIIIIIIIINWNWNMWNINIWWNIHIIINNNIIIIIIIIIYII
IIINNININNIIINNmmIIIIIIIm�IRmmNINNNmINNIHRINNWIIINIINmN IWI IIIIIIIIIIIIIIIIIII111111111111NIImNWWIIINNWW WIIWIWIIIININm
ollilillimillilillimiillimR ININIINNEENNO NW ,, WNWNNNIIIIIIIINIIIIIIINNWWIW NW W WIWIWWWN
IIlNIHIIIWIINIINIIIIWIUNm 0 mom mHWN mumN IW I mnmNNIIIWNNIIIIINIWNWNWWNWN WWWIIWN IWW
IIIIl111IIHmlmI INIIHmiiilHlNNmmummu mWNI111uiiimmmN . . IIIIINIIIIINIIIWNNIIIIIIWWIINNNm NWNmmNWWIIIIIIINWIWWI
IIINIWIWIIIIINNNINIIIIIWIr�IIN111111111�111H111111IIINWIIWIIIWIIINIWIINI IIIIIWNNIIINIIIIINIINNWNWIINIII WNIIIIIIImmIIIIIIIIWIINNWIIINI
mom WNNINW �IWIINNNINWIlIWIlIIIIIIWNIIlINIIlNNIIWINII ,. IIIIIINNIIIIIWINNIIIIlIWIIIIIWN ININNNIImIWWWNIIINIIIIlNWIIW
WIIWW WNWN IN IIIIIIillillIIINIHINNMili IIHIIIIll III III IININWWINIIIIIIIIIIIIIIIWIIIIIIIIIIIIIIIINIIIIIINNmmNWWNWIIIINIIImNIN
mIIIIIHIYYWNWNWNWNlINW111111IIIIIIIIIIWHNIHWHIWIIHIIIHNIIIHIHN .IIIIIIININWNIIIIIIIIINNWNWNmNINNWNWNWIIIImNNININNNIIIININNIIIN
W NNIINNIIWIIIIIliIIllimilj llllmummlIIm0IWIIYNIIWWIIIIi IINIIIIIINW IIWNm IIIIIIIIIIIWNWIIIIININWNNNINWNWWNNI
IIINNm NWWNWIIIIIII111111�1111111IIIIWIIImmlimimINNNNlumillll IIIIINWNW mgWWNNIINIIIIIIIWWNIIWINNWNWIIIIIIIIWiNWIINI
IIIIIIIINWNmNWIIIIIINIIII�II1III1111NlNWNNINIImmNWIWIIWIIIIIIWII IIIIIIIWWWNWIWWWIIIIIIIIlNI WINNIIWWNWNIIIWNWNWN
INNIImNNIIHIINWNIIIIIIIIII�IIiIIIIW1 WNNWIIIH WWNHINIIINIIIII . .NIHIHIINWNWWNIIWNWNINIIIIIIIIIIINN iNNINNW NWWNWININ
IIIIIINIIWIIIIINWYWNWIIgIIINN WRWWNWWNNIIIHIWINIIIINII Illllllm WNIIWNNIIIIIIIIIIIIIIIHIIIImNmNWNN IIIIIHNINIIIIIIII
oil NHIWqllmllmlliHlNNlI III NHNNNNINNNNm mIWmmgmgm ..IHIINmmNWNHIIWNIIIIIIN111111NNNmNINNWWNmmNINIIWNWIIIi
IlIIIIINIWIIIIWHNIHNIIWIII IIIIIINIIINWNWNNINIWWNWWWIWNNIII 11111 INWNNWNWIIWNWNWNIIIIIIIINININNINNIWWNNIIINNIINIIIINIIIIII
IIINIIIIIWNWIIINIIIIIINIIIIIHIIINIIINIWNWIIloom WWWImINIII_ . . ,IIIIIWIIINNloll IWIWIWIIIIIIIIIIIIIIIIINNIWIIIWWINWIIIIIWIIIWmlllllll
Iloilo WNNIIINWNHIINIIIIIiiimii111HNIIIIWNW IN W W mll IIIIIIHIIINNWIIWIWIIIWIINIIIIIIIIIIIIIINNWIIIII11mmNWIIIIIN WNIIIII
liillllmWlmi mll!llllllllI IllilililllimilWW NNIINNWiWI N111 ..111111IIIIINWNWNWINNIIWNNIIIIIIIlIIIINNIIWIIWW WIINm mnNHi
111111!!11 MIMIWIMilli N!ONINIWIW0 NEON III III NiilmlNWNm 0 gmNNliiiimWNWWWWIWIlm IIIIIlllil
IIIIIIIIIIWWNWNIIIlIINNIIlI loom NWNWNm0IWmini 11111 .1111111111 W111 IlliilloomilmilWWIIIIIIIHHININIIIII
111HIIIIIWNWWgmINIlliillllmmNNNIW NWWIIIINIWIINIIWIIIINI INII WWNNWWWIIWIWWWNIWIWNWIIImIIIHllllllllllllllll
IIIIIIIIIIIIINIIIIIIlllllll!!!llllll111111111i111iR1111NI11WNINWIIIIWNNIIIIIINWYNI ..N111111NNm mIIIIWNWNWNINNWNWNNIIIINIIINWNWNWNWN1111111111
• • 111111110 ' ' � ° ' '

Ea
TRIANGLE BRICK COMPANY
MERRY OAKS MINE #1
MINING PERMIT RENEWAL
INDEX
1910
co
a„ COVER SHEET . . ...... .. .. .. .. ...... .... .................................................... . 1
0v�= '4LL PROPOSED MINING PLAN . ................. .... .. .. .................... . 2
NORTH F , ON CONTROL PLAN (SHEET 1 OF 2) .. .. .. .. ............................ 3
E, . AON CONTROL PLAN (SHEET 2 OF 2) . - . . . .. ............................ 4
ki mlG PLAN (SHEET 1 OF 2) . ._............................................ .. .. .. .. . 5
MINING PLAN (SHEET 2 OF 2). ........................................... .... .. ...... . 6
MEFiiY
oats -- y
s„ ' --------- --- MINING PLANS - SECTIONS, AREA M-3 AND AREA M-4 . .......... .... . . 7
MINING PLANS - SECTIONS, AREA M-5 AND AREA M-6 . .. .... ......... . 8
°Po SITE RECLAMATION PLAN (SHEET 1 OF 2) . .......................... .. .... .. ......... . 9
RECLAMATION PLAN (SHEET 2 OF 2). ........... ........................... .... . . 10
96
Sono 5y5��"� � vv
Sp�F 0°PR° EROSION CONTROL DETAILS . ... ...................... .. ...... .. .. .. .. .. ............. fl
SO SF,P �
EROSION CONTROL DETAILS ......... ................................................ 12
LOCATION SKETCH
NOT TO SCALE
CHATHAM COUNTY NORTH CAROLINA
DUNE . 2000
u \\I,.a,uuglglr. P•,,uu,la,,,,,,,
4oM i V1 V 1`J `..L�1�ltLJ Ile F'VGINEEQ �C�.�' ,I"1.��,:rz
BAN P.� =gsJGi p IF" rS [�
a ypylllf a \\\\\\ ,4y y \�d
LJ
ENGINEERS • PLANNERS • SURVEYORS
MI-MINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA
SMITHFIELD, NORTH CAROLINA
LAND DUALITY SECTION
u,
�a
a

h
jj
`�I ".I��\� ��_ ��Ii�{7\ ��� �,i -;11�1\ \��\�I���S�,�1 �l-�`� a � � �'I� ! �ri1' _ im 1�4a •w —`
t a �� i ;�® - �li�! a "lid ���*.�-' • ,@
s
ii : .. O � ► / �_�'-�"�—�'�'�__ III (�I�I (�\ ,\ � � , i I ' // \\ � ��
'IIIII _
�, � •- a �'. � - _ � t'�t,� '� "�11,`I11e''11 � � � t\����� \\\\�\\���\ `fit- �, � I
6 I
T=•� -'ir� a I����li� ,O �r a ... a 111i lU1`�1,+',1� �\ \° , ,• I, \ \�\\q\\\ \ \� �\\\\\
r1 a •` �1 ' a a ��I-= ,�;;111,��� I,1
� • "."•,.2i � �'A'� �1� a o � < � ' a ,a qO � 11��1�1�1 -� �,.iyrl� _ � �"pill v������ . " 1
"'\\\"'+++►►► 1y i 1, ,;,r,,
�•� �, � � �� a� "'9 0 � ������ �lil4,II I�?lLr``.��11 ��1 � � � ���IYQi O s � �
�� (I a �/1!•� S - _R� ��q�(�y� � �;,���� IIII I�iltl��ll�; ii' II�� �!�'rt �� VAIIIA` �� �����
EM,
ill
I liltiiillllllllll .
`� t/'slh�. '' ��► y � a \ �\= :`"R��fJl`i7 ====��il�;h�l � � f//I(�/�� /i�io%�iiU�;�>l�r�nr ,
i
F. ••I# ,, � ,�\r�//�� _` �.= \\\ate== _MO naii r .0
l�yr1 �h� I�l�-� .� a 0 ,/ �� � �` •� �a�' , IJIIII�111�11�'� "� �� "
„m�
II f�� � mv
ill I �" t ���� '� ,• m--_�22�—=�_
! ���' II ��. dJ III I I �' //rioi� • II II _ h 1 r�� I ✓ ��� v `y w
� , � \,; ;;>. - II �i'(� fl(!'� •D ® i IIIIililll �� ,(�(rl��\ --- _ � ���\;✓)� J\\ I
8 I���_:���I ��� •• �� `� I��� � I I � i r� � _� �JIIIIIII� .y�il� t\�\\�-`_�~�'��� � � IILIIL����
SO
•::�i �� L=--=_--_� � _-_' = —"ram �— '��� � � ���`: \ AN.
1`
. . • . IN
•• 1 1 1
Triangle Brick Compan
OVERALL PROPOSED
Merry Oaks Mine #1
1 . • 1
11 1 .1 1• • •
SURVEYORS • ]

v
ILL
_ J
Wj�
MAP COMPILED BY STEREOPHOTOGRAMMETRIC
METHOD IN ACCORDANCE NTH NATIONAL MAP
ACCURACY STANDARDS FROM AERIAL
PHOTOGRAPH, DATED 1988. ELEVATIONS
SHOULD BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
\ \ 1 I 1 — <0 2. NO MINING EXCAVATION SHALL OCCUR
_ _ __\ \ I � � `� � �i J / � f/ i � WITHIN THE 50' BUFFER ZONE.
MIT _ ,V� / /' / �� �� / 3. CONTRACTOR SHALL VERIFY THE LOCATION
OF ANY EXISTING UTILITIES PRIOR TO
�� �__� 1� / / �� CONSTRUCTION AND ADVISE THE OWNER
LLLL LLLL LLLLLLLLLL Cam- I > FJ
� � � ;.�' ' �� ��� AND ENGINEER OF ANY CONFLICTS.
0� �. LLL LLL L LL LLLLLLLLLLL A /
LLLLLL LLL V I l Y r / �
� --� � � � � � � / a 4. WETLANDS NOT DELINEATED.
LL LLL LLLL LLL LLL L ZK, ` �l m SURVEY TO BE CONDUCTED
L LLL LLLLL LLLLL L A i �� / / % / �� PRIOR TO DISTURBANCE.
L LLLL LLLLLLLLLLLLLLLL L L 1 � A / A I � � / � l � � � � '
LLLL LLLLLLLLLL LLLLLLL L t i l
LLLLLL LLLLLL LLLLLLLLLL A � �� ��- � �� ! �� i ` 'F � , � � %���' I 5. CONTRACTOR SHALL VERIFY THE LOCATION
�i % OF ANY EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND ADVISE THE OWNER
�� AND ENGINEER OF ANY CONFLICTS.
All
It I j
< ; LEGEND
\
�� - I EXISTING PROPERTY &
- - - -�- ' � � i " // I / � � �� �� J \A MINING PERMIT BOUNDARY ___
_ ��� I I 1 / l ������ l A EXISTING CONTOURS
EXISTING PONDS OR STREAMS
I o �� /� EXISTING TREE LINE
/ /'U EXISTING ROADS
rye °.ve --- � 1 - L - NO GRID
WETLANDS �ammn
�� � / �� EXISTING POWER EASEMENT
MINING DISTURBANCE BOUNDARY — — - — — —
V � Iff-Q- _ PROPOSED CONTOURS �w
/� I \ / \ �\ X•�- __ `_ / / _ _ PROPOSED DIVERSION DITCH ►--
I % < If '� �i '`,� } f I I I O + �� I PROPOSED DITCH _
l AA / v� • > I ��• —� � \ I PROPOSED ROAD
' / f / R P C ) I POTENTIAL WETLANDS AREA
O' �UFE � Y � i - _ �/ // ( I TOPSOIL STOCKPILE
' ° O i� I I 1T5 TY
�_ r i >� i L ��. / v�uA B
y/
I \ /
BU FSO +
III N V LL LLL L I - n✓ .L - _ -1 �� i � L _
�A LLL LIINEErgo / �
L
L� LL L �
� � I �I� V \ LLL L�L j :� x - c ; V '• - - aa�srsT / L u L
LL w LL LL
L LL LLL
\ III I 1 v I < �� � �7��oMi uar Ns m / - -� L L .L w LLL L
— / ' FlNA� luBRs - L L L LLLL L j
v L L� L LL LL L L
IIII I 1 I N J �
xr oA-Le °cR DAMCF
/ r
If
I
\\J � I% /
,ICI 17� „ .
� �� ;��� •� , /tif;
��1
1 I I
i
EE
LII
NORTH
+
Tr D,m
AGE RkOUM�fiD�
N
e 1 11
�` �� � 100 so 0 100 zao Sao
1
n.
y w � oti o
I � � m
� m — � SCALE: 1" 100'
a _1 +
o
; a ]
\ -
1 1 IIII I PRINOPRL-SEILLWA� �1]L `
t
RIgR qA -
� f
:��4�HI,~���'o uaaiam T.W SCALE SHEET NO.
? F GIMI�1 MiCI Triangle Brick Company EROSION CONTROL PLAN DATE, =15 N�IZ
_ 24642 .� Merry Oaks Mine #1 ,�nC„L, 3
m - c�lo® LAI ENGINEERS SHEET 1 OF 2 DMK FILE #
IMLMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA Renewal WA
o Rom' .� Z a= FwA wL TN SMITHFIELD, NORTH CAROLINA OF:
RRu�
N

s S \ �t� ! W" �'� ,��'�/J/
I
] 920'FEE l -
_ .A ,.� x �f� CH L E �1
dertcae x I L I V
� -eAR11Et-eu�� maEs � � ` � � �
If
L x <` �x i X �, � �i i � % \ _ -_. Y �' � 1� / - / �i 17aLiia
DM r C�
f Y
xk .Y I I 1. MAP COMPILED BY STEREOPH OTOGRAM METRIC
METHOD IN ACCORDANCE WITH NATIONAL MAP
/ ' V
q v ACCURACY STANDARDS FROM AERIAL
I ��
/ (( PHOTOGRAPH, DATED ELEVATIONS
� i SHOULD BE FIELD VERIFIED
PRIOR TO
-� -
I . ' ,�� Y. '.x CONSTRUCTION.
�
' � �, - i i� \ - � r. 2. NO MININGEXCAVATION SHALL OCCUR
I ' / wti _ WITHIN THE 50' BUFFER ZONE.
3. CONTRACTOR SHALL VERIFY THE LOCATION
OF ANY EXISTINGUTILITIES PRIOR TO
P,RdPER LI YP777 CONSTRUCTIONONA AND ADVISE THE OWNER
k : i _y L,' I / / , ' AND ENGINEER OF ANY CONFLICTS.
4. WETLANDS NOT DELINEATED.
SURVEY TO BE CONDUCTED
�� f. �-- - _ i• ��' .ti PRIOR TO DISTURBANCE.
�x >!^ I \ _ �� m+ • 5. CONTRACTOR SHALL VERIFY THE LOCATION
> I
OF ANY EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND ADVISE THE OWNER
AND ENGINEER OF ANY CONFLICTS.
IIf
u - Itai�csSEDIMENT
r
s-2�n.o , r 6MINT SED x o xa- k f" — _
If
_ _
y� "-� mo CF rnnu�
r w x •50' BUFFEj c sriu r xrgr� szaao cF vrsoNDED V :v M70 / ' ��--� I•- "a '�
.� _ -
1
LEGEND
,Y' EXISTING PROPERTY k
1
x =' L I T L L L L MINI PERMIT BOUNDARY
v r ' - ,c, _. � x _ ��L � EXISTING CONTOURS _ ------
� ��L • _ I EXISTING PONDS OR STREAMS
j - �
„/ k x .`x -ti /�. .,I �. _ `- ' I EXISTING TREE LINE -...._....r...._,., �.r,,.,_.,...,"
_ ���� / I EXISTING ROADS
% A > �J' �,kxl . k ) .,. y �' �� I `� EXISTING WETLANDS
Y
�� INC GRID xmn•••
Yx yff, xx y y f / x �. Y-- ._� ` !��-1 �� ,I I EXISTING POWER EASEMENT -
�/�A' s" �� �� MINING DISTURBANCE BOUNDARY — — — — —
,� PROPOSED CONTOURS
�� p. Yx /� ocac �� - " , PROPOSED DIVERSION DITCH �—
x X - n �� w'U oA ecFa+edLats :�� - /. "x i . PROPOSED DITCH
Y; y � J o /
i I i � PROPOSED ROAD liy'i✓�G2
POTENTIAL WETLANDS AREA Y e
TOPSOIL STOCKPILE
N
a
x 1 1,1i
Y7IIr Ir
'AC
�._/
If If
r.
\ ' 'r
JI
MINING LIMI MY TO
_ B�F�r6
sqI ra . '4LS ` YI � I`1I
i/ ro ae a+
I
I OIA -
- L
o war LEN
AL 146
NORTA
219.0
r
/�— J I \' K . �/
_ 100 50 0 100 200 300
� ��Z
P E TY�NNE' TYP
I �
i
SCALE: 1" 100'
0
240 /
0
n
N 'A`mSCALE` Tom' Triangle Brick Company DATE, wsym N« w ShEET "
— Q 8 �I EROSION CONTROL PLANMa ,. .0,6,,s I•.I�
D 24842 i' T-M ENGINEERS* PLANNERS • SURVEYORS Merry Oaks Mine #1 SHEET 2 OF 2 VM11CAL•
y9 �pl _.1 � WLMINGTON, NORTH CAROLINA RALEIGH. NORTH CAROLINA �� FIB # WA
o ---lj�gH P (HY'���' �l7 rylpll, slo. T.YI SMITHFIELU, NORTH CAROLINA Renewal
OF.
o J
N

114
7 V.,
0
M11
TA ov
5
2n
NOTES:
MAP COMPILED BY STEREOPHOTOGRAMME I RIC
METHOD IN ACCORDANCE WITH NATIONAL MAP
ACCURACY STANDARDS FROM AERIAL
PHOTOGRAPH, DATED 1988. ELEVATIONS
SHOULD BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
o 2. NO MINING EXCAVATION SHALL OCCUR
A
2e by -(TY�C po P WITHIN THE 50' BUFFER ZONE.
L
I UTILITIES PRIOR TO
3. CONTRACTOR SHALL VERIFY THE LOCATION
Ix OF ANY EXISTING U
01� III <� , M , \i I /r
LL LLB � -L V I III \\ I k r CONSTRUCTION AND ADVISE THE OWNER
-LI-L,-LL AND ENGINEER OF ANY CONFLICTS.
4. WETLANDS NOT DELINEATED.
L L LLLL
-LLLL IL I I I SURVEY TO BE L j CONDUC
LL. L
LLLLLLL
--- LLLLLL-I-LLL LLLLL L PRIOR TO DISTURBANCE.TED
f
S. CONTRACTOR NALL VMIFY Nt LOCATION
J OF ANY EXISTING UTILITIES PRIOR TO
/�
I/ I I CONSTRUCTION AND ADVISE THE OWNER
7 , AND ENGINEER OF ANY CONFLICTS.
\xl
V
x
L11
LEGEND
X
EXISTING PROPERTY &
I r "hh MINING PERMIT BOUNDARY
.... .......
If
EXISTING CONTOURS
EXISTING PONDS OR STREAMS
�J �u
i EXISTING TREE LINE
Aj EXISTING ROADS
EXISTING WETLANDS
NC GRID
EXISTING POWER EASEMENT
MINING DISTURBANCE BOUNDARY
r ------ PROPOSED CONTOURS --o�0(5)--
PROPOSED DIVERSION DITCH
<> PROPOSED DITCH
L W\
PROPOSED ROAD
POTENTIAL WETLANDS AREA
LL
(;ITr LLLLLLLL[LLLLIz,�N
r vy UA TOPSOIL STOCKPILE
j'E r'S
B
%
V Bu
TYP
LL L
L -u L C
F L
L
I- / I x I -,
L ILL
Lt- L LLL
iuLLL Li.
X\NN L I I LL II
L III Li LL I.L Ll L
LL LL L`LL
L
L L
L L LL I 11 I � �II II I�� _, � � � � � v ��/ �xv.� Ti � A'1n us=�< ;�% � � � _ %'--� � � — % � w v J �— !!
N
It
1 if
-77
77
>/ xi
L
MIX 0:
If 1 *
V
Ix X
/V\ >� Y/
> I
xj
't f < x X i X '(�xj 100 50 0 100 200 300
1 A I I .r / �/ l /� . ' k xxK / ro + I S ER
14
SCALE: 1" 100'
D! r R
10.1 PRO
75 1, 1 4WTC L E
EIEV J-)
u�
7t7
4/ Z I Nl�
1 02 CAR lee
SCALE SHEEI NO.
Tom'
Triangle Brick Company HORIZONTAL-
N4qKev1&CRE1]D 10.w SE 9% 40 MINING PLAN MCE MWJ. OM7=5
2 Merry Oaks Mine #1
TIN ENGINEERS* PLANNERS* SURVEYORS YM71CALa
SHEET 1 OF 2 VM FILE
G1 61 VALMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA WA
J. Renewal
10 aV DAN prim a& T-N SMITHFIELD, NORTH CAROLINA
Pipe. . .I 0A OF.

I �
1
1. MAP COMPILED BY STEREOPHOTOGRAMMETRIC
METHOD IN ACCORDANCE WITH NATIONAL MAP
rJ�1 k 7 �yi TH
,y � ,; , -�. � � � N � + 2 -% -- r� � � ACCURACY STANDARDS FROM AERIAL
�� ' S� PHOTOGRAPH, DATED 1988. ELEVATIONS
SHOULD BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
2. MININGEXCAVATION SHALL OCCUR
WITHIN THE 50 BUFFER ZONE.
3. CONTRACTOR SHALLVERIFY THE LOCATION
_ OF ANY EXISTING UTILITIES PRIOR TO
-�� x£ / ' PROPER LI YP
CONSTRUCTION AND ADVISE THE OWNER
AND ENGINEER OF ANY CONFLICTS.
4. WETLANDS NOT DELINEATED.
SURVEY TO BE CONDUCTED
PRIOR TO DISTURBANCE.
Ono,
5. CONTRACTOR SHALL VERIFY THE LOCATION
O� OF ANY EXISTING UTILITIES PRIOR TO
/ - '�; <°v� J; �_ "' ,� �� / _ CONSTRUC71ONNAND ADVISE THE OWNER
�� AND ENGINEER OF ANY CONFLICTS.
ti
v r
50j8UFFER
LEGEND
I t � EXISTING PROPERTY k
/ ,%; ,. . ✓�, r. .t� > .- .. � i u.�, �.`� � "'; ,. /� ,,,;y i.�i ,� O�,U , _.. ' �tC .`L�� �. _� _L.� EXISTING III ECONITOURSNDARY
EXISTING PONDS OR STREAMS
\ � EXISTING TREE LINE
a >. i .. � -- �' :ram '�`�/T EXISTING ROADS
C It � �
/ t! � /. ) \ v � y ,r , k "' 'K ' /. /' - ` u i ,, _ '�,�; ' •i� - l ��
// I EXISTING WETLANDS
MENT
o X u �T < '� A - i iEXISTING POWER
/� /t' x n, �� ' - --_ _ MINING DISTURBANCE BOUNDARY - - - - —
/ / 3 0 /�1 / �,j�, *v, u �-''� � 1 PROPOSED CONTOURS
PROPOSED DIVERSION DITCH +► ►--
��/ '�� PROPOSED DITCH
, i
�� �i%%.PROPOSED ROAD %%'6 %i //� �/
WETLANDS AREALLLL
STOCKPILE YL" LEL
J
LLLL
�,
_ -
N
/ ( I )
/ II I� MINMI� LI ITS I�
FIR D
1
,
Q Ito
O �
� �� / l
I
Wur I /f� ��
100 so 0 1w zoo 300
-,
> v �� 240
J/ /"Fr-
SCALE SHEET NO,
Tom' Triangle Brick Company PAM VW
a SE MC
MINING PLAN •.
m sS �r a�a® T.WEERS• PLANNERS • SURVEYORS Merry Oaks Mine #1 SHEET 2 OF 2E # `�rG"'- 6
%, ,, GI W1LA41NGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA Renewal "`"'� FILE
WA
o � ' ,,,S d. WA •`� 'P/ Z�� am trot ern T44 SMITHFIELD, NORTH CAROLINA DF: E
o

260 260
y EXISTING GROUIND ✓ \ /
/ EX STING GROUND
250 250
� I
240 � ---- 240 —_
230 W I0N '� 22 0 - -- tI — 230
I
-- y = W TER LEVA ON =
220 - - _ _ w _ - 220 -
I
- f_ I
210 210
zoo ---- zoo
I j
m
A'g O o 0 0 0 0 0 0 0 0 0 0 0 0 +
• 0 0 0 0 0 0 0 0 0 0 0 0 0 e o 0 0 0 0 0 0 0 0 0 0 0
N M ? N 0 h 00 O� O � � N Y01 � N � � � OOf O � N
SECTION A-A SECTION B- B
AREA M -3
250 -\__ — -- -------J__-
E ISTING GROU 4D \
240
230 _
I
220 WA R EL VATIO = 2 00
--------- -- --- - - -- - -___ - --__ -.-- - ------ -.._-- - — -. .__-- ----- -- - ---- ._ _. _---
210
---- - - -----_ __-- - -- --- -_ _-- ---- ._ __--- ---- _____.
0 200
ti II I
100 50 0 100 200 300
77
ti I
o DA1VY Ef4'. S pO S�laery •C� O N Q 1� t�0 I� O1 p N M
r SCALE: 1" = 100'
AREA M -4 - SECTION A-A
o , H CARO, oraaNeo LW SCALE SHEET NO.
� �oFE63,o ,9 ° Triangle Brick Company HOPoZONTAL
' Mc1QM��Q '�� MINING PLANS — SECTIONS
2 Merry Oaks Mine #1 ""E ''�°" °°i67Q015 „�;, 7
Q f
T.YI ENGINEERS• PLANNERS • SURVEYORS
IN AREA M-3 AND AREA M-4 � FILE 0
MI-MINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA WA
r 0J wn n�o,i w. T-N SMITHFIELD, NORTH CAROLINA Renewal OF: 12
Vl

270
260
EXJ TING GROUND
250
4
230 --
W WA TER E EVATION = 26.0
220
210 -
200
0 0 0 0 1 1 0 1
0 a 0
0 0
AREA M-5 SECTION A-A
EXISFING GROUND
240 -
230 --
220 - - WA R EL E VAT10 2 0.0
210
00
190
100 50 0 100 200 300
06 0 0
0 0
SCALE: 1m = 100'
AREA M -6 SECTION A-A
'OV4gt% %CAR
SCALE 94EET NO.
y come= VATI!, W3M
T."
;WZ�ONTAL-
4#N4cj(UVV,(yaD Triangle Brick Company
IMIC MINING PLANS - SECTIONS MQ FMIJ, WM70M I'aw SEALAL 22202
Merry Oaks Mine #1 VM71CAL- 8
OW22D T.M ENGINEERS* PLANNERS* SURVEYORS
AREA M-5 AND AREA M-6 PM FILE #
GI WILMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA WA
Renewal
GI ,qk'
kpt"�' MR Mu WL T-M SMITHFIELD, NORTH CAROUNA
FIR,.... OF.

/-' - - .\ 1-.i'- `, - -.... - - x ."" 1 - II III=--I L-il IJ Ll 171 11=[ n1 In IIr-ILI fl T ll Ill-slll
Pit ___-. -_ - au m m Ii1 lit Ih u n 1n lii--I III 1= I m 1
( = --1u- _ , , 0 . ,. -L;al� ru w IJ_J=i R Ii1_= �W lu IIFIi] In 11 I, �n lil I u R�I�I n In �n lu,-:u_ �..:- 1,
r / '__ 1 I/ - I— - ef� , >'. x II n1n III�1111'llnrlFl=111 IIn, gn1 II PI IIII:-III il'IIII 1I :iI IIIIU 'II r .. illIIII �n1-1II�I111111I1. {II-=i: i '
I / l :J/ _. _....� :_ I_. \ .... � // vl Il �illlf111 lia !I_ (f 1
\ \ 1 \ S° . , '_ I .:I T fI1J1 LL` 'rL n I'll r1 III : :'III W 1 In 17-- 11 II Irl a_➢:=1�I r,I II III- iIi-=II %
'',. In III II_ I_I-II III I II-: : I II I r,111 III fall-11.=III 1 II I_1L1=IIIII I tlr-II=III-II I
r , II=n1-!n n In nr=n -llr-n
/ �.� i.: , -, 1 ar:- -II Ii L', I 1 rl=! I nll� 11n-..:1, _� m 1 i-'iTlr ll1�L. In-1n-u a rf m -r-nu f-III IIF I!=a1 I
\. / ,: � r� ,..., � �.- \\ - - "-- ,v... _ u 1 ,1 I m 17 r i _ 11 - m u,n ui=)ri 11 n ri 11�111- III nL 11�I1-iii u I u o: r 1 r
\ - , r.�' .,111- I III II:' 11 ,r l:.,irI1�=, 11 Ii Irl 1, li 1,Tr ll� l II, _I_I=.11 I,11 +
FIT
- d1 t,' x x ,, 1 ,� , I Iu III a L_.rLT tll l➢il,t u �ll�n n„IIII I1 n Ili 1 II nL ail. . 11 II {: 1 mIn}1I -r T
/ - elrx 111- / , - Y i '. / 11 ul h , I m 1 _III= I . I , I,b,IJ II 1 _I u 1 =nl n�Ti Eft-III-11 11 I,-.u1 m 1 I_I- 11-n
�/ Ile= r -u II o=4I n u m
r -- ' rt - - '11 In 11 n ,-: ' n = gKll 1 1 In 1 T iI;11I�I - IIII'.
-. r III \ - Y - n u =11ILFIlIIhII,� IIIIII':CII Wuln�111111ii,'II,t to lnnil Ii°,r1 II m 11.=:_ n In III:-,ll/ - u '.n. 11 'JI 1 lIr l n 1 11 II III III-,0 1 n
--. � , ::- , �•� 1 1 r=11 I ' I1 m 11' 1 m ! �I 1 r1.1, lu Ip a : 1 •11 1,1I I I I Iu,II m F I I In 1 nl p1
\ `\ - 1` II _. �� .-..,..>., i1,: II u u 11 i1 / I,I: -I IL[ h r:. I II III .0 IIII III:;i a 11 L:Ir. ru I��IiPrl -
\\ \ y J --_.-_."° FJ ..a d III II .=III III II Ih II IIII III III 1I I_I II I'I III I:I 11 II II 1--I II I� -
\ / I;' \ _. _. . J -'' - Irl If II III IJt FIII rn Ilf�lr R +. III II! III-II III 11 II II-I I- =11 IIIII III III ilf=III
•I ira el I,
--. \ ,`, >,,1n , / 11 p1 m:-p1 m I�1 _L=i1r -L. -L .II 1 I_.,I ul L LI :Ill a CI II p1 1I a Ilt_=_ n: Ji:. a 11 1 _ILL I"
\ ; ,/, ; -__.- \ . - r III _I t Ili IIL-11 irl-I,� I�i1i_LI 1rt III ,l II cl , t
1 ul a -ll rn nt=_In-Iu n w NOTES:-i-
'\ .� / r / t1: _ % ,,.;�: i / n III In w 1 r1-ui_u u1� u1
,�� - , 01 I -1.I:a 1 111 1 L,rc1n--III 11 1 n. m IL, l,l,ln1' 111. +. Ii11 _ 1i=,1. II �i11 1 �11� 111I}II " 1. MAP COMPILED BY STEREOPHOTOGRAMMETRIC
r / - 1 ,,.. , - \ x '"..,_.,r. , : 11 ul Ii-^-I LII II 11"Il_ 7:.1I=n1=il T�I -II n r-=n=ITII9n IJ- � tt'� II 1: .= II!_tlll LR I� L..u,Met\ I L un = J -t1 rar ,i , , 1 \ 1 nI 1 11 1 -II 1 1 I.:.,u III 1 11 -IIrI1 II In t➢ 1:_ 1 1 : 1n-.lI n1 nl=L--n 1 I 1 ,; 11 m IIp=11I-u urn ul„!L-n. r1 j METHOD IN ACCORDANCE WITH NATIONAL MAP
r / \ � `, nl 1_nC li II In 1`i.Ir--If1 ni II I1=11n l_1= -n- ° FINH In `! P III Ill r � -1 .I II-IiJ mil T4�II _.._I _ _a 1-. 1 111 111 I L-::rrl 1 u1.d -=1 - u III m ;11! r-.0 m 1!=11- n Iu mulIuaiL ILl L Li IL ( -III 1 -:TL !- ACCURACY STANDARDS FROM AERIAL
/ _: ` . L II II III`�111' 11 111 III RII!1 UL 111 .n II IIt= III IIII e III911GI= 11 II 11 II
,; l 1 I L - =-u ni n ur=JP III �rn 1 -,1 11--1
/ 1.-u _-_.. j - ...= .\ - � ", , n 11 ur 1 =aI - 1 -I 11 ur mr--= 1 n n1�11=m=111 m 1 ' m .�r!n l�a ,fi III II. In. _ 1 ul tII r 1. 111=nr a do ITL=L:- II- . Y PHOTOGRAPH. DATED 1988. ELEVATIONS
1 / L- ( \ -' : u 1 isd 11-1i 1 - -ula 11 n m 11 71=m Ten u1-➢1=in 1u 11 n nl u 1 F9iHu 1-_-nl 11 L =mat - & MARY
. / L _ .,!I)�), - . \ ,.. .. I 1p 11 IZ o i;-11 1 Iu n : 1 m1 1 11=I1: 1 f1 111 nl-_I'-n n I—^i-n R -9I W r ITi 1 :;I"r In In i 1 =-1=11I nl a Ii=n,. . ! SHOULD BE FIELD VERIFIED PRIOR TO
IT
-- I FIT" =d -ii 111 11 a 1=i1 In 1', 11 L. III 1 CONSTRUCTION.
NIL
i1` IIIt I�Ti IIII 111 11ni 111n 11 i1in1 °II 11�Ir11 If it flli l_- EI"I 1 Ii}I u11 n1i11 11 p1 n11 1 _- Ir lll In 1 ..'1111 Iu u111 I!l�li lj
` \ - 1 `/ ✓ r Illall III 111 Ilr Ill II LII-L I=1 J11'=1 FI_I IIII 1 I 11 1 ": II 1 :_-0I ni �II 1 '. _11 Ill ITI :J ICI �I'i -:111-II-
.�� , ;R ; e, :1u, 1 11_ 1 1.=i n w IILJII a u1 uL L-U1 III lu I 1. 11 1 1 I, 1 11 10 111 11 11 � ..11-111 m II 11_. IF LI 11_,. -itC�-In 2. NO MINING EXCAVATION SHALL OCCUR
\I ,,: . . ` IIII�I�In1 !II. 1 Ill nCll 11 ITl =111 - 11 II 11 .1 I I =[i Inl11 _1rin In 1 _C1 I �1,ajrll
\ _. - + _ ,. .. - . ,, m ] m-.0 n Iu 1 1 n 1 1 1 n-L1 ,m m 1 L-n1 1 1 1 -p 1 1 1 1 r_I a u1 1 11 :.11i PII n n 1 11 I n n m 1 �� WITHIN THE 50' BUFFER ZONE.
/ _ - -IIr_T-I
,� u m 1n-III 1 1 1:1 u n n1 1t-01:�1 1 1 III-1�n 1 1 I :u 1 n l 1 u p1 to I - I411 m = v u ==)I n ,
r _ _I 'ail III ,u mil=T 1 @. a 11 '17 II 111 a III-m 1 . /1 �„ 4 .,r, :nr,n. � r 3. CONTRACTOR SHALL VERIFY THE LOCATION
_-- ' ' Ill II 1111i Iui111:L7 Ii I IIr(,-Iii II IP a ?m u 1 --1Ln -1 Li 1a=-m n 1!1 111n-a.. 1 a 1 .:1 ryJ Ln
/ -. ! -. -- 1. ".' 1 IF'In-n 11 JIL-III IILI 1lI I1=-111 T -T =I i Ili I' -'.1 III 1=' 111101' 1¶ lu=1p I�-!I IHnl 1 '1:�. n u q:: ':1.:'I / r.
-- \ - -.--.. 1 ` ----.-_-= ...�. '. \ rn ' !., 0 1 I fn-u1-1 lu ear- u n n -m-n= 1 I� I 1 t 'n 1,. '" , OF ANY EXISTING UTILITIES PRIOR TO
/ _. - ` / I -• - \ ,.. . I /1 III I I J L=m'='1 =11_ III_ I. 11-111-1T91 111 =.�. TI I J '11 ];I11 -.--11r1p -11[ Hn III I 1 I!I'-u 1 1 1 1 I ._ /
_ \ _ \ _. - \ - ---- �' - r - - - 1 -ll m u1r11 W.-ill lu In�u IL JL u 1 a II a ul�,. L: u / CONSTRUCTION AND ADVISE THE OWNER
-- _' '. _. = -_T . _ =11 = -- - -. _ „ . r1 ,o_u1 m-m: l r n 1_n non _ 1. 11 11 �1_ 1- 11 n n min u1 11_ul= L __< 1 1 m=1 0
r-1 =�1-1r \ `,.< -1 w II a -u!- I 1 m -. =min n 111=n1-=n a JI cn a Iia -'.1 m 1-=_--=W W 01 a 1-u1-lu iu In 11 n u n 1 u 1 n 1 :'...0 I F, \. \ y-, = 1 �_ 1 n m 1 1 / i AND ENGINEER 0 ANY CONFLICTS.
.- x 'I IL--�= a p-irllir(� Ir!-=I1,=ILLil lu -d r , 1 u lu 1 T=1.1-m IIF n 1 :-li�l IF L:L; 1 1. w ,
:1!SI . IHII I:Idl6lll Id - I� II YI -: II II I �dll II-111d4-1'_ II III II - C,I 11 II. 1 '. I. 11 II:]I _ 1- -[y
l l IIIII- m 1 _II --1i II n, l Lr71-n_ - „_ ,: it 1 -_ - -:1;_1 � I -=-1 �1 u - I 1 1 4. WETLANDS NOT DELINEATED.
IIL__ .I_IKIf. II L --1_LII I„ I_L_ II r1�11 I L_ . ,I tHll - _ MITI I. ,NII II ll- __11 - Ill ,L , - . _ liw
\- . . � ,:,.,-- , . \ . . _ 1-I . I -1]-� r u 1 :a �- I r 11)Li.,T pI 1 I = I -IL I III u.-I'�t a ul a 1 . .-IU JI=m=a- 1 - u 1 Ir-.:i I 1 b.::p I- ;
\ I, .\ _ - - - - I— I- - - -.1-u . >R n 1 '- �z SURVEY TO BE CONDUCTED
\ \ \ 1 �I . '� \ + i .kn 1 11, 1 G L 11 11; n IF f III
.._.�.. j ' y -1n w 11 n. LL 11, u 1 IFIu-I_ 1 II{_ 1, 1„ r n u 1 1 I lI 1 :- u m u 1
/.:(Iran u m 1 . III-rI 1 IC--W �i :r= n lu 1 h.,. 1 n I71_Il: - IIII a 7`11-111-J 'i 1� 1.-: In 3: l 1 IG-R- 1 I): lr\ '\ \\\ : . ..r non 11 11 -Ir: : R u--Ilt- 1 1-u1-1 I1 1 u 1=1 R- 1 1 _ Tn1-1fI ' 11 1.1=:'S- 1 In 3.= 1 w n -fi 11 -=,1 N PRIOR TO DISTURBANCE.
, � 1 ,. .. - \ � I r _ C - y'� JJ "liFll�lr /\
.. - - , ` N ". r -4P I_:ll_IIi-W== - :. :n-m= n 11.. =i1- II 1 ,r:T 11 :.I_l III-III Ill L I JII n2f 111 61a1= 1 -111 , \
1 I ' � � ` ' ,. -, . . ' ' ; .`..- � t1=nl a n=-m- _:1- r;-n=1 � 1 I==1 , 1 1-. m u I- r-u f1 -�- C1111 1�1�Q�1 l I.'.:-11 nl W I '.-- it �1.3: \ \ � 5. CONTRACTOR SHALL VERIFY THE LOCATION
\ _ \ , f \ u, ! l j _ i1-"-Iu m 111 �[nl[ 1-,Ip _ 1 1 ,;1. r 1 1 r: ul a -'1 n 1 g1WL1 ,m / LL UI ul a n .,i1 m In I7 1 , : It Ii�,l. ,, _. I \
I � � l � :fit, IL-Intl 11 a nl 1Qt1n 1 In=1 I 1 I. 1 1 L:I I^ 1 �1 1 n _a_u u 1 „..-n1, m�n�I n-=l»-in Ill i � r I � \ �,, OF ANY EXISTING UTILITIES PRIOR TO
-\ ( / i,r III II a nil IL +II9 u. urIn 1I, .tl a 1. :I 1 1 ' rtl n 1 1 ,1 a ul 11 ul In 1. w III 0111r 1 -: q -lu \
1 1 I l I ( .. I 1 iu 11 n1 In w Ic m u 1 ,1 u n 1 '. Lu1 n I :u n 1 � a 11 11 1 u a. In f u1 la 1 .1u 1u IIII ,ll nlIn u I _. CONSTRUCTION AND ADVISE THE OWNER
u=1 _�I -II:�11-- II - - _ - - , I I_I111 11 III I!..ill..11 II . _.I 1 :II 1 1 11 L. L..II II I1 ,11. 1 1JII III IL II I'. III III III IIL : IIL IL III. III. '1
\ IL ,J _ _ 1 _ L _ , N au 1 11 m n r:' +n= =I'- m:: a -1 -11HU u1 1 1tl n�11 =1 ----- AND ENGINEER 6F ANY CONFLICTS.
e - >r II _.1-_ _ 1== '- \.. 1 ` ', \ \. cn r ... ,d cr1 11 n1 Ihra 1 -1 'I�:T 1 ,:1:-:11 I- 1-� n 1 1 �.-,u i1 1 :1 III 1 I .. :I-�1 m I' u:.:C1 In / —
\ o I r 1 r- 111 =11 = rinn -n 1 1 —:1-ru 11 -nIr
\ \ :_ 7 i141 �. 1 -;_ TI H. �1_ 1= L -u '_:. _ 1 � � '\ \ � nI �,., \ ,. ` �. ,'� I 1 -- III ill lit 1 1 ;11 '.1-u : r= c�u 11 1 ==:1 n 1 a::1 In 1 r-u 11 I ':-u J!I In I�l '_I -1 --�-nl
�\ r�_I,1.- lrlit- T ICt I -1�,� 1. _ r _ � ` ;\ _11 1 u1 li v 1 - :-d-m=nr-'1n 1 1 :.r .� 11 1 ' - 'I n u 1 it 11_Ii n 1 u-. 11 w =::r _ - i /
. ... ,)< II .,.-..„ _.n _ -1__ T/.- ..., ,\ \ \\ .�' \ \ j � ' i \ 111 1 11 111 '.. 1,,11 _ r _ IIr r. n= n = 1 P- 1 ['. girl—
\ -. _ F-:.1 .a,.=ITI+ n _..;_.. __. \ \ \ a , , \ 1< -
1 - -,.. . _ _ _ .. \ � . i / , loi -. '.;xx I I1 - :. ._ _ 1 `=I1 II '_L lir}TrfI��I�'1� II 1 tl III 1 1 N - 1 III= rll I IIr,, ITI=Ir II IrR 1 II II
�I._ _y-1'1 rL -T� �i 1_ , \ `., \ •� ` - , ° - -IIr 1 II -1 I_,11-_.II III"' j1;S; 'jl III I Lp.lr II 1-11. 1 1 III ;:IIr 11 1 .1I1 -
\ 1 :-?� n- 'I - . ,t<W-- ,, : , .,,,� : / > I I ,u 1 n1 u: . .-_- =n T'� r,.. a -=n ur 1 Ir-n 1 / . -
- � r ; , I li 1 u1111 � I 1;=i1i- Ir1�r=1u 1 n 11 1 1 a 1_ 1-u1 r m 111=1I n 1 -n
x N, t ;.,. \ _III 1u -11
\ r \ \ . O 'r u1�.I, I- _11 LII, it 1 11:: 1 a 11 - 1 u I� II -nr= n\. ..� -, I 1 11 1 w u 11_ , 1 11-.n 1 1 _Iv.. 111 I=
_ ::..' ": ,' : :.' ,. 1 II 11 _=1 ` Ii1 u1 LIl-- a-II 1 1 r: 1 1 _1=Li II 1 1=-p 1 =ID1 Ql�n 1 -1 -L1 -171=-1
..: [ ' l ( , ,, ,, I 0 1 1 m 1 LI !11. --u 1 Iti In 1_;I II 1 J =�, u 1 1 1-=1 t11 1,_11-U�W�fJ\ \ II " "_11�n1 �-1 re ' ;=- ._. _ _._1._ __ „il l - 'rT_ I= 1 I 1 . \, `. � '•, /, ! - 1 ` .Ln nn 11 ,11 Itt 1 L.II1 -:. n 1 . ..1n 1 -11ILIIII I . ; I,.Wl.
L I ,- r}y:= 1I / 11 : \- 1 11. In: --1 1 :1 11 ,_ 1 1 1 11 1 '1i=-=n1111 mJ _.1
n 1r 1 ! R
- \ - ' I � r �, ' '• 'tl ==m 1 1 n:-.1 lii w n 1 : -1 m 1 1 1 u1 1 1 ,-. 1 m 1 1::m mrn �I L-m n i� _.,. l
. r. . ., \\\ , .\ \ I 1 1n 1 1 -:L�rIHu-1n ' � 1r 1 r I /
1 -' - / ` :.. x -.. \ 1 1 1 ! I I '>. : r ? -T 1 1:=-I u1-IIr 1 it n 1 r:. . l III 1 - 1- 1 u1 1 1 ,1 111 _I-III
\ - , -:.� _ :' „ 2 , �- ! ! ID u ..u-1r I R=,Ti - n 1_?I. 1
_-._ ... . .. \ L - yy.�"�uI \ \ -. A I i , i._, . _ _1-11l q1 I _='._'-I IIII I_-1 -IllJll all li
_ _-_ .-_ __. \\ :51i" 1. :' i 1 y I m ) 1-_ 1 11 -J�: iI a1= 1 = I��1 r,p-.i 1-li 11 :1:=r1i-111�Ir 11.- 'I
— -_ \ Ii` l r\' y fi. .i 1 1, 1 `, \. . O� - _ I I I 1 w . , y ' I c 11 1 Il ..rn ,Lt111.1r 1 u 11 L: 1-1Ir11 1 Till: 11�1 1 u._u-11 111 Iu-ur_ Iru 11 i
t� - x ,F,. ,hI I_ `. � 1 - �, , : o r �- , 1 / / r:a II 11-. ILI(1 -=IIIII 11 1 1 I:_il III 11 '..::JI It 'C-1n-�ll IIr'➢ 11 1.1 (I IIIIj
`1� 1I ,III( 6�L. ,, \' :,:\. - "{'::T 1' ! \ \ .\ . � .-... I ( ,X ':L ::1 l._p=1 -`-
1 .. �. ., = _,. : I , . \ - I , I I >,R _ - L L ;TF III 1 1 ill- II 1 loll ll 11 -11 II 1 _pII7nH11 i ' I:.III III 1 /
�} , f , n- , I n 1 I I1 LEGEND
. I'.:,),1`� �` _... -\ / -. ,I F: u111n _ 1 m n ,.-Q Z ut lu 1 1 it=1 111 JI _L-u111 1 >:! 1 Iu I ,II II u . . I l
I. r. I . an. P TI`� . 11+ .11- _ l__. ' _ \. / ' , . r' / - // � fI1 111 ulll IIII :1 Ii rR I,l u- hill Ili 11 LiiTI1n1 I :IPI! 11 111n.1=1 uu1 11IyiU° II i_.:. `. - 1. 1 \-
Hn III-SIT 11 II: ,1. 1 ::.: =L \ -
� I ` it )�, �-1}1111 . �-: ,, ,, 1 � \ �,,, o � � 1 , II . .. . ,, n nn1 �11: nlul un1 I_;1m1 tr11 � I J �\
, I
, 11q \� 1:. 1_ ,.� / / ,.. \ \ 1 - /, � ; / ." 1711 n! I n :�i�. 11 1 IIr 1 I flli 11 1 1. ':. II, II 1 :,II 111 1 _._-III �1 n11 _._.. I �i,1il. . I � `. '-:� ..\ \ \ EXISTING PROPERTY &
_'1 --_ ,i'- 1�a _ _ J - € , . -Hr-T�LrWl1 1 11 u_,u 1 r..n a :,11 III 1 _ IIII 1 Ir- -.. - - —+
I ' , t .. - Ii nF i , 111 1 1 ii_l a i11i °1 :'Ili oily . u'I °I I --.ilnl ntl 1 Iitillmllr>JI I➢11 MINING PERMIT BOUNDARY
t 1 - : i/ 1: ! In,mnlilllllln ll r I'.. III 1 �:1:1 I ': II u 1 1::11 in 1 1 =n 1 ar-r1 k11 II 1 11 1' �C- / / r� EXISTING CONTOURS ----- -- -- --
.. i`111 . '•'-111 �. i 'L r 7t 11 =:- 1 v=:1 1 1_ r- (Tun 11 1 T=u 1 1 r- 1m 1 1 -1 I1 1 =-c11 n �e��p. Jo-.u:.1!s=.
\ i L1 a�I11111 t1 ' \ , l u.., , � `,... \ 1 � I fl � _ I 1 r � /1
' \ - :� -� � r - ' �v: ' ��tHIl�I!�I 1 -Ic 11 r:_- 1 11 r 1-, !�I ,1n y ,- i � ,., •.. �- EXISTING PONDS OR STREAMS —
\_ . 1 '. \ , ,\..\ 1+1rr , r e .. 1.1 1 1 I w 11 1 1 1c
i /
I _ ;� 6 h 1 I 1 I I I 11 - I r : 11Fnr-n 1 _ 6 _ ,r I . 1 1 -1 n1=1n ,7 i
1 - F I I \ .,... . . +I}r21 -- l '\ - ,. � � ,. \ -.., �� � ;- 1 T-1�-.r11u �. :il Ili 1 lll�r dl 1 1 - Ii11li 1 1 ' uI1� 1 1 '-1 il1U° 11 : 11I111 Ii I'I hn 1„... 1 _ W / , ., .-... EXISTING TREE LINE
/ly. l ,. I' �I' IIIkJ�II - � . l r v r IIr 111 I _=III _. I-11 .I:=1_II - '1t" - ._- / ..
l +Lry�1 1 1,1 m n 1 1 r l / ,. -.- EXISTING ROADS
I.�i-4L1 .,... : ::.. 6. r r-1.1-1i- -,i1 11 Ir_I1 Ill Iu J- I} 1I1 i11 11 1 11 1 1 m 1 11=nr,I1F In - 1=u1=1 - f _
`;-`:` x {:,.1 - \ ..\ `\\ a > . � . .. , 1 Irr -_Jn 1 -:-lu Ifl 1I =,a-qI III 111-I n 1 -_-1 1 I- a -1.1 I- I7 it 1 =;Ilrn .-
\ 1 ` ` `, .. .`y` ' 1-. l m 11 :1 ,in--TL Ili-1I1 a II 1 -.1-_ n 1 1 1 1 u n -'.I-u 1¢ I r-n % / / ,y y _ _-.- - EXISTING WETLANDS
i 41 I IiI„ IIII ,': hag ) IIII Q L 1 r 1 ,T1 /+ -
/ I I ::fL.ip�_ IIII IIII \. ., \ yetiV, I_I _. . __ I \ ` \ \ _ r ',�111 F {:L III 11� 111 ij ' - L r/ _�_. , . NC GRID �aaaaoo
/ - ��_ I I E ,t = 11 \\ \�. , ..\ � � � . v _.IIIi1 IIrct=1i�- �n1 � I : �-1 i�1 . Ir-Ii1WIn 111 a - u . � - Iili ullu 1 � Ir 11 -1'iii III 111 a1L-;1 , / , .. I rt
i J ,:;, II a n-1 „ �\�� t_y� 1 . 1 \ ,, \ it 11 1 s11I:- 1 : Inl n 1_.0 I�ufl 1 1 1 1 11 u + ,. u u 1 =u1=1111 "1 1 Ih' / i i '' EXISTING POWER EASEMENT
/ f i
,, l I .yI +i IIII. {LEI I III \\. .,�\. \ n-:.LIv .�[_ \ . \ .�? � , i , :-n -@ r / l r
II IIII �\ c \ _ BOUNDARY
:I .� .. - . _: _ ., r . � _ F I�uljll � 11 illm 1 I�..gl lllflliil _.,1` ,➢Wn.n 1 r- a Iu11 n .. 111111u1In .' 111 11 ° ° r 11nL 11U i 11; , / % , i I ' _-,- MINING DISTURBANCE
/� x rrI', "N LL o ,1 , ',, >..;"L, J .- 1. r1 I -.:. 1 -'r;Al11' 1li� II - . 111 I1 n u11 1 q 1 111 1 Iu LI i'Ili 1 / PROPOSED CONTOURS
J' I I = -rIIIII � >\� vy r�i,- l1- OF IF
t x _ __. /1..: 1 J,. ,.0 1 l „1 m 131 L. u 1 1 1 1 r r: Iy1 1 1 1 1 II 1 1 r=;_ J ( -
r Cr 17 Ii ¢'�irk�; ;IIIIIIIII Nev' ;`. ' �1 II>`_ \ ,�-�I `\ + ,. r : / _. 11111 L_,1 11 11 (1 :.II �y,1� n 11-aI1 Ili flti 1 1:.1111 1 ITI IT ,I. ,.,aI u 1 ,;'1 li - 1=1r- � /' 1 � I 1 1 �1`r ,, PROPOSED DIVERSION DITCH �—
i , 11`I1�11,1! IT4 I \� �. `1 +L ri \�, - :x -. ", ,1. :: 1 111111111�:1 I11 Ii i:I 1l1 [ �111111:rJi1- 1 I 1 1 : LII Ri (I 1 _ 11 11 IIF. : 1 1 1
1 1 -I vv.. A 11 \ W1� -�_ "t \. v! 'v I . -
- <.- A � 1- _n a 1= I In n1 II - 1r r `
� _, ,,, ., 11 - _ �-+frl IL._ I 1 11: m 1 = - I L w 1 -.-111 nlni I iII I II I III„ I � - � Av PROPOSED DITCH -- —
( , . , .' 1u IJ.i 1I 1 1r. 1 1I.111 V{.: ..t II S.-1_ zr ' 1r - 1
I1 F, }1 11,: ,IIIIII :A � )1., 1 A . �-' ;,. ' ., ,II 1'. 1 m u L. 1 ,n -r: 1 11 I, Fru un n °!. 11= tP fu 1 _. , n 1 -.1_ PROPOSED ROAD
_� ... 1 1 m- p :1!-;L " ::.ii W 11 it r q ". 1 �. �� `.. ..o <
AFL.. . . ...
IIII u11}I�"' : A':. A, -,� *� t y \
L- I . ->< � : . F-! ",. A , x -(. ,. n Ii 11 1 ' 111 a 'i:: 111 1 111 =n=11 11 1 1 11 ,.IIr m n 1 1 n1 1 1 1 RdP, NE. ( '�P,) j { x� w -
1 I I I . . :� ry, �- .,v\-.. . I . ,. y, ,-:-;: ,; '. +, 1 1 1_I v., 1 n 1 11 1;_ 1 u 1 I 1 1 I ':_nn In�ll a _: n II ;_ � ; �, / � r 1 ,,. �..� I y POTENTIAL WETLANDS AREA •.,.,:, ���s_<,2�'
IU'I;L. I.. 1I 11I Tlc:ti,.. ,. I , 4 r ..:,..
�I �I ,I ,� y, n�1.1u u1 _II m 1 u nllu lnLl '1`i 11 Met 1 1 -� ', A I AREA TO BE REGRADED
A .,�i` ..1y r .; T �� 54` n ,zw n 1.1 In 1 In 1 1. -n 1 1 .n=1W 1 1 W, 1 ,MIt U` IMIT Ta'P
II, : : 11 II :I -. 1h / i " "gy,. , , / : in 1 a , _a1 a 11 -u 1 II:,n 1 1 1 1 h1 1 I Ffl 1 - H S ) --, I AND GRASSED WITH VEGETATION 1 1 1 11 iuu ne IT-1
/ I I jua 1 _ \ Id,. 1 __
III IIIII IT ,1 ( T sa r, ; n I III I
' . ,. IIIII Ibl 1 I=_1I1I 1 11 n m Iu 1 1 -! i n m 'n n. - - ' VI UA B
91 L. r I I >. , n. u I ,en (11�_ I 1 N-/ G u 1 111 u 1 1 11 1 11 Ri =,L n 7n. R n / -
i Al 1 i 1 r I 4 1 a
l ' 11 �i11.. 1 IIII rl ' I ,I�:-VI Ili fir Ol 1i111I /' / y `\
'. II 1r 1111 . III II 1Il nH nl _.-: 1 r / ; /:
'In � I �l 1 lr 1 1 - - 1 ! I 1 n 1 . 11 a 11 IIr-1n�n 11 1 1 n m 1 1. 1 1 1 1 11=r ten-+ 1 1 i
�#' I1�. I/. 5 '� �1 : i Y ! {.- � 1 1 "'? IIIn1i 11f ;A.: II11 i li lllil li Iui 11 Id�.'11 Iu 11 m 1 11 ' i� In rn111,1; 1 :Irl Whp r1i' n a / . . , -.
y � Ln ) Il I ,r.l1i IIII i1i /1 m m 11 l
It/ - -r1 ni 11 n .III_ n II I -11 II Ill n V1:: I m 1 r1 =n nt r 1 /, : i ' =
m u :r - +
� 11:n 1 1In: u`_II n Iu w 1 :.. 111 °I . : IIII 11. : m Ti , n . '11 I;I' ;� i " i� ' ' 1 , o / 1 J 11. _
., II -I 1 I �I 1 W,_�Ln-. 11 II 11 11 1.,. . 1 ,:r1n_Ilr n _-:. - �, /
ul } 1 I I '11.i1.14 .: � . (IIIII 1; n r 1:-, 4.111aiy11 . V ., .,^ , 14L _ 1-! II- ._I - 111 -, .. , A�i // l; r ! ;x II
- (:III rI I�II(:IIV- 'III 'f, r i , =t 11 ,1�,E1 11 IL 11. - 10I 1 ,: II _ I IIII - /,, , ,
� I � I 11 1 . :�� 1 IJ1_ nr-=1�= �I '� 'rl 1 'e �. 1 ,II ,_ 1 i� : 1 I 1 1, 111IIII�I �Wuilii;11ii11 1_I. n11 I1111 1 _ illnill n ' III I11I 111 �ii�F '. nr �� / / � : r / / ✓ 1 1�u��_7
` n I ' I :':.. `, 1 1111 1 nI(:- n IIu n -1 -.11' 1 I 'll 1 11(r c _.� !' r:i / ; 11 r� 1
III 11 -11, y , III II.IIL�III - -_ -
� � ' ;. 11= a n=u -n1 n n II I 1= - _ ; / / y
/ - � h _ .I', _ IIIIIII ' , I(j , I --: n 1 11-LI-JI I_nl III S1iIn =11 II y=:Il III Irr a. III- II GIB ;II Ir r / / - 1 k 1-=1 'r ILrlti 7x
�� v I II� lyylull IUnI -.-I !r, 'l, . 11� 1)�1.,..,u r u111j1_ 11 y-..Fee �19.
�r'G 1 1. 1 f1 ::1I : ,y x`. �. - 11 In II11ri1 til n n 11--1 1 11 i' �Ii1F111L ! C i1 1-n - + /; ' WI)i111 Iu ' i11T�i-
A I,, I� � 1- 1 rL11 '� Il r l IIIIIIIII I� li(( / l l(TV',le i1W �1)I II I111. , y ` HI IIIII Ia I'Ii`n'111(IIT II 711i Ii 111/°niu-IlIn III I,(-11 i11u 1': 1-1 .- L= ( r ' / /II I' ?I rinI
�� � T , I ti i I I ,
LI n 2 6 AC • �r , ,111 — mrn nn n1 n 11 _ n 1 n II n1 n'iLr
I. ! rli 1 lr ✓I':. ' . AL1u �11 nr-11M1 a1 u�ul : 'I L1111 - I=
i1i I11�I�1 ! Illllllllllll 11 -
Ill 1 !( it 1 d1 ._- / ` I _ �u �11IIInilllii111111 111 1 IT u111 r; 1I, , 'I `, / I u 1 � 11nn111IIll I I I Ilfl>a - I
'11111 _ ,! l�il(�_ A ,'.:. ' ��. — / 11 I, - - -..,1 IIIn11111i 11 InjlnlaIlii
� I it I I I� I/1�i1 Yl�l�ll 'I �1" IIIIIIIIIIIII i — 11 I �n � / 1 �, � ., � / � - v � Ili 1 n-In u ,m I J I
FOLI �1=1� }� IIIIuI ppff r' 111
1 I 1 1I %/ i v /JI/(f111 � / 11 iu,1
� J m u ; u nI1111y in r1iil 1A i
��� -_r _ '- -- � v
IrL
II I dlll I)IIIIitI '1 IIIIIIIIIIII / - -1� a .;. 1: - ' / n r . ', ,.,, , �__ I�� � �I�O I�llt 14 �i1�
T- 1 - ' f , / 1
II 'L/1 = 1 11�'sl ,l_j};IrI- 'IIIIIIIIIIIII !I!1 111111111 IILIII=.--_- ,, A. ' ,/. i"IN- HI r ;-L--1 11 , A ' /'
WATER ELEV ON=226.0 I I( _-_ =In IT 111 ll _ - r� 1_ �t 1F-1 1� 1 I - �.
1 I n- _ 1 ' �1n - y 1IF
.. 1 1, ill 1 IIJW�j �, / _,.: _ - I 1 \,
I � f ,u 11a1 k IIIIIIIII " ' n
A d 11 .�II r IIIII � 1v„�', Vy -, , / - Of
A II I I 1 .II n��L1= -nF I A.. - f � I I 11Y I1 �_ r
V I I v IIr'j� llll II w,xvA \ Ir I/ t r =11 I — _
1 _ �'
NO N
Vityvv — Y j�6
III III 11711 IIP ') 111�1 1 : ' III �x \,.A..V nlu:' '1l - ,,}{,x1 r= . :r j j =:I-un 11 -a111y�;y - '11 F` ,I`1111Vur '..=' ` -
nI I I / -
I 1 I IIIAI�� c. ', tiff 1 -nl "till n„ �3' , i111' 1 r I t
t / �i _
IrI; �1I1 Illlllllllllt T ., 1little
=
1 k ON_ tiff �!'I �� 1 Li pp1"iII 1r 11 p9�
I I� / In _.'` `;lOF NO I11Il�l�r t'li fill
y �L1 ill 1/ 11�, 1
IIIIIIIIIIIII /„ � h11$ 11I _
- / / i .I C1i ,i ; � i ..
I vy i t
"ON,
�7 r
\. in 11 / / /' rr °. ) 1 a (I 1i11��i 1111 �-`I 1 1 + \ / V/ % NORTH
1 ,'L I \'� x IF
\ O \\ I IIII', 111
\ \ \ I —FillI i'I,f�111 I I, ) ! , �'. `. � fx , - . ' ,O^' � :. !l, l Ill"11 - - /,
1 4r 11 r I : ,� i k .'Ix^`y, I I .II ' 1_ it �,r1111/ rl ilEl
vv I �I , X }� < i1 � r� , Oil
it �r �
\ II I -=11L 11 IIIIIIIIIIIII /�.:� � L r I l l u \ x 1 , 11 IVI I;' � 1 il11/([III= nt11{11 I. "' -
v 1 \ V A I = � �// iee!� /�%r= . ; I ,' � ; xy kILIv am . yell
l /
�_ I VI111'1'I !I I,IiI.�� _ _ — — _ �� ,; /i� :A` r it, lit- �. , if��l 11' 1 - _
l V III I 1_ ! , ` — — — 4 },nunle' , , ! �/ / y� '�' I I -I r � r 1 II -- _ 100 50 0 100 200 300
�Yl„r }I F r 7 I -
; IIIII �II(
v � , ! �, , r 11'I"T� 4.3 AC . 1 1
1 111 '�i ,1Nintl / E / l r . ' . `r 1 �. ' �: ! 1l I � ' _ 2 �t� l, l ' I 0n 1 , MIT a-.i
_- / /-- I ATER ELEVATI°N-228.0 I!/n LI / II
� , v XX y r x I , hl`i '/'I 1 � 1u � - 1 SCALE: 1" = 100'
I A�� ,,`i, y 'lx'- yy 1 lj�1L�, III I 1" 11i1i ,Iy, I Vj5 ' ..-8ARRI.ER-"�ER
I I . I �. _ - iI -y\ / k k l _ li �J�rnlilil � -� l !/; � �
Lri _ n I II I - - —� �,- ,f -v , � I i u i MATCH LINE lll1 I!(If
o I I �I 1 ICI I- - / r Y ` . > �Xj� r I� . .I
�, I i II I jll II I ( A ��. / II _ A y %�,1 . A'y I ( I I 1 fd � �' I i l lrl -II
IN
\ �I
- - _
fit
IIIIIIIIIIIIItO Ito SCALE SHEET NO.
" MC Triangle Brick Company HORIZONTAL
m �`�2�PpF£SSIO;'�ry9 r°, oowm T.YI DAl 5/DI/00
SEAL ,'g RECLAMATION PLAN ,., ,,. .,,6,
�, "` Merry Oaks Mine #1 9
n y 2o?, T.W ENGINEERS• PLANNERS • SURVEYORS SHEET 1 OF 2 DMC FILE
gFiOIL � 1900 ax T WILMINGTON, NORTH SMITHFIELDA NORTHL CIAROLINATH CAROLINA Renewal WA
Op DAN 'lop ,SJ. WAN",,,r �/�/ OF: �

' \ IF
IT
/ rJ Flitl -�
II Ir= I Cl - - - - / r ! '{ . ` ,III;I III uIII I'.° �, I.. 1� !` -- �/ , ,
1 ; / - ; i ; ' ' 4X ; / (I MATCH LI E
_ u
I I I IIIII , y 1 / I
x ''
I rIF
II IIIIII
IF IN I I r 1
�. _ / I r , I � �_,_ � II I rII r�ll`�I� li-. . +�+rru, ��,--iH ;
�I
IF _.-.. � i IIff X, ; y I � �� �I� Ir III r Ir1' NN I-1�Iiri II, L L % �..
I
I � r71r1� I I
_ 1 AA. t . . III _.-. I,-1 1 u- = p 1 -�
� I IIII I � � � � , A IT A 'V .�� - - /� � � � 1 ' � .. � I I� �I � L /-� �I h-I,
_ _ ^ /� __-` ___- _- NOTES•
4v. I<<� . III I rl it-1 Y II I , I . I. v In
At
v uI 1 , v I _ *, II � 11
1 V / v AA L�v� - - Y �11 II I II L. II _ _ h 1. MAP COMPILED BY STEREOPHOTOGRAM METRIC
� _-. , ,� , , ^ , II WATER ELEVATION=228.0 I _ _ lui I•I- METHOD IN ACCORDANCE WITH NATIONAL MAP
` .L �_ -IIH - •� " C .^ ` `, V' ,,;*, .' C x N IN ill ', �— - I, _,. il d �[1 n ACCURACY STANDARDS FROM AERIAL
li N , I II -fi 5 I
IF
PHOTOGRAPH, DATED 1988. ELEVATIONS
II . fy i- 1 ' uW - If �/ � ` ^ � '' o �W / �l II i lj1 �Iu SHOULD BE FIELD VERIFIED PRIOR TO
i�A ^� A. A. " , �`_. I d I II !I 'vI l r I CONSTRUCTION.
f �, * ! i 1' n
FIT ;: � F, \^r'� v ; ,, II i �, ( IP� �`It:- i ti 2. NO MINING EXCAVATION SHALL OCCUR
I L , I A \ .� i ' IIII WITHIN THE 50' BUFFER ZONE.
4 v v
c—� �',�'
AIiI �4r f � . ir' I" " - � 1il ''
e 3. CONTRACTOR SHALL VERIFY THE LOCATION
IT m II LIi Imo . . � " CI i" I ` rti.-ill ,I OF ANY EXISTING UTILITIES PRIOR TO
�� 1 'I - ' `` � I ` I ii - InlaurTi, I�Ii _ i. 1 CONSTRUCTION AND ADVISE THE OWNER
.' I I � ^l , � I � = : - PROPERTY LI YP ;'
f k 1 ( v, . �y
-� 11I1 I i1 1 -+ Il jf�lrl r �ti
' I` . I ' � ,i II I .,.;r k: . i � � i ( � � � . .', _ -- -- - ` �" � �ITI ,I�� �4 � AND ENGINEER OF ANY CONFLICTS.
1 I I� . 4
I
l � .� Ilo lull�u �?f' �-11 � � I � 11�111111 , ,� \ V � � �II.I� I , / !II , , �� I I „' I - — - � � III �r�t IIII I , , 11. � ' MINING kIMIT�/( I � 4: WETLANDS NOT DELINEATED.
I I,il� I ' + : I���I !j� I,.� I . I L.I - 1 it, .t ., IIII �. . ,I� ' '� i - = -.-. �.. � ;. -_ - .r�±[u Iltlll„a ,'_ Lij oW SURVEY TO BE CONDUCTED
I�Ci�l�ill�II�f-II�IIIII v, r�� �411 �, ;' r � ti "1 3 • .' I I II I 'Ij - �_ ,,� L.I 91 +�- - III, _ 11 r R TO DISTURBANCE.
I ti 11 tll I�I _r ', 'II w� i ilk ��\V� L �, I' ( \ ,. ' �. ,' .� .',�`: Ii a II�L L,II i1�"rtrlt _ ..`.� I - _. . j i 5. CONTRACTOR SHALL VERIFY THE LOCATION
I I 1 II H I I�;AI{ ,�
,.,<, y .I I, I. � . f} I,, ,I till--ti fif ,il _ r OF ANY EXISTING UTILITIES PRIOR TO
o f II I ._. ILII
p IIIII N x `. 'u a � I �, -
\ � ��. !'$I - :.. 't ;'� _ II _ YI II II 'I°11 ni Iil m=.'inl ��'� --� I. �. I'� I � . / / ... fll A CONSTRUCTION AND ADVISE THE OWNER
_ � It'-nt'll� l� '• �1, ,��� 111 ,11- v ' Iy „I llln IITn lit ' - Irul AND ENGINEER OF ANY CONFLICTS.
III Ilu ;,. L_ 1�,� y II ?xllli I-I
y ! lil}}JJI,I I�II�I �I '1' 'A �� 11-11I11 1 f a
'_PII II It- _ v ,< _-
11 \ �� ,' � III ��� �� (f_ '. v^ �� " 1,LI� 1
� tIII �I`' ... i�. �_ I It )• I ' - .I� � ' lam ' �' �� �. ' i ^ _
_ ! IIIIII I I I i ,.r �t1 _I , �r �Y = v :.,. _ ,.. Y�l --
I 11
'�V ,y., , 1 , A Li.-IT
.-'cc. " -Irr�, . - -. vw` -
�) A 11 .IFFIF �_
I � II � , ����1 �I `� . � I I � IT / l A
i / Y
I IN
T F
1 ✓ / ' ,I!-;. I�Iz ,�i��+ ,1 _ :�:, i ;�� Il _ I I jITT 'y 50' BUFFER -_ �� IL r
IT�I; 'r '1���/l ��:��1`t Viv;t�( -1,/ j �01 r ;I> /✓j ,, x .., �, _ .._ _. �. . , - . �, - _ -- HAIR
r
IT
,l .�` '.�: LEGEND
IL
/ f+r, _-E- 1 s `� +� 22p < _ 'v. r _ -
/ i Jrl � 11"�' �V ���\ i�_. / v y'.✓ ..., ,rS f ,ti�V ��' - K �'< ! _ �..: 1- TI �I -. IJ- H _-
/ 141y" tt 'rlv�v A \ V A lip , , � ?� �.*� •� . �' � I�. .. ., ' "ti , . I I w a;..nl-1_ EXISTING PROPERTY &
, - A r � �> Hymnv - - �
r - II; !.;� i l:;;l� \, t - �, 1 ,. ,., , v, - , ,; ,�... � :�..., , :1` . ^: :91> y �'r A - II L'lit I' � i l ;i til - - A MINING PERMIT BOUNDARY
7., r,.l 1. . .,,/ '1�5 v r r v .,. .> I , >... - , � , i. n _ ,- v, %� �` ri'L >"-_' - 1_ '- ter:.==1 7• . �.I -1 -
/ 1.- 1 1 I i i C V 1�\ A 1 �' >. >. x „ , . .': `�.� ,.-ti , . ,< -� , „ j _ u I -! m II "rTr- I I (I rn IST'= . EXISTING CONTOURS
- r -. ,/ , �,�,w ,,.` T r. ^. ti. . . ..., r ;`�. _. .., .. / --w:+ a--- -,.t IY - n. II-I n II II: .-.-�, . . . . _ . .
-1 - < 'e ' ✓ . ;. . ' ,�` �I • �;>rV, .j Fr "/ 1 -I-._ nI _`kl_ 1.-: pp- V A EXISTING PONDS OR STREAMS
I i✓,�. ,r 1 x 'x _.. ,. � , , . ` r ,I', :�- I-L-: _._I - EXISTING TREE LINE
j�/� �V, A,. A y a , x rz� ' - i �!. 1. �:1� �,rl. l s u i
f , fir/ -1
/ _1.=fY= -L� ;./ /�i ,\., r , � x ,� -�,. A.I-I - EXISTING ROADS
IY�1'.{.-I- �, ; i I - A i.,., A 1 a k�` __— 'r ( - -.. I -J -� 4�:, 7 _ ._..� ..
I_F,.f .r3 ;���/,, 1��11 ,,Y/ ;'"v, .' . : � , Y. ' / . ..,1 _ - r /' /� _ vI ICI_ f i/i '?I. . L, EXISTING WETLANDS
— /r,' iii �/i , r j �I ;' �' -:� :^ ,` .'.' �.A ^emu ; rj l�. U i. 5��c �I I- i I ......-\
II�� I .,� I. -
�f if r I� - � ,. �^ �. I I I NO GRID
i ..J` T"FNA I. . . d.� , I v EXISTING POWER EASEMENT
:iILLI lit i1 c ;'�,;; I''� r '�� /;;, .� l . v :<, I- N ,� fi I. � .. , . ��I' sUi ; MINING DISTURBANCE BOUNDARY - - — -
-FIN, / / , I_a.1n , �;;. r '„;' :� _ /� _ : `. y,,. %�. oti .i _ ,�. . / �>r =_ftl IT Ili I,-j_ I�I PROPOSED CONTOURS
1 . ' ti / `j / �i+ I PROPOSED DIVERSION DITCH - ►�
11, Ir� � - Ikn _ A ' ./ I" � ,I I :
q' I is -� / ��;� I ':R`I11 _ - PROPOSED DITCH .._
- '
�n I �. . I o I r i
I �: -III ' ^,,,_ i i" /
I � / -i'7' I I. ;,. ,, . lllr I I. , � , ,.' , , ,. .; .,. -u �. - _ . , 1=^_' - I . 'V r tiv+ + ./., � i PROPOSED ROAD
i t : ,k l,f 1 . ��/� l� ,+ X ,. h . , . . . . . ., i., , , A, ; . -� rl_ - lyal I rr P- � - � . ."• -1i5^ . ___ 1 ,: //;. ^,.
� ! . .- ;l I I11= ut Ilal%�Ifillr�i1 :-A;." r1 n -[ll A I _,�L . . �" - u - M , ..�` .. I
/ / �II' I �, ; / jril I ) -11 / TN y > n K� ^ . ,. / ' I:-II _ i-I_ v '. �� - , _ _ _ d! I - _
I I :; r, . -..IJ r > , x >. _,.-. . . / _: �_ 1 .. r. -u- -_I _ .�, - -;.v / - - ffiy';`,,'. .r�,:'r'. f , � I ; , .a . ,. . f a,l. _ I_.,._ I;-.� ,II I,.. I t '!,�. .,":. ,,,.> . y -I , A WETLANDS AREA . ..
77; : . r. �'�1 I. ,� ;, „! � ' ->' _,I _ _>r_ r4l rl[ d_ i.., �� . __x -# , / � POTENTIALaz �x
IIF, I y / , Y,: ' -, , ' ( ,,;.I- I- III'arr , =T t ,t-rr�>�'- - ._,l= l T. i.-: . - i �% �; " >IS=-__. n _ 4 l
Ir ,(III_ � l �r :.r ..� .. , .,, ^ ., 1. ,1 ..✓ � � l , ,�.�. -,..3- r_ I 1 -, ,u. �. yr- _'c4' u �. ..i� -� � Y - i„ _
F 1l I r , � � . x I �. ^ -t' - i J P'� II I.' / i AREA TO BE REGRADED I 1
;.v� �l i��l �Ij I slp' I / .'v,. N „ .,y .�.,; I � .. / ,� - ILI-+ II IYi 1 AND GRASSED WITH VEGETATION Ili u: l
� '.. . / If , IN
1' � I '< r; .', �,_, y^} . >. .�IF
r ' ( r , i -� - IN
_ - —I :. 1! 1s 17 "I`i'P I_i I" /^ _ �,
it IIICi �l /Jl�fl11 II �� Ih� IF T ( ! 1 �- = / % y " .�; �, ' ��
I �I�� � ���������� (I'II� I Ni II!" x \ CITT" V / " II
/v I i r�l �' i - '
lt';r �, , ,:., 1,,�,, II, ,r.- IF/
/{ /1. __ _ --____ ____ /if T N/ + IJEIT
p1 II r,??t/ ,JT
11 -I IIII I IIIII �l it I _ A ':. 1^. ., \I IIII % I �"f �' jl
�' 11 L III, II WATER EL NATION=220. ' �l �ll r ' / ' l _ u < If I I : � ' '1 ul�I II �. � 11'I uuI Ciu^-us ,. r' 11_ og,
F. <` I IT IN ,/ <" ' ` el`IJ�I - > -
11
ITI� � II IIIIII ;� // FT
�� zIN
�'� (' i , �-,r ', °• _ _.
L !/ r �C 1
/; �i � �' vFIF � /,', /; JT rllilNFIT
+ � _ k v o II
/ I IT I / IT
I If IT
4 rl-
�,Ir !I IIII I IIIIIIIIIII _ Z ' //� fY hI-'I : ` '�� %y v v ;� ' I .!I /, "> u1�1� ii_�k + -. __ i
l
/i / n -1
}if ' - I -.=_ - -.. !/ / R� air 1, 1' - -I ... �' _ - _ °;^, �::,;. ,..,,;� \\ I � .. FI, II ' r��Il ,�,l II�III�IIT 'rl �I,IT- , + ;'
IIlI III!illllllll ��ll�/— /� ! T y i �/ / / � IF z 1i 11 `l_ 1 � . . I, �4�: rv � � I IIII . / / / / I. n
I�I OFIII,1 -: l Ii i.. < '�. _ ,., # III �ln I�-k I`c ul Ira II l h/ - I I I WATER ELEV TION=2 0 �. '� yll' TI I IF
III II �illilll!I�IIII, I �' l/i r - '"� { : :4 ` /, � I . l
�l I I \ c %i
1
/ II
I' II III III III WIIL ,,_1 7i - / / u n /
1 � IT 1, . . i r.l ' T � ��;�, fr'.'
�� / u R 4P _ 1] QI I I_ \ a Ix '' .. \.. ITT _ - — r' . ,tl a Ff -
I I u i 11 - r
tt ,\ \2 I,+ r - / I -rtkJ 1�, II ' ,
_I II,Y yI,lf `\ ��\�� _ _� -_dil \ I . .`v, > . `U .. ' ;``. \ I, fFITL ' Ili: �.:: —. — — i. sr Ir�11, .;T' ➢ - i _ - rT
I i
[ M1lq - �_- / � T I�o- u uu - i I � µr,n I \ i ,� . III i
41Ie - - o
T_NI� \� ..i.r'_ III IIn IIT -1�1 , \I .111 . i �;. I, ��.t __ III::- , K , -1�1 II 'l- //' r I l
I Er1, \ � + , � , 7� _ I It� ;,i � il�fF-111 � � i_ I r, ' I 1 I ±7+ I - / � I I
, .�`k� \ i, - 'I' � ' �. L ..I. �, I V lu ,I r11 I:: rCr ri; �,r ICr
fi{ I r "I-F.Ir, I- .-1i1 I n 1 !� y =r - -!',-ice II MINING L TS'� Y ,) I
,. „ alr-I _, _� I � :,_ ,I �..- nl-- ,^ � . I � /- ^"�� ' , � I I �.., ! I I
BUFFER LNI - r 1 13-�y _ \ / � I i
r III II Ilr I t�u1.. I I�ps- ® - I i
I'll C Ilkzl
1 P ,-, IiIH': �r rII_ Idr- _-1 rn \..\ I\ 1
IN
-Hr - - 1i-1 _,11_ u - N`' Xt` `IF IN. \ I `•,,I 1 - TIiII t 1 - I ® /; I �i m 1
_ J.
5 a n 1 � h, � _ .r_ _l � _ � J i _ �\C 1
m o
I
' '— — — — �' _ y - I"'1- �' -` NORTH
N, ITNIN' -_ - 11 � .� F - / i � -
IfNI
i �^
o - _ / I r A _ I i �� II I
I
o
K f fIf
^ —
f r / .
IF
IF
/, I v, IT
ro o�' I ` r /, i
".I � � �� I , / ISO / rrCo I '
/. �I� ' �V / I if r I/ _--.
I ^ i
IF
TTFTTFI �" _ $ _ / - � \., �� 100 50 0 100 200 300
I I PR ERITY�lNE' TYP _- � - / N � � �\�'_ � v
I it
ti / / '
���L - 1 1 i I � F� . -
- __ -
'v
�, �V - I I A � , �� 11 ! �1 'I I v _ v AA I� ^� ( I �� SCALE 1 100
_._ .. . _ I� `�Aiy
��
\ o 2ao
I � � p I II � -
\\Lo _
7C ����-� "VGA v � 1c^ \ _ r
I
IF
Lit t
' ?��fES51p(/, '• Cleem TI SCALE SHEET NO.
ticQ�N #Njcj<UVW,<:RM:) Triangle Brick Compan HORIZONTAL
22 1z ,L °"""' "` Merry Oaks Mine #1 RECLAMATION PLAN MCE �,. .�T� 10
o If 1'Y FNG �Q�F� Ol7tm T.YI ENGINEERS• PLANNERS a SURVEYORS SHEETYER=AL%
1„N�„Ev''Q WLMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA Renewal fl� # WA
FIT. �'� %q3 J. WA1 ,,a° p/4 °a ors PI ens. T-W SMITHFIELD, NORTH CAROLINA Op

-- RISER DIA.
12 GAUGE 4 X 4 OR 2 X 4 WELDED WIRE
HOOKED INTO PREFORMED CHANNELS ON
III METAL P05T OR FASTENED TO WOOD P05T
W/ NO. B STAPLES. BARREL DIA.
15"
ULTRAVIOLET RESISTANT GEOTEXTILE FABRIC
OR EQUIVALENT SECURED TO WIRE W/ METAL
CLIPS OR WIRE AT 5" ON CENTER.
W F§I caNCR€r€ (1n c.r.)
GRADE
OI
(TYP)
MAX. SEDIMENT STORAGE LEVEL IS V2 HEIGHT. IL\�� GRAVEL REMOVE SEDIMENT WHEN THIS LEVEL IS 2.0 x RISER DIA.
3' RATION REACHED
OR AS DIRECTED BY THE CONGER- 3 R. \
SURFAC
MIN DEPTH= 3.0' �� � BERM
(TYP) ANTI - FLOTATION BLOCK DETAIL
NOT TO SCALE
SHEET DRAINAGE ONLY, 31 \\` \ 1 3 3 IL3
NATURAL GRADE.
CARRY 6 TO 12 INCHES I FABRIC FANTO TRENCH
IL, - - -
/ COVER W/ SO )AMP AND BRIC N
CARRY 6' OF WIRE INTO TRENCH.
IB� METAL, OR 4" X 4" TREATED WOOD OR CEDAR TYPICAL CUT/FILL ROAD SECTION "A"1 11A11
POSTS AT 10' O.C. MAX. WOOD POSTS MUST NOT TO SCALE
BE 2' DEEP MINIMUM.
EMERGENCY SPILLWAY ELEVATION
PRINCIPAL SPILLWAY EI.EV. _ S COLLARS 3
NOTE, ANTI-VORTEX DEVIL SEE DETAIL- I
SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS (SEE DETAIL - THIS SHE THIS SNEEq
OR IN AREAS OF CONCENTRATED FLOWS (CREEKS, 1
DITCHLINES, 5WALES ETC.). 'C' RI5ER DIA. BARREL
DIA.
120
INSTALL COLLAR RI
CORRUGATIONS VERTICAL CpNTINUOU CUT OFF L _
WELD ANTI-FLOATATION BLCC.I(J fREL TRENCH I (SEE THIS
SILT FENCE DETAIL (SEE DETAIL - THIS SHEET) I BARRE LENGTH (BEE THIS
DETAIL)
PIPE O.D.
NOT TO SCALE Swp�mn+ �- SECTION THRU PRINCIPAL SPILLWAY
CORRUGATED METAL I/2° X 2' :LOTTED 4
WELDED TO CENTER BAND FOR IA' DIA. HOLES SFACED
B
r�rTIN
O.C.
2'
SECTION B-B BAN STRUCTURE PRINCIPAL RISER DIA. BARREL DIA. BARREL INLET BARREL OUTLET BARREL LENGTH EMERGENCY SPILLWAY EMERGENCY SPILLWAY MAX. WATER SURFACE
PRESSURE RELIEF ID. SPILLWAY ELEV. (INCHES) (INCHES) ELEVATION ELEVATION (FEET) ELEVATION LENGTH (FEET) ELEV. (FEET)
HOLES V2' DIA. :IAP
O O A ^ ' ' NOTES, 1013-SB1 227.0 36 36 222.0 219.0 70 228.0 20.0 229.47
_ 1. COLLAR TO BE OF SAME GAUGE AS THE PIPE WITH M3-S92 231.0 24 24 228.0 222.0 BO 232.0 20.0 232.43
WHICH IT IS USED. M3-TB1 - - - - - - 232.0 20.0 232.56
\ II T. THE UP BETWEEN THE TWO HALF SECTIONS AND ` B
J BETWEEN THE PIPE AND CONNECTING BANDS SHALL I 'C' M4-5191 219.0 24 24 212,0 21IB 80 220.0 20.0 221,38
IN CAULKED WIN ASPHALT MASTIC AT THE une of M4-SB2 225.0 24 24 222.0 220.0 50 226.0 20.0 226.71
3. EACH COLLAR SHALL BE FURNISHED WITH TWO
PUN 1/2' DIA. RODS WITH STANDARD TANK LUGS M5-SB1 225.0 36 36 222.0 221.0 50 226.0 30.0 227.30
FOR (LNNEOTING COLLAR TO PIPE. M5-SB2 231.0 24 24 228.0 226.0 60 232.0 20.0 232.24
1.5 x RISER DIA. ELEVATION OF UINA55EMBLED COLLAR M6-SB1 219.0 36 36 216.0 2120 90 220.0 20.0 220.97
rAGKIJE I- � M6-TB1 - - - - - - 221.0
ALL AR011N no16 IV C . ' FOR S6' BARREL 20.0 221.55
C . HIP FOR 20 BARREL
,MIN. A - 36 FOR 36° BARREL
x 12'
A . 30' FOR 24" BARREL
A6
SPADE BA PPORT BAR SIZE
(TYPIGL) M REBAR MIN.)
RISE ISOMETRIC
SECTION AA SEDIMENT BASIN DETAIL
NOTES,
NOT TO SCALE
1. TOP 15 14 GAUGE CORRUGATED METAL OR 1/5A STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMITTED,
F ENDS OF CORRUGATIONS ARE LEFT FOLLY OPEN WHEN TOP IS ATTACHED.
CORRUGATED METAL ANTI - SEEP COLLAR DETA I L
2. CYLINDER IS 16 GAUGE CORRUGATED METAL PIPE OR FABRICATED FROM I/B° STEEL PLATE.
3. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. NOT TO SCALE
4. SUPPORT 15ARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO TOP OF RISER,
ANTI -VORTEX TRASH RACK DETAIL
NOT TO SCALE
A. BURY THE TOP END OF THE JUTE STRIPS IN A
I_ TRENCH 4 INCHES OR MORE IN DEPTH,
1
I1� 4"
1 POND TES- GRADE MUST BE PROVIDED TO ASSURE DRAINAGE 2» MIN
Dee
IN
OUTLET PIPE F1S STONE CLASSIFICAiNON IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION TRY SLOPE 2:1 I O,�
NOT TO EXCEED 5% (HIGH VELOCITIES RESULT%, MAX --- 'mRES
f B. TAMP THE TRENCH FULL OF SOIL TAMPED BACKF �\ /
SECURE WITH A ROW OF STAPLES,
OUTLET PIPE u, MACHINE COMPACTION OF ALL FILL IS REQUIRED. NATURAL GROUND 10 INCH SPACING, 4 INCHES `Q�` _ __
PLAN SECTION SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORM WATER OR FILL OR CUT DOWN FROM TRENCH
INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO SLOPES
CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION COMPACTED FILL
2 INCH OVERLAP
WITHTHIS OPERATION IF SEDIMENT CONTROLS AND DIVERSIONSRERM / OF JUTE STRIPS
OUTLET DO LQ W DEPTH RIPRAP ARE INSTALLED 15 EACH CRITICAL POINT IS REACHED).
N0. (IN.) (FT.) (FT.) (IN.) CLASSIFICATION 18" MIN FL C. OVERLAP - BURY UPPER END OF i
Nr "A' A / MORE WHERE STRIP TWO WIDTHS ARE
LOWER STRIP AS IN NO
b, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY f OVERLAP ENO OF TOP STRIP ARE REQUIRED, STAPLES
M3-SB1 3 20 23 1.35 CLASS A CONSTRUCTION OPERATIONS. Lm H II P AND STAPLE / ON 3' TO 4' CENTERS.
M3-SB2 2 11.5 13.5 0.9 CLASS A
c, DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE
M4-SB7 2 58 25.2 1.8 CLASS A . '" " .. "
M4-SB2 2 11.5 13.5 0.9 CLASS A IN PULED OVER 3a DAYS. - ,c,
M5-SB1 3 20 23 1.58 CLASS A J, CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK
/ ,
M5-$82 2 11.5 13.5 0.9 CLASS A REPAIR AS NECESSARY. AY-LafL,l. TAMPED BAGKF „ ; f 1 " PLACE STAPLES
4 TO 10 FEET
ti M6-S81 2 22 24 2.25 CLASS A 18" MIN APART.
HR1 3 20 23 1.35 CLASS A FLOW --__=- -' ',.
T MIN
HR2 21 .5 9.5 11 0.68 CLASS A T TYPICAL STAPLES
D. EROSION STOP - FOLD OF JUTE NO. B GAUGE WIRE
HR3 21.5 9.5 11 0.68 CLASS A - BURIED IN SILT TRENCH AND
HR4 21.5 9.5 11 0.68 CLASS A
w HR5 2 11.5 13.5 0.9 CLASS A f PL TAMPED, DOUBLE aow aF
DOUBLE RO STAPLES.
o STARE
HR6 21.5 9.5 11 0.68 CLASS A xSTB aAss B STONE REWIRES A SUBUYIIt OF FILTER FABRIC TEMPORARY DIVERSION �L
HR7 21.5 9.5 11 0.68 CLASS A oRA RIKXBEoowcoFrs-zDL1ERsroNE Ln BERM (DITCH DETAIL FOR STABILIZING WATERWAYS WITH JUTE NETTING
FRERM /DITCH NOT TO SCALE
NOT rD SCALE
OUTLET PROTECTION DETAIL NOT TO SCALE
�(�1+'" ""aAR(y"t+y ' DESIGNED TW Triangle Brick Company SCALE SHEET N0.
'•Yy 1► ,1rrTf'j'� �(�' J/��TET�TT1 DATE: 5/23/00
O l�l�.Al�jj�/kJ l\..,LK�J~.LL~�ILl1 HORIZONTAL:
DRAWN MG EROSION CONTROL MCE PROD. # 07570014 AS SHOWN
248 2 P'E u+Erxm TJW ENGINEERS• PLANNERS •SURVEYORS Merry Oaks Mine #1 VERTICAL:
oi =roxs Da WILMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA Renewal DETAILS DWG FILE >!
o aB'.No. BEsa+IPlS E 0y9�'OIN P��2,' WE III ENG. TJW SMITHFIELD, NORTH CAROLINA OF: 12

5EEDING SCHEDULE FOR
STABILIZATION GRASS LEVEL PORTI NATJR
CREST AND CONTROL SECTION GRWNG-
I : t : l : l : : I : I : f .
I
DATE TYPE PLANTING RATE — / ---- � -------------- -------------- ---------_—=�==�r---------
. �����--�—�—���•-- �. , I �T1 CLASS GRIP-RAP
MAR. 15 - MAY 15 PERRENNIAL SEED MIX 10 LBS/ACRE : I : I : I I : I FLOW 157 WASHED STOW
N.C. WILDLIFE RE5COURCE5 COMM155ION • • •
MAR, I - JUNE I SERIC€A LE5PEDEZA (SCARIFI€D) 5P I.55/AGRE
MAR. I - APR. 15 ADD TALL FESCUE OR 120 LB5/ACRE I : �' Ir nLTER
IC
MAR. I - JUNE 30 ADD WEEPING COMMON
OR 10 L55/ACRE j-�-�� �' EXIT SECTOR
JUNE - JUNE 30 ADD HULLED COMMON BERMUDAGRA55 25 LBS/ACRE C/ `_ BERM��
JUNE I - SEPT. 1 ++xTALL FESCUE AND 120 LBB/ACRE Z�
ow
+++BROHNTOP MILLET OR 35 LBS/ACRE APPROACH
##*SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE
SEPT, I - MAR. I 5ERICEA LESPEDEZA (UNHULLED - UNSCARIFIBEW5/ACRE CHANNEL \ NOTE:
AND TALL FESCUE 120 L85/ACRE NEITHER THE LOCATION NOR SECTION B - B
NOV. I - MAR. I AND ABRUZZI RYE 25 LB5/ACRE ALIGNMENT OF THE CONTROL
SECTION HAS TO COINCIDE
WITH THE CENTERLINE OF
SEEDING SCHEDULE FOR EnBANKMEN THE DAM. NATURAL 8 (MIN)
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1) GROUND SPILLWAY LENGTH
DATE TYPE PLANTING RATE
4
AUG. 15 - NOV. I TALL FESCUE 300 LBS/ACRE ro
(MAX)
NOV. I - MAR, I TALL FESCUE 300 LBS/ACRE FABRIC L=I 1�
4 ABRUZZI RYE 25 LBS/ACRE (pax)
MAR. I - APR. 15 TALL FESCUE 500 LBS/ACRE PLAN SPILLWAY LENGTH
APR. 15 - JUN. 30 HULLED COMMON 5ERMUDAGRA55 25 LBS/ACRE
JUL. I - AUG. 15 TALL FESCUE AND 120 LB5/ACRE MG-TBI - 2O
MS-7B1 - 20'
exx MILLET 35 LBS/ACRE
+++ ORR SCRG14U SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE X - LENGTH OF
WATER SURFACE-,,, EXIT CHANNEL
CONTROL STONE SECTION WIDTH
SLOPES (3:1 TO 1.511) STAGE (HP) SECTION
MAR. I - JUN. I SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE MIN 2% 12:1111on
EXIT SECTOR SECTION A - A
(MAR. 1 - APR. IS ADD TALL FESCUE 120 LBS/ACRE 20VEL LE
(MAR. 1 - JUN. 30) OR ADD WEEPING LOVERGRASS 10 LBS/ACRE OR GREATER A
(MAR. 1 - JUN. 30) OR ADD HULLED COMMON 5ERMUDAGRA55 25 LB5/ACRE - _ APPROACH
JUN. 1 - SEP. 1 x+x TALL FESCUE AND 120 LBS/ACRE CHANNEL 5
+++ BROWNTOP MILLET 35 LBS/ACRE PROFILE ALONG CENTERLINE 100
xx+ OR SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE
5EP. I - MAR. 1 SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED) 70 L55/ACRE #57 WASHED STONE CLASS B RIP-RAP
AND TALL FESCUE 120 L55/ACRE
NOV. I - MAR. 1 ADD ABRUZZI RYE 25 LBS/ACRE 3 -I
HP i F
SEEDING SCHEDULE FOR
REVEGETATION BENEFICIAL TO WILDLIFE (MINING AREA) B B
DATE TYPE PLANTING RATE
FLOW 3:1 _— P
WIN
FEB. I - APR, 1 KOBE LESPEDEZA 20-40 LBS/ACRE
FEB. I - APR. 15 ORCHARD GRASS 15-25 L55/ACRE
MAR. - APR. SHRUB LESPEDEZA N LBS/ACRE CROSS SECTION AT �ONTROL SECTION
MAR. - APR. SWITCHGRASS 6-8 LBS/ACRE
APR. - MAY BAHIA GRA55 25-55 LB5/ACRE
APR. 15 - JUN. 15 LOVECRA55 4-5 LBS/ACRE EXCAVATED EMERGENCY SPILLWAY DETAIL -,
ii
CONSULT CONSERVATION ENGINEER, 501L CONSERVATION SERVICE OR WILDLIFE BIOLOGIST FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREA5. THE ABOVE VEGE-
TATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING COMBINATIONS AND
5EEDING RATES ARE POSSIBLE. — -- ---
++x TEMPORARY -- RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. PLAN
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12' IN HEIGHT BEFORE MOWING,OTHERWISE Grading Notes A
FESCUE MAY BE SHADED OUT.
2
I . Initiate erosion control segyence before beginning
clearing and grading operations.
2. Grading areas to be cleared of all vegetation. Protect
vegetation beyond grading limits. A 8
Seedbed Preparation 3. Strip topsoil to full depth in areas to be graded and M3-781 3V 45'
stockpile. M6-T81 25' 20'
I. CHISEL COMPACTED AREAS AND SPREAD TOP501L 3 INCHES DEEP OVER ADVERSE 501L
CONDITIONS, IF AVAILABLE. 46 Compact all fill areas t0 95% of maximum density.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
8. REMOVE ALL LOOSE ROCK, R001"5, AND OTHER OBSTRUCTIONS LEAVING SURFACE 5. All banks Ord Swale side Slopes Shall be graded
4. APPLY AGRICULTURAL LME,NFERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX with n0 greater than 4:1 slopes.
WITH 501L (SEE BELOW*).
S. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED G. All areas are to be graded So that no areas of TYPICAL TEMPORARY SEDIMENT TRAP
IS PREPARED 4 TO 6 INCHES DEEP. 5tandlrg water occur.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING. NOT TO SCALE
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, 7. Proposed spot elevations are Shown at finished
8. INSPECT ALL SEEDED AREAS AND MAKE NECE55ARY REPAIRS OR RESEEDINGS WITHIN grade.
THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER 60% DAMAGED
REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
q. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION 8. Operator shall field verify existing topography in
AFTER PERMANENT COVER 15 ESTABLISHED. relation to the proposed grades to ensure drainage
+ APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS In the directions indicated on the plan.
FERTILIZER - 1000 LBS/ACRE (10-10-10)
MULCH - 25TdJ5/ACRE(SMAL GRAIN STRAW) q, On site benchmark to be provided by engineer.
ANCHOR - ASPHALT EMULSION AT 450 GAL./ACRE
Construction Sequence
1) OBTAIN GRADING PERMIT. EXISTING SLOPE NOT M SCALE
HEIGHT AND WIDTH DETERMINED BY
2) CONTRACTOR 15 TO INSTALL TEMPORARY GRAVEL CONSTRUCTION PAD, VARIES EXISTING TOPOGRAPHY AND
SEDIMENT BASINS, SILT FENCE DIVERSION SEDIMENT STORAGE REQUIRED.
DITCHES AND ALL OTHER TEMPORARY MEASURES AS SHOWN ON THE KEY RIP RAP INTO THE DAM
APPROVED PLAN. TEMPORARY MEASURES 5HALL BE INSTALLED AND II FOR STABILIZATION,
N INSPECTED BY LAND QUALITY SECTION (STATE) FOR COMPLIANCE 1/2' - 1' �1 RIP RAP
PRIOR TO ANY LAND DISTURBING ACTIVITY.
N KEYED RIP RAP
v 3) OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-51TE INSPECTION w
N BY ENVIRONMENTAL INSPECTOR.
4) PROCEED WITH GRADING. #5 WASHED STONE —I w
#5 WASHED STONE
oc 5) MAINTAIN DIVERSIONS AT TOPS OF FILL SLOPES AS CONSTRUCTION IMAX
PROCEEDS. CLEAN SEDIMENT BASINS ONCE SEDIMENT LEVEL REACHES
HALF CAPACITY. FRONT VIEW
LL (p) SEED AND MULCH DENUDED AREAS WITHIN THIRTY (30) DAYS AFTER EXISTING SLOPE
9 FINISHED GRADES ARE ESTABLISHED. ROCK CHECK DAM eeee
' / '• � VARIES ,
7) MAINTAIN 501L EROSION CONTROL MEASURES UNTIL PERMANENT
ti GROUND COVER IS ESTABLISHED. NOT To SCALE
0 8) REQUEST FINAL APPROVAL BY ENVIRONMENTAL INSPECTOR. SIDE VIEW
q) REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE
AREAS.
SCALE SHEET NO.
a OORAWN� M� Mc [QM CRFM Triangle Brick Company
DATE: 5/23/00 HORIZONTAL:
SEAL EROSION CONTROL MCE PROD #07570014 AS SHOWN
Merry Oaks Mine #1 12
24842 -+ P.E cuEOcm TJW ENGINEERS x PLANNERS x SURVEYORS VERTICAL:
- O �: WIILMINGTON, NORTH CAROLINA RALEIGH, NORTH CAROLINA Renewal DETAILS DWG FILE #
OIN �Pr, PROD. vr6. TJW SMITHFlELD, NORM CAROLINA 12
EVI51 N P. .� OF: